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Alaska Resources Library & Information Services Susitna-Watana Hydroelectric Project Document ARLIS Uniform Cover Page Title: Susitna Hydroelectric Project conceptual alternatives design report SuWa 198 Author(s) – Personal: Author(s) – Corporate: Prepared by HDR Alaska, Inc. AEA-identified category, if specified: AEA-identified series, if specified: Series (ARLIS-assigned report number): Susitna-Watana Hydroelectric Project document number 198 Existing numbers on document: Published by: [Anchorage, Alaska : Alaska Energy Authority, 209] Date published: November 23, 2009 Published for: Prepared for Alaska Energy Authority Date or date range of report: Volume and/or Part numbers: Final or Draft status, as indicated: Final Document type: Pagination: [264] p. Related work(s): Pages added/changed by ARLIS: Notes: All reports in the Susitna-Watana Hydroelectric Project Document series include an ARLIS- produced cover page and an ARLIS-assigned number for uniformity and citability. All reports are posted online at http://www.arlis.org/resources/susitna-watana/ Susitna Hydroelectric Project Conceptual Alternatives Design Report Final Draft Prepared for: Alaska Energy Authority 813 West Northern Lights Boulevard Anchorage, Alaska 99503 Prepared by: HDR Alaska, Inc. 2525 C Street, Suite 305 Anchorage, AK 99503 November 23, 2009 HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 i Final Draft Contents 1 Executive Summary ........................................................................................................................... 1 2 Background ......................................................................................................................................... 4 2.1 Project Scope ............................................................................................................................. 4 3 Preliminary Energy Estimate ............................................................................................................ 5 3.1 Hydrologic Analysis .................................................................................................................. 5 3.2 Evaluation of Firm Winter Capacities and Average Annual Energy ........................................ 6 3.3 Model Assumptions and Data Sources ...................................................................................... 7 3.4 Model Operation ........................................................................................................................ 8 4 Estimates of Probable Project Development Costs ....................................................................... 11 4.1 Original Cost Estimate ............................................................................................................ 11 4.2 Expandability .......................................................................................................................... 11 4.3 Quantities ................................................................................................................................ 12 4.4 Unit Costs ................................................................................................................................ 13 4.5 Indirect Costs ........................................................................................................................... 14 4.6 Interest During Construction and Financing Costs ................................................................. 14 4.7 Changes from 1983 Design ..................................................................................................... 14 4.7.1 Camps .......................................................................................................................... 14 4.7.2 Access .......................................................................................................................... 14 4.7.3 Transmission ................................................................................................................ 15 4.8 Conclusions ............................................................................................................................. 15 5 Project Development Schedule ........................................................................................................ 17 6 Project Development Issues ............................................................................................................. 19 6.1 Engineering ............................................................................................................................. 19 6.2 Siltation ................................................................................................................................... 19 6.3 Seismicity ................................................................................................................................ 19 6.4 Climate Change ....................................................................................................................... 19 6.5 Environmental Issues .............................................................................................................. 19 6.5.1 Fisheries Impacts ......................................................................................................... 20 6.5.2 Botanical Impacts ........................................................................................................ 20 6.5.3 Wildlife Impacts .......................................................................................................... 21 6.5.4 Cultural Resource Impacts ........................................................................................... 21 6.5.5 Carbon Emissions ........................................................................................................ 21 7 References ......................................................................................................................................... 23 HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 ii Final Draft Tables Table 1 - Susitna Summary ............................................................................................................. 2 Table 2 - Summary of Susitna Project Alternatives ........................................................................ 8 Table 3 - Firm Capacity and Energy Estimates .............................................................................. 9 Table 4 - Estimated Total Fill Volumes ........................................................................................ 12 Table 5 - Watana Water Conduit and Powerhouse Size Parameters ............................................ 13 Table 6 - Alternate Project Configuration Cost Summary Table (Millions of US Dollars) ......... 16 Table 7 - Power Generation Time Estimates ................................................................................ 18 Figures Figure 1 - Susitna River Hydrologic Variation ............................................................................... 6 Figure 2 - Firm Capacity ............................................................................................................... 10 Figure 3 - Watana Dam Configurations ........................................................................................ 11 Figure 4 - Proposed Access Route ................................................................................................ 15 Appendices Appendix A Energy Analysis Input and Results Appendix B Detailed Cost Estimates Appendix C Detailed Schedules Appendix D Climate Change Analyses HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 1 Final Draft 1 Executive Summary A hydroelectric project on the Susitna River has been studied for more than 50 years and is again being considered by the State of Alaska as a long term source of energy. In the 1980s, the project was studied extensively by the Alaska Power Authority (APA) and a license application was submitted to the Federal Energy Regulatory Commission (FERC). Developing a workable financing plan proved difficult for a project of this scale. When this existing difficulty was combined with the relatively low cost of gas-fired electricity in the Railbelt and the declining price of oil throughout the 1980s, and its resulting impacts upon the State budget, the APA terminated the project in March 1986. In 2008, the Alaska State Legislature authorized the Alaska Energy Authority (AEA) to perform an update of the project. That authorization also included a Railbelt Integrated Resource Plan (RIRP) to evaluate the ability of this project and other sources of energy to meet the long term energy demand for the Railbelt region of Alaska. Renewable hydroelectric power is of particular interest to the railbelt because of its potential to provide stable power costs for the region. Of all the renewable resources in the railbelt region, the Susitna projects are the most advanced and best understood. HDR was contracted by AEA to update the cost estimate, energy estimates and the project development schedule for a Susitna River hydroelectric project. This report summarizes the results of that study. The initial alternatives reviewed were based upon the 1983 FERC license application and subsequent 1985 amendment which presented several project alternatives: Watana. This alternative consists of the construction of a large storage reservoir on the Susitna River at the Watana site with an 885-foot-high rock fill dam and a six-unit powerhouse with a total installed capacity of 1,200 megawatts (MW). Low Watana Expandable. This alternative consists of the Watana dam constructed to a lower height of 700 feet and a four-unit powerhouse with a total installed capacity of 600 MW. This alternative contains provisions that would allow for future raising of the dam and expansion of the powerhouse. Devil Canyon. This alternative consists of the construction of a 646-foot-high concrete dam at the Devil Canyon site with a four-unit powerhouse with a total installed capacity of 680 MW. Watana/Devil Canyon. This alternative consists of the full-height Watana development and the Devil Canyon development as presented in the 1983 FERC license application. The two dams and powerhouses would be constructed sequentially without delays. The combined Watana/Devil Canyon development would have a total installed capacity of 1,880 MW. Staged Watana/Devil Canyon. This alternative consists of the Watana development constructed in stages and the Devil Canyon development as presented in the 1985 FERC amendment. In stage one the Watana dam would be constructed to the lower height and the Watana powerhouse would only have 4 out of the 6 turbine generators installed, but would be constructed to the full sized powerhouse. In stage two the Devil Canyon dam and powerhouse would be constructed. In stage three the Watana dam would be raised to HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 2 Final Draft its full height, the existing turbines upgraded for the higher head, and the remaining 2 units installed. At completion, the project would have a total installed capacity of 1,880 MW. As the RIRP process defined the future railbelt power requirement it became evident that lower cost hydroelectric project alternatives, that were a closer fit to the energy needs of the railbelt, should be sought. As such, the following single dam configurations were also evaluated: Low Watana Non-Expandable. This alternative consists of the Watana dam constructed to a height of 700 feet, along with a powerhouse containing 4 turbines with a total installed capacity of 600 MW. This alternative has no provisions for future expansion. Lower Low Watana. This alternative consists of the Watana dam constructed to a height of 650 feet along with a powerhouse containing 3 turbines with a total installed capacity of 390 MW. This alternative has no provisions for future expansion. High Devil Canyon. This alternative consists of a roller-compacted concrete (RCC) dam constructed to a height of 810 feet, along with a powerhouse containing 4 turbines with a total installed capacity of 800 MW. Watana RCC. This alternative consists of a RCC Watana dam constructed to a height of 885 feet, along with a powerhouse containing 6 turbines with a total installed capacity of 1,200 megawatts (MW). The results of this study are summarized in Table 1. Table 1 - Susitna Summary Alternative Dam Type Dam Height (feet) Ultimate Capacity (MW) Firm Capacity, 98% (MW) Construction Cost ($ Billion) Energy (GWh/yr) Schedule (years from start of licensing) Lower Low Watana Rockfill 650 390 170 $4.1 2,100 13-14 Low Watana Non- expandable Rockfill 700 600 245 $4.5 2,600 14-15 Low Watana Expandable Rockfill 700 600 245 $4.9 2,600 14-15 Watana Rockfill 885 1,200 380 $6.4 3,600 15-16 Watana RCC RCC 885 1,200 380 $6.6 3,600 15-16 Devil Canyon Concrete Arch 646 680 75 $3.6 2,700 14-15 High Devil Canyon RCC 810 800 345 $5.4 3,900 13-14 Watana/Devil Canyon Rockfill/Concrete Arch 885/646 1,880 710 $9.6 7,200 15-20 Staged Watana/Devil Canyon Rockfill/Concrete Arch 885/646 1,880 710 $10.0 7,200 15-24 HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 3 Final Draft In all cases, the ability to store water increases the firm capacity over the winter. Projects developed with dams in series allow the water to be used twice. However, because of their locations on the Susitna River, not all projects can be combined. The Devil Canyon site precludes development of the High Devil Canyon site but works well with Watana. The High Devil Canyon site precludes development of Watana but could potentially be paired with other sites located further upstream. Development of any of the alternatives for the Susitna River will require careful consideration of many factors. Environmental issues, climate change and sedimentation are discussed in this report and the risk associated with these issues is considered manageable. An updated evaluation of seismicity has been done by others and this risk is also considered manageable. Hydroelectric power has many economic and environmental benefits including long-term rate stabilization. Because the cost of the water (fuel) is essentially free and maintenance costs are minimal, the cost per kilowatt hour is driven largely by the project finance terms and is not subject to fluctuations in fuel cost. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 4 Final Draft 2 Background The Susitna River has its headwaters in the mountains of the Alaska Range about 90 miles south of Fairbanks. It flows generally southwards for 317 miles before discharging into Cook Inlet just west of Anchorage. Contained entirely within the south central Railbelt region, the Susitna River is situated between the two largest Alaska population centers of Anchorage and Fairbanks. The Bureau of Reclamation first studied the Susitna River’s hydroelectric potential in the early 1950s, with a subsequent review by Corps of Engineers in the 1970s. In 1980, the Alaska Power Authority (APA; now the Alaska Energy Authority) commissioned a comprehensive analysis to determine whether hydroelectric development on the Susitna River was viable. Based on those studies, the APA submitted a license application to the Federal Energy Regulatory Commission (FERC) in 1983 for the Watana/Devil Canyon project on the Susitna River. The license application was amended in 1985 for the construction of the Staged Watana/Devil Canyon project at an estimated cost of $5.4 billion (1985 dollars). Developing a workable financing plan proved difficult for a project of this scale. When this existing difficulty was combined with the relatively low cost of gas-fired electricity in the Railbelt and the declining price of oil throughout the 1980s, and its resulting impacts upon the State budget, the APA terminated the project in March 1986. At that point, the State of Alaska had appropriated approximately $227 million to the project from FY79-FY86, of which the project had expended $145 million to fund extensive field work, biological studies, and activities to support the FERC license application. Though the APA concluded that project impacts were manageable, the license application was withdrawn and the project data and reports were archived to be available for reconsideration sometime in the future. In 2008, the Alaska State Legislature, in the FY 2009 capital budget, authorized the AEA to reevaluate the Susitna Hydro Project as it was conceived in 1985. The authorization also included funding a Railbelt Integrated Resource Plan (RIRP) to evaluate various sources of electrical power to satisfy the long term energy needs for the Railbelt portion of Alaska. A Susitna River hydroelectric project could play a significant role in meeting these needs. 2.1 Project Scope The scope of this study was to collect and review pertinent information from the original studies and license application from the 1980’s and re-estimate the project energy, costs and development schedule. The initial 1982 FERC license application and subsequent 1985 amendment analyzed several project alternatives: Watana. This alternative consists of the construction of a large storage reservoir on the Susitna River at the Watana site with an 885-foot-high rock fill dam and a six-unit powerhouse with a total installed capacity of 1,200 megawatts (MW). Low Watana Expandable. This alternative consists of the Watana dam constructed to a lower height of 700 feet and a four-unit powerhouse with a total installed capacity of 600 MW. This alternative contains provisions that would allow for future raising of the dam and expansion of the powerhouse. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 5 Final Draft Devil Canyon. This alternative consists of the construction of a 646-foot-high concrete dam at the Devil Canyon site with a four-unit powerhouse with a total installed capacity of 680 MW. Watana/Devil Canyon. This alternative consists of the full-height Watana development and the Devil Canyon development as presented in the 1983 FERC license application. The two dams and powerhouses would be constructed sequentially without delays. The combined Watana/Devil Canyon development would have a total installed capacity of 1,880 MW. Staged Watana/Devil Canyon. This alternative consists of the Watana development constructed in stages and the Devil Canyon development as presented in the 1985 FERC amendment. In stage one the Watana dam would be constructed to the lower height and the Watana powerhouse would only have 4 out of the 6 turbine generators installed, but would be constructed to the full sized powerhouse. In stage two the Devil Canyon dam and powerhouse would be constructed. In stage three the Watana dam would be raised to its full height, the existing turbines upgraded for the higher head, and the remaining 2 units installed. At completion, the project would have a total installed capacity of 1,880 MW. As the RIRP process defined the future railbelt power requirement it became evident that lower cost hydroelectric project alternatives, that were a closer fit to the energy needs of the railbelt, should be sought. As such, the following single dam configurations were also evaluated: Low Watana Non-Expandable. This alternative consists of the Watana dam constructed to a height of 700 feet, along with a powerhouse containing 4 turbines with a total installed capacity of 600 MW. This alternative has no provisions for future expansion. Lower Low Watana. This alternative consists of the Watana dam constructed to a height of 650 feet along with a powerhouse containing 3 turbines with a total installed capacity of 390 MW. This alternative has no provisions for future expansion. High Devil Canyon. This alternative consists of a roller-compacted concrete (RCC) dam constructed to a height of 810 feet, along with a powerhouse containing 4 turbines with a total installed capacity of 800 MW. Watana RCC. This alternative consists of a RCC Watana dam constructed to a height of 885 feet, along with a powerhouse containing 6 turbines with a total installed capacity of 1,200 megawatts (MW). Preliminary energy, cost, and schedule estimates for the analyzed alternatives are described in the following sections. 3 Preliminary Energy Estimate 3.1 Hydrologic Analysis At the time the original study was issued in 1983 the hydrologic record contained data from 1950 to 1981. To develop an updated energy estimate for the Susitna hydroelectric project alternatives, a synthesized hydroelectric record for each site was created by a drainage area proration of daily flow data from United States Geological Survey (USGS) gage 1529000 at HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 6 Final Draft Gold Creek. USGS gage 1529000 has a period of record from water year 1950-1996 and 2002- 2008. The hydrology of the upper Susitna Basin is dominated by melt water from snow and glaciers in the spring and summer, and substantial freezing during the winter months. As a result, a majority of the flow occurs between mid-April and mid-October. The following figure shows the average monthly flow at the Watana dam site for each year of record. Figure 1 - Susitna River at Watana Hydrologic Variation The manner in which precipitation and runoff might be affected by the impacts of either natural variability and/or potential climate change is discussed at the end of this report. 3.2 Evaluation of Firm Winter Capacities and Average Annual Energy The amount of energy that can be produced from hydroelectric projects is a function of the amount of available water and in the case of storage projects, how the available water can be regulated (systematically released). For the RIRP evaluation process, in addition to the average annual energy, the firm capacity attainable during winter months is of particular importance. For hydroelectric projects, the firm capacity is almost always lower than the installed generation capacity for a project. For the purposes of this study work, firm capacity is defined as: “The amount of power the project can generate on a continuous basis from Nov. 1 through April 30 with 100% reliability”. The firm capacity is always driven by low periods in the hydrologic cycle. Since the hydrologic cycle varies, it is also desired to know at what level of reliability the project can generate at levels higher than the firm capacity. It should be noted that this is only one manner of regulation. The water can be regulated in a variety of different means in order to achieve other objectives, such as peaking, spinning reserve or backup capacity. For this study, the average annual energy and winter plant capacities for the alternatives were estimated using a HDR proprietary energy modeling software tool customized for this particular HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 7 Final Draft purpose (Computer Hydro-Electric Operations and Planning Software or (CHEOPS)). Major assumptions used in the modeling efforts are presented below. 3.3 Model Assumptions and Data Sources Inflow hydrology was based upon USGS gage #1529000 located at Gold Creek on the Susitna River and scaled by a drainage area correction factor representing each of the dam sites. Reservoir capacity and area curves for the Watana and Devil Canyon alternatives were based on information presented in the 1985 FERC application. For the High Devil Canyon project this data was derived from USGS topographical data. Tailwater curves for the Watana and Devil Canyon projects were obtained from the 1985 FERC application and estimated for High Devil Canyon. Operating reservoir levels were obtained from the 1985 FERC application for the Watana, Low Watana and Devil Canyon projects, from the 1982 Acres feasibility study for the High Devil Canyon project, and estimated for the Lower Low Watana project. Environmental flow release constraints were as presented in the 1985 FERC application and scaled according to drainage areas for the various sites. Evaporation coefficients were obtained from the 1985 FERC application. Total reservoir evaporation was estimated in the 1985 FERC application to be between one (1) and three (3) inches per month in summer, with negligible evaporation during winter months. Equipment performance was based on vendor data obtained in 2008 specifically for the Watana and Devil Canyon projects and was assumed to be representative for the other projects. Headloss estimates were based on the water conveyance design from the 1985 FERC application for the Watana and Devil Canyon alternatives and the 1982 Acres feasibility study for the High Devil Canyon alternative. The reservoir was assumed to start full at the beginning of the simulation and was allowed to fluctuate over the remaining period of the simulation. Generation from Nov. 1 to April 30, “winter,” was at a constant capacity level (“block loaded”). Generation from May 1 to Oct. 31, “summer,” was to maximize energy with the objective of the reservoir being full on Nov. 1. Rule curves for summer target reservoir elevations were developed for each alternative using a mass balance approach. The ratio of the average monthly inflow volume to the average annual inflow volume during each of the reservoir filling months were used to set target elevations for the reservoir. Energy losses of 1.5 percent for un-scheduled outages and 2 percent for transformer losses were applied to the total generation. Active storage remained constant over the simulation period. Dead storage in the reservoirs was assumed to be sufficient to contain sedimentation loads. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 8 Final Draft No ramping rate restrictions were imposed on either reservoir drawdown or downstream flow. To determine the firm capacity for the combined Watana and Devil Canyon projects, the regulated flow from Watana was assumed to pass unregulated through Devil Canyon with the Devil Canyon pool at maximum operating level. Key input parameters related to energy generation are shown in Table 2 below. Table 2 - Summary of Susitna Project Alternatives Lower Low Watana Low Watana (Both Alternatives) Watana (Both Alternatives) Devil Canyon High Devil Canyon Dam Type Rockfill Rockfill Rockfill or RCC Concrete Arch RCC Dam Height (ft) 650 700 885 646 810 Gross Head (ft) 495 557 734 605 729 Net Head (Max Flow) (ft) 481 543 729 598 707 Maximum Plant Flow (cfs) 10,700 14,500 22,300 14,000 14,800 Number of Units 3 4 6 4 4 Nameplate Capacity (MW) 390 600 1200 680 800 Maximum Pool Elevation (ft) 1951 2014 2193 1456 1751 Minimum Pool Elevation (ft) 1850 1850 2065 1405 1605 Tailwater Elevation (Max Flow) (ft) 1456 1457 1459 851 1022 Usable Storage (acre-ft) 1,536,200 2,704,800 3,888,50 310,000 2,254,700 3.4 Model Operation For each alternative, 54 years of daily inflow data was used to determine each alternative’s ability to meet a range of winter energy production targets and maximize summer generation. For each day from November through April the flow through the powerhouse was limited to the amount necessary to satisfy a prescribed capacity demand given the available head, environmental flow constraints, and reservoir operational restrictions. During the months of May through September energy production each day was maximized if the reservoir elevation was above the target rule curve. If the reservoir elevation was below the target rule curve then generation was limited to the amount that would allow the downstream environmental flow constraints to be met. The simulation was repeated at various increasing winter load demands until the maximum firm capacity was determined. To better quantify the effect of storage and extreme low water years on the firm winter capacity, winter load levels in excess of the firm capacity were also evaluated. The results of this analysis HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 9 Final Draft are expressed as a capacity at a given percent exceedance level. For example, a project might have a firm capacity of 250 MW at a 100% exceedance level and a firm capacity of 300 MW at a 98% exceedance level. This would mean that the project could provide 250 MW 100% of the time in the winter over the simulation period or 300 MW 98% of the time over the winter. The large change in firm capacity between the 100% exceedance level and the 98% exceedance level for all alternatives is primarily due to a single low water year in 1970. The resulting firm capacities and average annual energy production estimates are presented in Figure 2 and partially summarized in Table 3. Detailed input assumptions and results of these energy analyses are provided in Appendix A of this report. The average annual energy production was relatively constant over the range of winter power demand levels that were modeled. Table 3 - Firm Capacity and Energy Estimates Alternative Firm Winter Capacity (MW) 98% Winter Capacity (MW) Average Annual Energy Production (GWh) Lower Low Watana 100 170 2,100 Low Watana (both alternatives) * 150 245 2,600 Watana (both alternatives) ** 250 380 3,600 Watana/Devil Canyon *** 470 710 7,200 Devil Canyon 50 75 2,700 High Devil Canyon 250 345 3,900 * Low Watana Expandable and Low Watana Non-Expandable have the same energy characteristics. ** Watana Rockfill and Watana RCC have the same energy characteristics. *** Watana/Devil Canyon and the Staged Watana/Devil Canyon have similar energy characteristics. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 10 Final Draft Figure 2 - Firm Capacity 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 30% 40% 50% 60% 70% 80% 90% 100%Firm Capacity (MW)% Exceedance Watana and Devil Canyon Watana High Devil Canyon Low Watana Lower Low Watana Devil Canyon HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 11 Final Draft 4 Estimates of Probable Project Development Costs 4.1 Original Cost Estimate In 1982 the cost for developing the complete full Watana/Devil Canyon project was estimated to be $5.0 billion (1982 dollars). In 1985 the cost for developing the staged Watana/Devil Canyon project was $5.4 billion (1985 dollars). The Devil Canyon and High Devil Canyon alternatives were as envisioned in the 1980’s. The four rockfill Watana Dam configurations considered in this evaluation are depicted in Figure 3 below. Figure 3 - Watana Dam Configurations The estimates for the Watana, Low Watana-Expandable, Devil Canyon and Staged Watana- Devil Canyon alternatives were developed in depth in a March 2009 Interim report and were revised to reflect changes primarily in transmission, access and camp costs. Using this information as a base, new estimates were made for the development costs of the Low Watana Non-Expandable and of the Lower Low Watana alternatives. Cost estimates of $5.4 billion for the High Devil Canyon RCC and $6.6 billion for the Watana RCC alternatives were provided by a separate contractor using similar assumptions and are presented here for completeness of information. The following discussion details the basis for the cost estimates for the Watana embankment projects, the assumptions that were used in creating those estimates, and provides a summary of the projected construction costs. 4.2 Expandability The Low Watana alternative, as proposed in previous studies, included provisions for eventual expansion of the dam from 700 feet to a height of approximately 885 feet and an increase in powerhouse capacity from 800 MW to 1200 MW. The most notable of these provisions are the design of the dam cross section and construction of the powerhouse and water conduits to their ultimate capacity. The two non-expandable alternatives contain no provisions for future expansion. 885FULL WATANA LOWER LOW WATANA LOW WATANA - EXPANDABLE LOW WATANA - NON-EXPANDABLE 650 0 500 1000 700 (Ref.) HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 12 Final Draft For the Low Watana Expandable alternative the dam cross-section is expanded on the upstream side to provide the opportunity to later raise the dam. This results in additional fill material due to the wider base. The powerhouse, powerhouse equipment, and water conveyance scheme would be built to house six units, but only four turbines would be initially installed. For the Low Watana Non-expandable alternative the cross-section is narrower and does not accommodate expansion of the dam at a later time. Similarly the powerhouse and water conduit features are sized for only four turbine/generator units instead of six. 4.3 Quantities Quantities for the construction cost estimates were based upon detailed estimates developed as part of the 1982 Acres feasibility study for the full sized Watana project and the Devil Canyon project. To estimate the quantities of the smaller Watana alternatives, the full sized Watana quantities were scaled based on the size of the development. As part of a separate report, quantities were developed for the High Devil Canyon alternative based upon a new conceptual design using RCC construction. Table 4 summarizes the embankment fill volumes that were used for the cost estimates. The dam heights and fill volumes of the Watana and Low Watana Expandable configurations were adopted directly from the 1985 FERC application. The embankment volumes for the Lower Low Watana and Low Watana Non-Expandable alternatives were estimated assuming a 2:1 side slope on the downstream portion of the dam and a 2.4:1 side slope on the upstream portion of the dam as were assumed for the other alternatives. Volume changes were limited to the rock-fill and riprap portion of the dam only. The concrete volumes for the Devil Canyon, Watana RCC, and High Devil Canyon alternatives are shown for comparison. Table 4 - Estimated Total Fill Volumes Alternative Type Total Fill Volume(cy) Watana Rockfill 61,000,000 Low Watana Expandable Rockfill 32,000,000 Low Watana Non-Expandable Rockfill 22,000,000 Lower Low Watana Rockfill 17,000,000 Devil Canyon Concrete Arch 1,300,000 Watana* RCC 15,000,000 High Devil Canyon* RCC 11,600,000 * R&M, 2009. The quantity estimates for the water conduit layouts and powerhouses for all alternatives were based on the 1985 layout as opposed to the 1983 layout. The 1983 arrangement used a separate penstock for each unit with a very long conveyance scheme. The 1985 arrangement employed a headrace for every two units bifurcating into dedicated penstocks. The total length of HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 13 Final Draft conveyance was less than half that of the 1983 design. To maintain consistency with the energy model, and to further refine the cost estimates, the 1985 configuration was used for this study. Table 5 summarizes the design features that were assumed in each estimate. The powerhouse and water conveyance systems for Watana and the Low Watana Expandable alternatives were designed to service six units as contemplated in 1983. However, the water conduit layout reflects the 1985 arrangement with three headraces bifurcated into six penstocks and discharged into two tailraces. Low Watana Non-Expandable was assumed to be built to accommodate a four-unit powerhouse with two headraces, four penstocks and a single tailrace. Lower Low Watana was designed for a three-unit powerhouse with one headrace, three penstocks, and one tailrace. The diameters of the water conduits were sized to be consistent with the 1985 design. The powerhouse structures were also scaled accordingly. Table 5 - Watana Water Conduit and Powerhouse Size Parameters Item Lower Low Watana Low Watana Non-Exandable Low Watana Expandable Watana Number of Units 3 4 4 6 Unit Size (MW) 130 150 150 200 Plant Nameplate Capacity (MW) 390 600 600 1200 # of Headraces 1 2 3 3 Headrace Diameter (ft) 24 24 24 24 # of Penstocks 3 4 6 6 Concrete Lined Penstock Diameter (ft) 18 18 18 18 Steel Penstock Diameter (ft) 15 15 15 15 # of Tailrace Tunnels 1 1 2 2 Tailrace Diameter (ft) 34 34 34 34 4.4 Unit Costs U.S. Cost, a company specializing in creating cost estimates for large capital infrastructure projects, developed unit prices for the materials detailed in the 1982 estimate in 2008 dollars. This cost data was used to develop the estimates presented in the Interim Report and the same pricing was used in this study. Lump sum items were inflated using a construction cost index. For the water-to-wire turbine-generator equipment estimates, budget pricing for the Watana alternative was requested directly from manufacturers. The water-to-wire equipment includes turbines, generators, turbine shutoff valves, and other miscellaneous mechanical and electrical equipment, including installation costs. The equipment costs for other smaller alternatives were developed by scaling the Watana vendor quotes on a per kilowatt basis. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 14 Final Draft 4.5 Indirect Costs A contingency of 20 percent was added to the direct construction costs to reflect level of design and uncertainty in the project. Project licensing, environmental studies and engineering design were estimated at 7 percent of direct construction costs. Construction management was estimated at 4 percent of the direct construction costs, and has been included as a separate line item. 4.6 Interest During Construction and Financing Costs Costs associated with interest during construction and project financing are not included in the estimates. 4.7 Changes from 1983 Design The camps, access roads and transmission, infrastructure assumptions used in the 1983 configuration have been modified as discussed below. 4.7.1 Camps Reductions were made in the scale of the permanent and construction camps needed to accommodate the workers. These changes were made based on the fact that permanent town facilities were no longer necessary due to advances in remote project operation. It was also assumed that due to modern construction methods, the number of construction personnel could be reduced. It was assumed that 750 people would need to be housed for the Lower Low Watana arrangement, 825 people for Low Watana and 900 people for Watana. In 1983 it was originally assumed that housing would be provided for 3000 people plus families. Budget pricing for the construction camp was provided by vendors. 4.7.2 Access For all the Watana alternatives, access is assumed to be via the Denali Highway from the north as shown in Figure 4. The route would include the upgrade of 21 miles of the Denali Highway to a construction grade road and the construction of approximately 40 miles of new road to the Watana site. The price per mile of new road has been assumed at $3M/mile which is the current budgetary estimate of the Alaska Department of Transportation and Public Facilities for the road to Bettles and Umiat from the Dalton Highway which is similar in nature to the road that would be required for a Susitna project. Upgrading of the Denali Highway has been assumed to be $1M/mile and local site roads have been estimated at $750k/mile. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 15 Final Draft Figure 4 - Proposed Access Route For the Devil Canyon and High Devil Canyon alternatives, rail access was assumed and will originate on the Parks Hwy near MP 156 and proceed upstream on the south side of the river. 4.7.3 Transmission A separate study (EPS, 2009) has investigated the transmission lines and interconnection requirements for the entire Alaska railbelt region as part of the RIRP process and the results are incorporated here at the direction of the AEA. This study estimates that a transmission line from the project site to the substation at Gold Creek would cost approximately $4.5M/mile. Substation costs are estimated at $16M per location. No costs have been assumed to increase or modify the regional transmission grid beyond the Gold Creek substation. 4.8 Conclusions The approach, methodology and assumptions previously described resulted in the estimated project costs detailed below in the summary table. Parks Highway New Road Watana Denali Highway Cantwell Railroad Gold Creek HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 16 Final Draft Table 6 - Alternate Project Configuration Cost Summary Table ($Millions) FERC Line # Line Item Name Lower Low Watana Low Watana Non-Expandable Low Watana Expandable Watana Watana RCC* Devil Canyon High Devil Canyon*Watana/ Devil Canyon Staged Watana/ Devil Canyon 71A Engineering, Env., and Regulatory (7%) $ 213 $ 236 $ 259 $ 338 $342 $191 $281 $501 $528 330 Land and Land Rights $ 121 $ 121 $ 121 $ 121 $121 $52 $121 $173 $173 331 Power Plant Structure Improvements $ 93 $ 115 $ 159 $ 159 $159 $165 $159 $324 $325 332.1-.4 Reservoir, Dams and Tunnels $ 1,415 $ 1,538 $ 1,718 $ 2,424 $2,307 $900 $1,803 $3,324 $3,485 332.5-.9 Waterways $ 590 $ 590 $ 677 $ 677 $558 $415 $552 $1,093 $1,191 333 Waterwheels, Turbines and Generators $ 213 $ 297 $ 297 $ 475 $487 $295 $487 $770 $834 334 Accessory Electrical Equipment $ 29 $ 41 $ 41 $ 72 $57 $38 $57 $110 $119 335 Misc Power Plant Equipment $ 17 $ 21 $ 32 $ 32 $32 $29 $32 $61 $61 336 Roads, Rails and Air Facilities $ 232 $ 232 $ 232 $ 280 $584 $535 $490 $388 $394 350-390 Transmission Features $ 177 $ 224 $ 224 $ 353 $322 $99 $119 $481 $481 399 Other Tangible Property $ 12 $ 16 $ 16 $ 20 $12 $16 $12 $36 $42 63 Main Construction Camp $ 150 $ 180 $ 180 $ 210 $244 $180 $189 $390 $440 71B Construction Management, 4% $ 122 $ 135 $ 148 $ 193 $195 $109 $161 $286 $302 Total Subtotal $ 3,384 $ 3,746 $ 4,104 $ 5,354 $5,420 $3,024 $4,463 $7,937 $8,375 Total Contingency $ 676 $ 749 $ 821 $ 1,071 $1,155 $605 $954 $1,587 $1,675 Total (Millions of Dollars, rounded) $ 4,100 $ 4,500 $ 4,900 $6,400 $6,600 $3,600 $5,400 $9,600 $10,000 * R&M (2009) HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 17 Final Draft 5 Project Development Schedule Updated schedules were developed for each of the project alternatives. These schedules extend from approval, through licensing, design, construction, and commissioning. The primary purpose of these schedules is to provide timelines for cash flow and estimated energy revenue to determine economic feasibility. These schedules assume that: Construction times are based on 1983 FERC license application. The licensing process from start to FERC order is estimated at 7 to 10 or more years. We have set a reasonable target of 8 years for the proposed project analysis, provided that the effort is begun immediately, ambitiously, fully funded, and conducted in parallel with environmental studies, engineering, and with active public outreach and cooperation by stakeholders. The FERC License Application will be based on the 1985 application, updated to reflect more than 20 years of regulatory changes and changes in engineering and construction methods. Any new environmental studies will be based on data acquired during the studies in the 1980’s, updated to reflect present site conditions, public interests, wildlife, and recreational needs. Construction will begin immediately upon issuance of the license. Roads and staging will be state permitted outside the FERC project and will begin several years before FERC license, including pioneer and permanent roads, airports, bridges, construction camps and staging areas. Building facilities in advance of the project license is the most effective way to trim the projected timeline although there is some uncertainty whether permits could be obtained to construct these facilities before the project license is issued. The schedule for each of the project alternatives would be extended by one to two years if this assumption is not valid. Construction of diversion dams and tunnels will begin on issuance of the license, with upstream and downstream coffer dams and tunnels to divert the Susitna River during construction of main dams at Watana/Devil Canyon. Spillway construction will follow diversion dam and tunnel construction, and will include site preparation, approach channels, control structures, gates, stoplogs, chute, and flip buckets for main and emergency spillways. Dam construction at Watana will follow site preparation, grouting, and installation of a pressure relief system. The main dam construction at Devil Canyon will include a thin-arch concrete dam, preceded by site preparation, foundations, abutments, and thrust blocks. Rock-fill saddle dam construction will follow grouting and pressure relief system. The powerhouse and transmission will include power intake, tunnels/penstock, surge chamber, tailrace, powerhouse, turbine/generators, mechanical/electrical systems, switchyard, control buildings, and transmission lines. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 18 Final Draft Reservoir filling will be based on the latest hydrologic data for inflow and turbine data for outflow. Devil Canyon construction will commence immediately upon completion of Watana for the Watana/Devil Canyon alternative. Table 7 - Power Generation Time Estimates Alternative Generation of first power (years)* Generation of full power (years)* Lower Low Watana 13 14 Low Watana (both alternatives) 14 15 Watana (both alternatives) 15 16 Devil Canyon 14 15 High Devil Canyon 13 14 Watana/Devil Canyon 15 20 Staged Watana/Devil Canyon 15 24 *From start of licensing HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 19 Final Draft 6 Project Development Issues Development of a hydroelectric project on the Susitna River would face a variety of issues over their design lifetime. The design lifetime for a modern dam is greater than 100 years. The following discussion is not intended to be all inclusive but rather highlight the likely major areas of concern. 6.1 Engineering The projects being contemplated for the Susitna River would be on the larger end of the scale in the world in terms of size of the dams. Projects of this size have not been undertaken in the United States for many decades. As such, a major engineering effort will be required. 6.2 Siltation Rivers, by nature, transport the products of erosion to the oceans. Dams interrupt this flow of material. Given time the effective amount of storage in the reservoir behind the dam can diminish. The alternatives investigated here have been designed with dead storage to accommodate bedload and it is not expected that siltation will have any detrimental affect on the energy projected energy production of any of the projects during their design lifetime. 6.3 Seismicity Seismic (earthquake) events have the potential to effect hydroelectric projects. The main areas of concern are damage from ground shaking, opening of faults along the dam axis, landslides and settlement, and the creation of large waves in the reservoir. The previous studies on seismicity have concluded that these concerns can be designed for and therefore do not pose a significant threat. New analytic methods are now available to evaluate more complex seismic situations and these evaluations, along with the most stringent safety factors would be incorporated into a modern project design (R&M, 2009). 6.4 Climate Change There has been much discussion about climate change and what the effects of climate change will be on river flows. Analyses of the potential affects of climate change on the Susitna River are included in Appendix D. The annual runoff from the Susitna River basin shows remarkable balance during very disparate climate regimes. The analyses support the consistent supply of water from the basin precipitation to support hydro-power generation regardless of the climate fluctuations. While global climate models suggests additional warming may impact the Arctic and Alaska, it seems very unlikely that these impacts will cause an unbalance in the runoff production of the basin. Based on this, there is no conclusive evidence to suggest that runoff will be statistically different in the next 50 years from what it has been in the last 50 years. 6.5 Environmental Issues After the Susitna project was discontinued in 1986 a database of 3,573 documents was created. In September 2008, the 87 most-relevant documents were scanned into HDR’s files, of which 18 HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 20 Final Draft of the most relevant environmental documents were summarized. A synthesis of the 7 most- pertinent documents was completed. Because not all of the documents were summarized, some relevant information has likely been overlooked; however, most information was included in the synthesis. These documents contain information on potential impacts of the proposed project and mitigation proposals for those impacts. Specifically, the documents deal with fisheries resources, botanical resources, wildlife resources, and cultural resources in the potential project area. The documents divide the Susitna River Basin into 4 geographic regions: Impoundment zones Middle Susitna River Lower Susitna River Access roads and transmission lines The potential impacts and mitigation options are discussed for each category in each geographic region as much as possible. It is important to note that not all categories will be impacted in all geographic regions. Mitigation for the proposed impacts is divided into the following categories: avoidance, minimization, rectification, reduction, and compensation. Avoidance is always the preferred mitigation, though it is not usually feasible. Compensation is the only mitigation option for many of the impacts. 6.5.1 Fisheries Impacts The fisheries resources have the highest potential to be impacted by the project. Most of the potential impacts will occur in the middle Susitna River. There will be impacts due to changes in water quality, thermal activity, the water’s suspended sediment load, reservoir draw-down fluctuations, impoundment zone inundation, flow regime, and lost fish habitat. Not all impacts to fish populations will be negative. For example, the increase in winter water temperatures could lead to the creation of more overwintering habitat and thus greater fish survival; however, the cooler spring water temperatures will slow fish growth. In the Watana impoundment zone, 51 river miles will be inundated and transformed into reservoir habitat. An additional 27 miles of tributary streams and 31 lakes will be inundated. In the Devil Canyon impoundment zone 31 miles of the main river channel will be inundated and an additional 6 miles of tributary streams will be impacted. Mitigation for these impacts was proposed by compensation through land acquisition, habitat modification, and reservoir stocking. 6.5.2 Botanical Impacts The project area contains 295 vascular plant species, 11 lichen genera, and 7 moss taxa. Low Watana inundation will permanently remove 16,000 acres of vegetation. Devil Canyon inundation will permanently remove 6,000 acres of vegetation. Watana inundation will permanently remove an additional 16,000 acres of vegetation. There will be a total of 38,000 acres of vegetation permanently removed. Most of the vegetation inundated will be spruce forest. An additional 836 acres of vegetation will be permanently removed due to access road HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 21 Final Draft construction. In the transmission corridor affect on vegetation will be minimal due to intermittent placement of control stations, relay buildings, and towers. There will be limited botanical impacts downstream from the reservoir(s). These involve changes to the vegetation due to a more stable environment. Due to flow regulation there will no longer be major flooding events, which destroy the riparian vegetation; instead; rather, there will be succession of the riparian vegetation and colonization of new floodplains. The increase in winter water temperatures will decrease the amount of ice scouring that occurs, which will result in effects similar to those caused by the decrease in flooding. Botanical resource mitigation will consist largely of compensation for permanently removed vegetation. 6.5.3 Wildlife Impacts Within the Susitna River Basin there are 135 bird species, 16 small-mammal species, and 18 large-mammal and furbearing species. There are currently no known listed endangered species in the project area. There will be 5 classes of potential impacts to terrestrial vertebrates: Permanent habitat loss, including flooding of habitat and covering with gravel pads or roads. Temporary habitat loss and habitat alteration resulting from reclaimed and revegetated areas such as borrow pits, temporary right of ways, transmission corridors, and from alteration of climate and hydrology. Barriers, impediments, and hazards to movement. Disturbances associated with project construction and operation. Consequences of increased human access not directly related to project activities. Mitigation for the proposed impacts involve mostly compensation since there will be permanent habitat loss for most species. 6.5.4 Cultural Resource Impacts Within the proposed project area, 297 historic and prehistoric archaeological sites were located. An additional 22 sites were already on file. Sites located within 500 feet of the reservoir’s maximum extent may be indirectly impacted due to slumping from shoreline erosion. Indirect impacts may also result from vandalism due to increase in access to the sites. The project has the potential to impact 140 sites. None of these sites will occur in the proposed road corridor or transmission lines. The majority of these sites are relatively small prehistoric sites. Mitigation for the lost cultural resources will mostly occur through data recovery. Preservation would also be used for some sites. Options to consider include construction of protective barriers to minimize erosion, controlled burial, or fencing of the site to restrict access. Currently, there are a variety of federal, state, and local land use plans that encompass the Susitna Basin. 6.5.5 Carbon Emissions According to the United Nations working group on carbon emissions from freshwater reservoirs the worst case carbon emissions from a reservoir in a boreal climate is 6.7 grams per square meter per year (United Nations, 2009). For the Watana/Devil Canyon alternative this equates to HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 22 Final Draft 465,000 metric tons of carbon per year or 0.065 metric tons per MWhr. The US Department of Energy reports the average carbon emissions due to electric generation for the State of Alaska to be 0.6261 metric tons per MWhr. Operation of the Susitna project has the potential to eliminate up to 4 million metric tons of carbon production per year. 1 http://www.eia.doe.gov/cneaf/electricity/st_profiles/alaska.html HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 23 Final Draft 7 References Acres 1981. Susitna Basin Development Selection. Task 6 Development Section. Subtask 6.05 Development Section Report. Appendix F Single and Multi Reservoir Simulation Studies. Acres 1981. Susitna Hydroelectric Project. Task 6 Development Section. Subtask 6.05 Development Section Report. Plate 6.4. High Devil Canyon Layout. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 2 Engineering and Economic Aspects. Section 12 Watana Development. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 2 Engineering and Economic Aspects. Section 16 Devil Canyon Development. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 2 Engineering and Economic Aspects. Section 11 Access Plan Selection. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 2 Engineering and Economic Aspects. Section 16 Cost Estimates. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 6. Appendix C Cost Estimates Final Draft. Acres 1982. Susitna Hydroelectric Project Feasibility Report. Volume 1 Engineering and Economic Aspects Sections 17 Development Schedules. Entrix, 1985. Impoundment area impact assessment and mitigation plan. Susitna Hydroelectric Project Impact Assessment and Mitigation Report No. 2. Entrix, Inc., Under contract to Harza-Ebasco Susitna Joint Venture. Prepared for the Alaska Power Authority. EPS 2009. Susitna Hydro Transmission Study. Report to AEA dated October 22, 2009 Harza Ebasco. 1985. Introduction to the Amendment to the License Application before the Federal Energy Regulatory Commission. Chapter III Project Description. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Volume 1. Exhibit A Project Description. Sections 1- 15. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Volume 15. Exhibit F Project Design Plates. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Volume 16. Exhibit F Supporting Design Report. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Volume 2. Exhibit B Project Operation and resource Utilization. Section 3 Description of Project Operation. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Volume 2. Exhibit B Project Operation and resource Utilization. Section 4 Power and Energy Production. Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application. Exhibit D Project Costs and Financing. Section 1 Estimates of Cost. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 24 Final Draft Harza Ebasco. 1985. Susitna Hydroelectric Project Draft License Application Exhibit C Proposed Construction Schedule. Harza Ebasco. 1985a. Susitna Hydroelectric Project Draft License Application Volume 9 Exhibit E Chapter 3 Sections 1 and 2 – Fish, Wildlife and Botanical Resources. Harza Ebasco. 1985b. Susitna Hydroelectric Project Draft License Application Volume 10 Exhibit E Chapter 3 Section 3 – Fish, Wildlife and Botanical Resources. Harza Ebasco. 1985c. Susitna Hydroelectric Project Introduction to the Amendment to the License Application. Harza Ebasco. 1985d. Susitna Hydroelectric Project Draft License Application Volume 11 Exhibit E Chapter 3 Sections 4, 5, 6 & 7 – Fish, Wildlife and Botanical Resources. Harza Ebasco. 1985e. Susitna Hydroelectric Project Draft License Application Volume 12 Exhibit E Chapter 4, 5, and 6. – Cultural Resources, Socioeconomic Resources, and Geological and Soil Resources. R&M 2009. Susitna Project. Seismic Setting Review and Geologic and Geotechnical Data Reports Review. Memo to AEA dated July 2, 2009 R&M 2009. Susitna Project. Watana and High Devil Canyon RCC Dam Cost Evaluation. Final Report dated November 16, 2009. United Nations Educational, Scientific and Cultural Organization. Scoping Paper: Assessment of the GHG Status of Freshwater Reservoirs. April 2008 U.S. Cost 2008. 1982 to 2008 Cost Estimate for Susitna Hydroelectric Project. Woodward-Clyde Consultants. 1984. Susitna Hydroelectric Project: Fish Mitigation Plan. Prepared for the Alaska Power Authority. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 Final Draft Appendix A: Energy Analysis Input and Results For the purposes of this submittal, the appendices have been attached as PDFs. Lower Low Watana 170MW.cof Complete Scenario Data for Scenario - Lower Low Watana 170MW Written out on 10/14/2009 1:27:11 PM System Misc. - 170MW Winter Demand Description - Notes - CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0.035 20 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 4 9 8 2 Page 1 Lower Low Watana 170MW.cof 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 9 12 6 1 Page 2 Lower Low Watana 170MW.cof 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - Watana Lite Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False 1900 2630700 False Page 3 Lower Low Watana 170MW.cof 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - Watana Lite Spillway Capacity Description - Notes - Elevation Flow 1951 258000 1954.1 278400 Outlet3 Data - None Elevation Flow Plant_Options Data - Watana Only Plant Options Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False 1700 6000 False 1800 10000 False 1900 15000 False Page 4 Lower Low Watana 170MW.cof 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - Watana Lite Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Watana Only Daily Average Flows Description - Notes - Based on environmental flow case E-VI from 1985 ammendment to FERC application Table B.3.3.1, taking into account drainage area proation. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1682 False False 125 1682 False False 126 3364 False False 132 3364 False False 133 5045 False False 153 5045 False False 154 7568 False False 244 7568 False False 245 6727 False False 251 6727 False False 252 5886 False False 258 5886 False False 259 5045 False False 287 5045 False False 288 4205 False False 294 4205 False False 295 3364 False False 301 3364 False False 302 2523 False False 336 2523 False False 337 1682 False False 365 1682 False False Target_Elev Data - Watana Lite Description - Notes - Page 5 Lower Low Watana 170MW.cof IDay Elevation 1 1920 121 1850 152 1866 182 1894 213 1916 244 1934 274 1945 305 1950 365 1920 Flood_Elev Data - Watana Lite Description - Notes - IDay Elevation 1 1951 365 1951 Min_Elev Data - Watana I Minimum Elevations Description - Notes - Data from 1985 ammendment to FERC application for the Susitna Project Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 1850 365 1850 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Page 6 Lower Low Watana 170MW.cof Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Watana Lite Description - Notes - Plant_Generation Data - Watana Lite Generation Description - Notes - Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 16 7 10 0 2 16 7 10 0 3 16 7 10 0 Head Loss Data, ID = - 16, Name = Watana Lite Description - Notes - Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 2.93418E-07 9.01789E-08 0 3 2 2.97559E-07 9.01789E-08 0 3 3 3.0032E-07 9.01789E-08 0 3 Turbine Performance, ID = - 10, Name = Watana Lite Description - Notes - Head Flow Eff 405 855 0.701 405 1620 0.851 405 2340 0.921 405 2610 0.926 405 2790 0.921 405 3240 0.891 427.5 878.43 0.7055 427.5 1664.39 0.8555 427.5 2404.12 0.9255 427.5 2681.52 0.9305 427.5 2866.45 0.9255 427.5 3328.78 0.8955 450 901.25 0.71 450 1707.63 0.86 450 2466.58 0.93 450 2751.18 0.935 450 2940.92 0.93 450 3415.26 0.9 475 925.95 0.72 475 1754.42 0.87 475 2534.17 0.94 475 2826.57 0.945 475 3021.51 0.94 475 3508.85 0.91 500 950 0.72 500 1800 0.87 Page 7 Lower Low Watana 170MW.cof 500 2600 0.94 500 2900 0.945 500 3100 0.94 500 3600 0.91 Generator Performance Data, ID = - 7, Name = Watana Generator Performance Description - Notes - Generator efficiency curve based on data for as-built large hydro generators -DEE 12_4_2008 gOutput Eff Cap 44 0.9283 230 65 0.95 230 86 0.9608 230 108 0.968 230 130 0.9715 230 143 0.9732 230 156 0.9748 230 165 0.9756 230 174 0.9764 230 200 0.9781 230 219.51 0.9781 230 230 0.9781 230 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Scenario Information for Devil Canyon Physical Setting Conditions, Name - No Devil Canyon Description - Notes - Res_Storage Data - Devil Canyon Reservoir Volume Description - Notes - Data from 1985 ammendment to the FERC applicationf ro Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 800 0 False 900 0 False 1000 9800 False 1100 52490 False 1200 139670 False 1300 326770 False 1400 701970 False Page 8 Lower Low Watana 170MW.cof 1450 1046350 False Tailwater Data - Devil Canyon Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application for the Susitna Project -DEE Flow Elevation 0 845 9000 850 26000 855 60000 860 119000 865 200000 870 Ramp_Curve Data - None Elevation Flow Outlet1 Data - No Dam Description - BPK 2008-12-16 Notes - Dummy data to allow all inflows to exit through the non-existant dam. Should only be used for reservoir filling scenarios. Elevation Flow 1 1000000 Outlet2 Data - No Devil Canyon Spillway Capacity Description - Notes - Elevation Flow 1401 240000 1401.5 309000 Outlet3 Data - None Elevation Flow Plant_Options Data - No Devil Canyon Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 0 Res_Area Data - Devil Canyon Reservoir Area Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 900 0 False 1000 100 False 1100 800 False 1200 1200 False Page 9 Lower Low Watana 170MW.cof 1300 2200 False 1400 6300 False 1450 7200 False Evaporation Data - Devil Canyon Evaporation Description - BPK 2008-12-16 Notes - As per table B.3.1.11 from 1985 ammendment to the FERC application. Assumes reservoir area of 7200 acres. -DEE Modified for units of ft per acre per day. iMonth Coeff 5 0.007258 6 0.0075 7 0.006989 8 0.005108 9 0.003333 Operating Setting Conditions, Name - No Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - No Devil Canyon Description - Notes - IDay Elevation 1 1200 365 1200 Flood_Elev Data - No Devil Canyon Flood Elevations Description - Notes - IDay Elevation 1 1401 365 1401 Min_Elev Data - Devil Canyon Fill Minimum Elevations Description - Notes - IDay Elevation 1 890 365 890 Level_Fluct Data - None Page 10 Lower Low Watana 170MW.cof IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - No Devil Canyon Description - Notes - Plant_Generation Data - None Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 11 Summary 171 171 171 162 136 289 363 376 355 206 171 172 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 52-year Average 127,450 115,837 127,230 116,804 100,961 207,857 269,934 279,998 255,879 153,473 123,388 127,631 2,006,443 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 1950 127,412 114,885 127,354 90,163 91,208 172,726 229,001 282,135 211,331 117,276 123,454 127,730 1,814,674 1951 127,425 114,886 127,340 102,768 94,501 183,016 258,489 282,159 272,760 149,411 123,382 127,641 1,963,778 1952 127,455 118,987 127,325 107,297 52,833 182,514 279,755 281,947 273,491 187,029 123,413 127,560 1,989,607 1953 127,375 114,886 127,341 107,410 96,995 237,778 282,060 281,982 273,672 137,464 123,379 127,668 2,038,011 1954 127,452 114,888 127,309 107,774 94,948 209,302 281,877 280,982 268,380 117,936 123,383 127,618 1,981,849 1955 127,467 114,888 127,249 123,068 90,657 184,315 280,314 281,115 269,508 124,293 123,385 127,697 1,973,956 1956 127,408 118,992 127,351 94,692 93,720 234,914 279,982 281,231 273,306 146,101 123,388 127,591 2,028,675 1957 127,437 114,891 127,226 123,100 91,956 221,689 281,507 281,994 273,034 192,795 123,426 127,506 2,086,562 1958 127,408 114,885 127,242 123,158 92,832 195,858 279,040 281,639 197,416 117,503 123,395 127,715 1,908,092 1959 127,452 114,892 127,306 121,406 93,078 194,175 279,566 280,191 267,610 150,442 123,385 127,606 2,007,110 1960 127,460 118,992 127,250 123,106 93,784 178,359 232,384 281,413 272,923 183,715 123,392 127,578 1,990,356 1961 127,487 114,893 127,158 123,150 107,082 236,317 281,224 281,697 274,129 151,931 123,379 127,636 2,076,084 1962 127,477 114,889 127,142 123,153 92,751 227,528 280,980 281,421 273,504 156,999 123,366 127,604 2,056,813 1963 127,434 114,893 127,267 121,425 90,442 227,129 279,634 281,400 265,622 143,139 123,380 127,644 2,029,407 1964 127,422 118,991 127,370 87,931 41,300 234,875 281,536 282,769 232,030 132,359 123,385 127,612 1,917,580 1965 127,403 114,887 127,351 102,186 90,968 184,960 278,170 281,793 272,869 173,673 123,382 127,680 2,005,323 1966 127,466 114,893 127,290 123,089 90,710 210,959 281,427 281,752 266,886 120,956 123,415 127,735 1,996,576 1967 127,474 114,893 127,253 123,060 92,600 217,645 280,942 279,953 269,096 124,355 123,382 127,671 2,008,323 1968 127,506 118,998 127,147 123,163 94,755 234,430 280,871 282,637 228,287 117,034 123,455 127,724 1,986,007 1969 127,413 114,883 127,353 95,358 91,419 168,763 190,461 197,682 143,108 108,290 123,086 127,239 1,615,056 1970 127,433 114,885 127,368 89,991 89,080 171,593 229,164 282,213 231,590 117,700 123,382 127,611 1,832,008 1971 127,426 114,887 127,328 112,366 61,020 174,957 277,164 280,131 267,913 124,537 123,394 127,576 1,918,697 1972 127,474 118,998 127,158 123,158 109,517 263,299 281,569 282,233 255,818 117,525 123,386 127,690 2,057,824 1973 127,416 114,893 127,315 110,241 81,145 179,063 261,749 281,749 223,759 117,261 123,458 127,728 1,875,777 1974 127,420 114,885 127,367 88,609 92,418 180,695 243,687 282,202 255,504 124,163 123,430 127,742 1,888,122 1975 127,481 114,894 127,207 123,119 93,248 229,358 280,630 282,449 273,474 184,392 123,382 127,654 2,087,287 1976 127,430 118,991 127,345 100,877 93,041 189,638 260,489 282,069 186,355 116,730 123,454 127,735 1,854,154 1977 127,487 114,891 127,135 123,208 92,558 229,167 281,549 282,197 273,418 175,374 123,389 127,547 2,077,920 1978 127,443 114,890 127,184 123,126 95,102 176,279 245,098 282,637 214,517 117,421 123,389 127,690 1,874,776 1979 127,472 114,893 127,308 123,024 91,735 194,043 275,848 282,010 255,218 156,711 123,429 127,517 1,999,208 1980 127,400 118,992 127,155 123,200 93,188 201,038 279,907 281,914 272,183 179,676 123,412 127,548 2,055,613 1981 127,441 114,889 127,144 123,167 98,360 204,825 268,783 279,026 270,971 161,518 123,405 127,571 2,027,101 1982 127,432 114,890 127,155 123,180 93,491 197,514 279,561 282,965 273,383 171,723 123,381 127,626 2,042,301 1983 127,509 114,894 127,159 123,180 96,717 216,758 281,554 281,238 267,851 180,237 123,405 127,565 2,068,068 1984 127,456 118,997 127,151 123,151 94,730 202,168 281,245 282,021 231,852 118,057 123,392 127,583 1,957,803 1985 127,454 114,890 127,139 123,167 91,750 194,982 280,530 282,113 273,793 166,513 123,388 127,608 2,033,327 1986 127,446 114,892 127,148 123,188 92,426 176,590 247,417 282,622 273,691 236,469 123,416 127,553 2,052,856 1987 127,415 114,892 127,128 123,117 94,453 193,089 272,813 281,779 262,142 124,154 123,387 127,623 1,971,993 1988 127,451 118,997 127,163 123,165 95,958 229,016 281,012 282,185 266,514 163,347 123,415 127,587 2,065,810 1989 127,465 114,892 127,146 123,135 96,558 211,672 281,432 281,641 273,763 185,285 123,403 127,582 2,073,974 1990 127,446 114,893 127,140 123,410 141,690 269,794 281,427 281,385 271,909 172,428 123,379 127,643 2,162,546 1991 127,481 114,893 127,184 123,112 90,389 171,378 255,140 282,436 270,858 137,534 123,379 127,641 1,951,425 1992 127,485 118,996 127,165 123,094 91,002 171,813 248,877 281,880 237,705 117,407 123,400 127,696 1,896,520 1993 127,512 114,892 127,162 123,162 114,995 251,286 282,266 282,331 272,729 225,414 123,386 127,560 2,172,695 1994 127,450 114,890 127,185 123,087 97,956 225,292 281,914 282,356 223,755 117,285 123,399 127,693 1,972,263 1995 127,508 114,892 127,140 123,145 108,038 221,886 281,097 282,407 273,157 158,671 123,388 127,620 2,068,948 2002 127,479 114,892 127,142 123,194 126,627 192,399 222,475 275,714 273,306 263,832 123,067 128,037 2,098,165 2003 127,372 114,897 127,165 123,217 147,373 194,999 270,169 281,411 263,613 198,790 123,382 127,621 2,100,011 2004 127,451 118,994 127,269 123,041 189,839 257,748 281,599 282,121 222,341 115,850 123,530 127,737 2,097,518 2005 127,489 114,890 127,268 123,102 192,773 268,422 280,230 281,210 271,967 208,136 123,381 127,643 2,246,511 2006 127,458 114,894 127,128 123,174 140,515 211,652 280,797 279,591 267,997 221,473 123,408 127,551 2,145,639 2007 127,464 114,893 127,180 123,239 183,719 218,920 280,132 281,791 273,690 152,303 123,387 127,602 2,134,320 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Energy Production Estimates Lower Low Watanat : 170MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 4,951 5,053 5,339 5,385 4,433 9,975 16,724 18,393 12,505 5,809 4,709 4,784 Monthly Outflow Volume Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 305,208 285,431 335,231 252,561 252,342 437,988 535,843 1,016,938 480,958 260,070 282,590 299,402 4,744,561 1951 305,266 285,674 335,324 288,240 253,389 444,522 701,334 1,017,422 1,064,700 333,996 278,869 293,491 5,602,228 1952 304,706 284,181 331,906 299,312 151,678 456,721 1,119,537 1,081,771 743,268 419,019 277,526 291,297 5,760,923 1953 305,059 285,298 334,422 300,862 253,394 574,059 1,044,246 1,065,600 789,576 303,068 279,195 294,579 5,829,359 1954 305,004 284,557 332,706 301,046 253,449 498,494 921,317 1,349,641 695,076 260,184 278,537 292,744 5,772,755 1955 304,438 282,807 328,071 339,824 253,445 458,501 1,180,043 1,331,563 754,590 274,454 279,859 295,717 6,083,311 1956 305,224 285,869 334,910 264,913 252,216 793,462 1,607,658 1,268,766 917,353 326,848 278,268 291,988 6,927,475 1957 304,570 282,930 327,820 339,569 253,472 529,687 1,138,537 1,062,048 990,824 438,385 277,264 288,999 6,234,105 1958 304,080 282,423 327,558 339,272 253,347 468,523 930,343 1,173,440 447,002 260,102 280,445 296,311 5,362,847 1959 304,806 283,743 330,309 337,578 253,448 464,633 1,032,185 1,612,248 880,138 331,659 278,374 292,354 6,401,476 1960 304,397 282,948 327,981 339,792 253,450 438,121 588,262 1,219,868 1,026,309 423,338 278,100 291,439 5,774,005 1961 303,950 280,852 323,078 328,892 272,685 767,846 1,270,670 1,142,819 675,720 342,273 278,953 293,246 6,280,983 1962 304,448 282,436 326,518 336,739 253,432 1,109,578 1,336,947 1,217,690 811,996 350,587 278,244 292,395 6,901,011 1963 293,842 275,779 314,599 320,627 316,824 268,146 667,155 1,783,662 1,098,016 640,281 283,000 288,523 6,550,453 1964 305,178 285,669 335,196 246,190 120,526 1,096,704 1,186,509 850,487 531,154 292,990 278,291 293,011 5,821,907 1965 305,258 285,627 334,804 285,992 253,475 450,628 1,157,645 1,106,713 953,492 425,310 279,544 294,904 6,133,392 1966 304,928 283,935 329,801 340,673 253,476 510,608 911,677 1,128,313 632,994 267,320 281,270 297,347 5,542,341 1967 304,826 283,561 329,062 340,934 253,434 521,289 1,364,308 1,686,748 881,403 274,458 279,555 294,358 6,813,938 1968 304,411 282,106 324,361 332,630 253,398 767,422 1,366,148 888,030 523,487 260,018 282,527 299,372 5,883,909 1969 305,474 286,448 336,824 267,704 253,485 437,896 462,731 464,046 339,821 260,180 301,458 327,232 4,043,301 1970 305,349 286,088 336,229 252,360 247,555 438,001 537,283 966,399 532,014 260,177 278,838 292,458 4,732,750 1971 304,699 284,106 331,543 313,018 174,485 446,848 922,375 1,649,748 770,476 274,512 278,047 291,460 6,041,316 1972 304,078 281,297 323,108 331,374 279,282 1,190,119 1,177,199 997,321 680,155 260,130 279,872 295,366 6,399,302 1973 305,014 284,577 331,852 307,178 229,414 450,141 616,429 977,632 529,111 260,096 282,633 299,319 4,873,396 1974 305,333 285,944 336,033 248,546 253,438 437,875 568,760 745,007 646,866 274,464 281,750 297,712 4,681,729 1975 304,811 283,413 328,242 339,345 253,394 671,781 1,432,944 938,070 813,345 417,515 278,538 294,345 6,355,741 1976 305,284 285,916 335,104 282,613 253,378 460,742 609,205 1,030,791 420,602 259,893 282,101 296,551 4,822,181 1977 304,468 282,460 326,203 336,400 253,440 855,010 1,182,524 1,003,193 639,977 394,999 277,672 290,656 6,147,002 1978 304,180 281,902 325,141 334,309 253,387 437,838 572,443 840,519 488,039 260,069 280,044 295,210 4,673,081 1979 304,924 283,945 330,159 341,488 253,444 466,191 1,203,661 1,057,872 584,483 349,225 277,261 289,589 5,742,243 1980 304,385 283,154 327,764 339,053 253,444 486,132 1,551,964 1,083,864 673,587 405,583 277,594 290,892 6,277,417 1981 304,421 281,427 324,128 332,999 253,363 485,722 1,445,632 1,957,992 728,791 363,859 277,721 291,574 7,047,630 1982 304,564 282,900 327,581 338,557 253,390 475,786 1,048,738 789,785 890,980 388,095 278,672 292,848 5,671,897 1983 304,002 281,068 322,822 331,547 253,398 515,177 948,338 1,266,625 716,252 403,746 277,669 291,258 5,911,904 1984 304,238 281,832 323,884 331,959 253,357 488,827 1,093,903 1,054,746 529,286 260,196 278,131 291,669 5,492,029 1985 304,309 282,145 325,333 334,074 253,469 469,009 1,133,879 1,029,931 783,587 375,066 278,187 292,523 5,861,512 1986 304,606 282,933 327,248 338,516 253,470 437,580 592,253 892,177 667,175 643,032 277,425 291,009 5,307,425 1987 304,587 283,111 327,348 337,598 253,370 463,970 1,203,372 1,124,614 715,380 274,897 278,176 293,122 5,859,543 1988 304,714 283,652 328,218 339,209 253,408 647,760 1,328,233 1,010,490 740,058 363,360 277,921 291,949 6,168,970 1989 304,327 281,857 324,305 332,699 253,422 505,382 1,129,623 1,157,618 772,185 426,155 277,686 291,879 6,057,138 1990 304,500 282,540 325,507 332,899 347,371 1,374,066 1,215,801 1,227,049 1,326,452 393,872 278,956 293,402 7,702,415 1991 304,413 282,106 325,154 334,406 253,513 437,669 597,825 927,921 642,479 303,084 278,899 293,332 4,980,801 1992 304,378 282,261 324,925 332,704 253,513 437,769 709,746 1,093,157 579,438 260,110 280,535 295,224 5,153,760 1993 304,529 282,213 325,375 334,083 292,247 597,253 980,484 969,227 1,069,361 528,312 277,762 291,035 6,251,882 1994 304,200 281,647 324,779 333,093 253,355 714,950 1,083,836 960,884 546,471 260,046 280,496 295,096 5,638,852 1995 304,530 282,287 325,347 333,528 272,694 526,419 1,303,205 950,255 957,638 357,047 278,193 293,100 6,184,244 2002 304,563 282,711 326,706 337,575 351,015 485,497 518,839 1,206,280 911,999 654,892 311,034 295,545 5,986,657 2003 304,173 281,358 322,366 331,720 409,451 487,114 1,281,696 1,224,775 810,964 454,256 278,592 292,852 6,479,318 2004 304,608 283,477 328,913 339,105 485,710 878,517 1,169,091 1,027,852 505,072 259,754 284,590 300,357 6,167,046 2005 304,690 283,252 328,733 339,707 490,890 1,568,075 1,552,087 1,274,403 1,282,641 508,467 278,641 293,660 8,505,246 2006 304,741 283,183 327,426 337,706 383,242 512,041 1,203,451 1,786,877 719,309 596,691 277,745 290,784 7,023,195 2007 304,016 280,815 322,035 328,548 481,218 520,515 1,034,556 1,117,178 781,335 337,494 278,330 292,271 6,078,310 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Outflow Lower Low Watanat : 170MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 52-year Average 1,914 1,900 1,883 1,864 1,868 1,916 1,946 1,950 1,949 1,948 1,943 1,933 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 1950 1,912 1,897 1,877 1,855 1,859 1,894 1,931 1,951 1,948 1,945 1,937 1,923 1951 1,912 1,897 1,877 1,855 1,869 1,910 1,941 1,951 1,951 1,949 1,944 1,934 1952 1,913 1,899 1,880 1,858 1,851 1,899 1,949 1,951 1,950 1,950 1,948 1,938 1953 1,913 1,897 1,877 1,856 1,878 1,933 1,951 1,951 1,951 1,949 1,944 1,932 1954 1,913 1,898 1,879 1,857 1,871 1,922 1,950 1,951 1,950 1,949 1,945 1,935 1955 1,914 1,901 1,883 1,862 1,856 1,901 1,950 1,951 1,951 1,948 1,942 1,930 1956 1,912 1,896 1,877 1,856 1,868 1,933 1,951 1,951 1,951 1,949 1,946 1,937 1957 1,913 1,901 1,883 1,863 1,861 1,925 1,951 1,951 1,951 1,950 1,948 1,943 1958 1,914 1,901 1,884 1,863 1,864 1,916 1,947 1,951 1,947 1,946 1,941 1,929 1959 1,913 1,899 1,881 1,860 1,863 1,916 1,948 1,951 1,950 1,949 1,945 1,936 1960 1,914 1,901 1,883 1,863 1,867 1,906 1,933 1,951 1,951 1,950 1,946 1,938 1961 1,915 1,904 1,888 1,873 1,886 1,931 1,951 1,951 1,951 1,948 1,944 1,935 1962 1,914 1,901 1,884 1,865 1,864 1,930 1,951 1,951 1,951 1,949 1,946 1,936 1963 1,933 1,912 1,899 1,880 1,858 1,871 1,934 1,951 1,951 1,950 1,949 1,944 1964 1,912 1,897 1,877 1,855 1,850 1,931 1,951 1,951 1,949 1,949 1,946 1,935 1965 1,912 1,897 1,877 1,856 1,857 1,909 1,949 1,951 1,951 1,949 1,943 1,931 1966 1,913 1,899 1,881 1,862 1,857 1,918 1,950 1,951 1,950 1,947 1,939 1,927 1967 1,913 1,900 1,882 1,861 1,862 1,924 1,951 1,951 1,951 1,948 1,943 1,932 1968 1,914 1,902 1,887 1,869 1,871 1,933 1,951 1,951 1,948 1,944 1,937 1,923 1969 1,912 1,896 1,875 1,855 1,858 1,886 1,910 1,924 1,918 1,913 1,903 1,884 1970 1,912 1,896 1,876 1,855 1,858 1,892 1,931 1,951 1,949 1,947 1,944 1,936 1971 1,913 1,899 1,880 1,858 1,850 1,890 1,947 1,951 1,950 1,949 1,946 1,938 1972 1,914 1,903 1,888 1,870 1,884 1,944 1,951 1,951 1,950 1,946 1,942 1,931 1973 1,913 1,898 1,880 1,858 1,854 1,897 1,940 1,950 1,948 1,945 1,937 1,923 1974 1,912 1,896 1,876 1,855 1,862 1,911 1,935 1,950 1,949 1,947 1,938 1,926 1975 1,913 1,900 1,883 1,863 1,866 1,930 1,951 1,951 1,951 1,950 1,945 1,932 1976 1,912 1,896 1,877 1,856 1,864 1,910 1,941 1,951 1,946 1,944 1,938 1,928 1977 1,914 1,901 1,885 1,866 1,864 1,930 1,951 1,951 1,950 1,949 1,947 1,939 1978 1,914 1,902 1,886 1,868 1,872 1,902 1,936 1,951 1,948 1,946 1,942 1,931 1979 1,913 1,899 1,881 1,861 1,860 1,914 1,948 1,951 1,949 1,949 1,948 1,941 1980 1,914 1,900 1,883 1,864 1,866 1,915 1,951 1,951 1,950 1,949 1,947 1,939 1981 1,914 1,903 1,887 1,869 1,883 1,920 1,947 1,951 1,951 1,949 1,947 1,938 1982 1,913 1,901 1,883 1,864 1,867 1,915 1,948 1,951 1,951 1,949 1,945 1,935 1983 1,915 1,903 1,889 1,870 1,878 1,924 1,950 1,951 1,950 1,949 1,947 1,938 1984 1,914 1,902 1,887 1,870 1,871 1,916 1,950 1,951 1,948 1,949 1,946 1,937 1985 1,914 1,902 1,886 1,868 1,862 1,914 1,950 1,951 1,951 1,950 1,946 1,936 1986 1,913 1,901 1,884 1,864 1,863 1,903 1,938 1,951 1,950 1,950 1,948 1,939 1987 1,913 1,900 1,884 1,865 1,870 1,914 1,947 1,951 1,950 1,949 1,946 1,935 1988 1,913 1,900 1,883 1,863 1,874 1,930 1,951 1,951 1,950 1,949 1,947 1,937 1989 1,914 1,902 1,887 1,869 1,878 1,922 1,951 1,951 1,951 1,950 1,947 1,937 1990 1,914 1,901 1,886 1,870 1,900 1,949 1,951 1,951 1,951 1,949 1,944 1,934 1991 1,914 1,902 1,886 1,867 1,857 1,891 1,939 1,951 1,950 1,949 1,944 1,934 1992 1,914 1,902 1,886 1,869 1,859 1,892 1,938 1,951 1,949 1,946 1,941 1,931 1993 1,914 1,902 1,886 1,868 1,885 1,936 1,951 1,951 1,951 1,950 1,947 1,939 1994 1,914 1,902 1,886 1,869 1,882 1,929 1,951 1,951 1,949 1,945 1,941 1,931 1995 1,914 1,901 1,886 1,869 1,889 1,926 1,951 1,951 1,951 1,950 1,946 1,935 2002 1,914 1,901 1,884 1,865 1,858 1,896 1,927 1,949 1,951 1,950 1,950 1,945 2003 1,914 1,903 1,889 1,870 1,861 1,900 1,946 1,951 1,950 1,949 1,945 1,935 2004 1,913 1,900 1,882 1,863 1,890 1,942 1,951 1,951 1,946 1,941 1,933 1,921 2005 1,913 1,900 1,882 1,863 1,893 1,948 1,951 1,951 1,951 1,950 1,945 1,934 2006 1,913 1,900 1,883 1,865 1,864 1,915 1,950 1,951 1,950 1,950 1,947 1,939 2007 1,914 1,904 1,890 1,873 1,882 1,923 1,949 1,951 1,951 1,948 1,946 1,936 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Reservoir Elevation Lower Low Watanat : 170MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Low Watana 245MW.cof Complete Scenario Data for Scenario - Low Watana 245MW Winter Load Written out on 10/14/2009 1:26:43 PM System Misc. - 245Mw Winter Demand Description - Notes - CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0.035 23 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 4 9 8 2 Page 1 Low Watana 245MW.cof 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 9 12 6 1 Page 2 Low Watana 245MW.cof 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - Watana I Only Settings Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False 1900 2630700 False Page 3 Low Watana 245MW.cof 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - Watana I Spillway Capacity Description - Notes - Based on minimum and maximum operating limits from 1985 ammendment to the FERC application for the Susitna Project. Elevation Flow 2014 258000 2017.1 278400 Outlet3 Data - None Elevation Flow Plant_Options Data - Watana Only Plant Options Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False 1700 6000 False 1800 10000 False Page 4 Low Watana 245MW.cof 1900 15000 False 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - Low Watana 4 Turbines Winter Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Watana Only Daily Average Flows Description - Notes - Based on environmental flow case E-VI from 1985 ammendment to FERC application Table B.3.3.1, taking into account drainage area proation. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1682 False False 125 1682 False False 126 3364 False False 132 3364 False False 133 5045 False False 153 5045 False False 154 7568 False False 244 7568 False False 245 6727 False False 251 6727 False False 252 5886 False False 258 5886 False False 259 5045 False False 287 5045 False False 288 4205 False False 294 4205 False False 295 3364 False False 301 3364 False False 302 2523 False False 336 2523 False False 337 1682 False False 365 1682 False False Target_Elev Data - Low Watana 4 Turbines Winter Description - Page 5 Low Watana 245MW.cof Notes - IDay Elevation 1 1959 121 1850 152 1878 182 1921 213 1957 244 1989 274 2006 305 2013 365 1959 Flood_Elev Data - Watana I Flood Elevation Description - Notes - Data from 1985 ammendment to FERC application for the Susitna Project Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 2014 365 2014 Min_Elev Data - Watana I Minimum Elevations Description - Notes - Data from 1985 ammendment to FERC application for the Susitna Project Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 1850 365 1850 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Page 6 Low Watana 245MW.cof Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Watana I Generating Settings Description - Notes - 11-20-2008 DEE Plant_Generation Data - Watana I Plant Generation Description - Notes - 4 units with a design head of 540 feet. -DEE 12_16_2008 Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 4 7 1 0 2 4 7 1 0 3 4 7 1 0 4 4 7 1 0 Head Loss Data, ID = - 4, Name = Watana I Headloss Description - Notes - Headloss as calculated using Susitna Headloss Calculations.xls spreadsheet built by David Elwood and checked by Leanne Andruszkiewicz. -DEE 12_3_2008 Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 2.93398E-07 1.8997E-07 0 4 2 2.97539E-07 1.8997E-07 0 4 3 3.00314E-07 1.97959E-07 1 4 4 3.03765E-07 1.97959E-07 1 4 Turbine Performance, ID = - 1, Name = Watana I Turbine Efficiency Description - Notes - Based on the efficiency curve at the design head of 540 feet from 1985 ammendment to the FERC Application exhibit B-4-11. Assumed a 2 percent efficiency loss for every 100 foot reduction in head. -DEE 12_3_2008 Head Flow Eff 405 822.72 0.693 405 1558.85 0.843 405 2251.67 0.913 405 2511.47 0.918 405 2684.68 0.913 405 3117.69 0.883 472.5 888.64 0.7065 472.5 1683.75 0.8565 472.5 2432.08 0.9265 472.5 2712.7 0.9315 472.5 2899.78 0.9265 472.5 3367.49 0.8965 540 950 0.72 540 1800 0.87 540 2600 0.94 540 2900 0.945 540 3100 0.94 540 3600 0.91 Page 7 Low Watana 245MW.cof 552 960.5 0.72 552 1819.89 0.87 552 2628.73 0.94 552 2932.05 0.945 552 3134.26 0.94 552 3639.78 0.91 564 970.88 0.72 564 1839.57 0.87 564 2657.15 0.94 564 2963.74 0.945 564 3168.14 0.94 564 3679.13 0.91 Generator Performance Data, ID = - 7, Name = Watana Generator Performance Description - Notes - Generator efficiency curve based on data for as-built large hydro generators -DEE 12_4_2008 gOutput Eff Cap 44 0.9283 230 65 0.95 230 86 0.9608 230 108 0.968 230 130 0.9715 230 143 0.9732 230 156 0.9748 230 165 0.9756 230 174 0.9764 230 200 0.9781 230 219.51 0.9781 230 230 0.9781 230 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Scenario Information for Devil Canyon Physical Setting Conditions, Name - No Devil Canyon Description - Notes - Res_Storage Data - Devil Canyon Reservoir Volume Description - Notes - Data from 1985 ammendment to the FERC applicationf ro Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File Page 8 Low Watana 245MW.cof 800 0 False 900 0 False 1000 9800 False 1100 52490 False 1200 139670 False 1300 326770 False 1400 701970 False 1450 1046350 False Tailwater Data - Devil Canyon Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application for the Susitna Project -DEE Flow Elevation 0 845 9000 850 26000 855 60000 860 119000 865 200000 870 Ramp_Curve Data - None Elevation Flow Outlet1 Data - No Dam Description - BPK 2008-12-16 Notes - Dummy data to allow all inflows to exit through the non-existant dam. Should only be used for reservoir filling scenarios. Elevation Flow 1 1000000 Outlet2 Data - No Devil Canyon Spillway Capacity Description - Notes - Elevation Flow 1401 240000 1401.5 309000 Outlet3 Data - None Elevation Flow Plant_Options Data - No Devil Canyon Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 0 Res_Area Data - Devil Canyon Reservoir Area Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure Page 9 Low Watana 245MW.cof B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 900 0 False 1000 100 False 1100 800 False 1200 1200 False 1300 2200 False 1400 6300 False 1450 7200 False Evaporation Data - Devil Canyon Evaporation Description - BPK 2008-12-16 Notes - As per table B.3.1.11 from 1985 ammendment to the FERC application. Assumes reservoir area of 7200 acres. -DEE Modified for units of ft per acre per day. iMonth Coeff 5 0.007258 6 0.0075 7 0.006989 8 0.005108 9 0.003333 Operating Setting Conditions, Name - No Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - No Devil Canyon Description - Notes - IDay Elevation 1 1200 365 1200 Flood_Elev Data - No Devil Canyon Flood Elevations Description - Notes - IDay Elevation 1 1401 365 1401 Min_Elev Data - Devil Canyon Fill Minimum Elevations Description - Notes - Page 10 Low Watana 245MW.cof IDay Elevation 1 890 365 890 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - No Devil Canyon Description - Notes - Plant_Generation Data - None Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 11 Summary 245 245 247 234 275 352 405 449 408 200 251 250 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 52-year Average 182,110 166,408 183,585 168,202 204,818 253,175 301,598 333,787 293,604 148,839 180,504 186,019 2,602,648 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 1950 186,740 168,786 187,092 172,555 87,244 166,093 192,985 240,124 159,858 122,910 178,860 185,992 2,049,240 1951 186,800 169,026 187,038 59,543 131,564 201,408 192,948 209,524 320,654 130,408 180,624 187,197 2,156,734 1952 183,820 174,869 186,835 181,087 156,471 228,870 301,964 341,446 294,376 145,179 180,437 187,110 2,562,464 1953 185,329 167,497 186,902 181,101 249,263 279,850 316,809 340,416 331,881 129,324 180,709 186,955 2,736,035 1954 183,993 168,885 186,860 181,182 228,647 256,264 295,249 326,642 263,442 127,203 181,041 186,493 2,585,903 1955 184,068 168,888 186,868 181,195 194,488 227,535 304,850 344,734 376,726 132,598 180,864 186,503 2,669,317 1956 184,441 174,888 186,895 181,202 218,827 264,105 342,520 419,616 407,256 174,670 180,397 187,356 2,922,173 1957 184,917 167,604 186,929 180,978 235,297 271,860 315,188 341,931 377,738 213,104 180,484 186,671 2,842,700 1958 187,141 165,915 186,893 180,824 251,027 273,978 312,274 364,733 239,137 126,437 181,389 184,489 2,654,236 1959 186,232 168,690 187,092 181,056 170,719 244,308 286,809 315,302 385,760 161,636 180,406 187,416 2,655,427 1960 184,572 174,012 186,852 181,065 237,445 237,449 211,878 322,216 335,024 158,730 180,433 187,311 2,596,988 1961 185,903 166,407 186,937 180,945 257,622 283,508 362,295 418,610 370,467 163,104 180,540 187,312 2,943,651 1962 184,117 168,411 186,835 181,074 232,843 279,311 407,066 420,575 388,156 164,629 180,400 187,330 2,980,748 1963 184,790 167,777 186,878 181,033 236,089 273,990 362,397 420,562 377,318 135,276 180,516 187,279 2,893,906 1964 183,990 174,921 186,811 181,133 147,700 277,066 389,445 381,464 260,483 127,559 180,810 186,683 2,678,064 1965 184,324 168,854 186,847 181,261 190,606 244,866 297,420 331,595 335,098 181,978 180,624 187,110 2,670,581 1966 183,888 168,897 186,891 181,105 221,548 256,906 297,227 324,064 171,191 127,043 181,343 184,551 2,484,654 1967 186,251 168,736 187,116 181,014 168,791 252,632 301,334 381,195 390,136 145,939 180,753 187,091 2,730,987 1968 183,688 174,963 186,715 181,124 233,847 273,069 342,669 382,631 257,282 126,386 181,219 184,050 2,707,643 1969 186,918 168,779 187,153 165,891 87,269 162,356 182,989 189,119 136,787 103,516 181,213 155,514 1,907,503 1970 13,945 11,737 13,125 17,669 85,087 165,026 192,640 216,269 160,843 124,222 181,052 183,872 1,365,486 1971 186,710 168,611 187,127 181,011 91,063 191,371 291,949 365,046 370,059 130,635 180,399 187,455 2,531,437 1972 184,914 173,332 186,914 180,839 251,754 317,377 409,286 418,539 358,499 127,911 180,823 186,689 2,976,877 1973 184,211 168,868 186,860 181,206 157,356 225,296 242,205 209,340 161,678 124,114 179,848 184,910 2,205,893 1974 187,027 168,885 187,137 85,026 120,568 204,942 190,222 202,569 154,823 120,532 177,955 186,957 1,986,641 1975 186,903 169,084 187,117 37,018 120,360 254,697 312,177 342,849 334,875 140,219 180,402 187,296 2,452,996 1976 184,035 174,914 186,904 181,103 227,703 248,729 213,914 241,991 158,666 121,245 177,999 186,075 2,303,279 1977 186,869 168,800 187,222 126,850 97,573 257,474 316,568 342,029 269,274 128,251 180,452 187,235 2,448,596 1978 185,913 166,532 186,952 180,894 248,286 253,859 255,056 211,875 158,538 121,988 179,116 185,239 2,334,249 1979 186,964 168,809 187,201 116,803 105,861 242,694 287,823 326,226 163,042 127,407 180,311 187,470 2,280,609 1980 184,738 173,850 186,912 181,048 237,501 260,612 326,859 417,240 357,301 163,244 180,444 187,054 2,856,802 1981 185,885 166,320 186,982 180,914 256,376 270,206 324,832 417,127 386,254 144,722 180,495 187,093 2,887,206 1982 185,748 166,756 186,942 180,854 244,387 265,825 308,493 322,958 266,659 133,746 180,366 187,462 2,630,194 1983 185,000 167,297 186,985 180,863 247,035 269,366 307,334 334,051 313,391 136,935 180,485 187,101 2,695,843 1984 186,036 172,331 186,958 180,917 247,998 266,724 313,812 341,715 249,524 127,332 180,985 186,909 2,641,240 1985 183,743 168,950 186,745 181,143 224,179 252,000 301,494 329,850 256,195 128,456 180,372 187,426 2,580,553 1986 184,430 168,158 186,864 181,043 233,972 248,643 233,393 209,933 160,741 157,695 180,476 186,994 2,332,342 1987 186,069 166,507 186,957 180,885 248,625 266,257 311,331 391,020 331,683 128,144 180,553 187,223 2,765,255 1988 183,833 174,954 186,781 181,134 237,688 270,273 324,307 364,345 345,064 144,341 180,448 187,248 2,780,416 1989 185,330 167,014 186,962 180,886 249,321 269,249 314,208 347,055 351,328 190,000 180,460 187,195 2,809,008 1990 185,238 167,211 186,931 181,107 267,358 354,319 418,642 420,354 406,209 218,722 180,356 187,427 3,173,873 1991 184,623 167,815 186,953 180,861 229,218 239,795 244,647 210,534 161,123 126,585 181,360 185,335 2,298,849 1992 185,009 174,872 186,879 181,308 153,406 169,788 283,327 279,515 162,811 125,442 181,177 184,127 2,267,661 1993 186,474 168,729 187,026 181,141 225,013 260,952 288,178 228,097 317,683 174,686 180,446 187,002 2,585,429 1994 186,420 166,065 186,978 180,882 258,338 282,816 334,709 382,416 274,094 126,790 181,366 185,642 2,746,515 1995 184,797 168,841 186,908 181,274 238,126 256,057 305,786 333,437 329,448 135,241 180,466 187,291 2,687,670 2002 186,775 168,697 187,167 181,010 140,946 186,123 191,584 263,298 311,575 231,419 181,451 187,596 2,417,642 2003 187,355 166,674 185,440 180,888 257,558 273,640 346,545 420,282 385,799 194,447 180,424 187,322 2,966,376 2004 185,005 173,602 186,930 180,922 264,681 306,936 406,130 415,751 281,993 126,641 181,301 184,357 2,894,249 2005 186,328 168,677 187,095 180,977 239,907 320,013 417,994 420,181 406,393 256,342 180,441 187,244 3,151,592 2006 184,833 167,727 186,990 180,883 240,619 269,541 323,263 404,466 381,622 250,645 180,505 186,968 2,958,061 2007 186,626 165,797 187,014 180,771 265,374 289,080 328,048 410,080 361,466 153,908 180,406 187,354 2,895,923 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Energy Production Estimates Low Watana Development : 245MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 6,719 6,966 7,382 7,378 8,810 10,419 11,149 12,524 10,888 5,116 6,263 6,532 Monthly Outflow Volume Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 438,527 412,847 489,313 503,007 252,597 440,319 465,338 529,076 339,861 260,180 398,431 433,448 4,962,943 1951 452,448 432,598 530,074 181,018 379,149 531,086 465,338 465,279 663,980 264,682 368,691 398,478 5,132,819 1952 417,788 396,231 457,096 473,906 440,582 584,646 686,661 712,671 604,214 293,891 363,776 388,677 5,820,140 1953 409,392 389,100 450,035 459,551 635,802 655,905 696,763 712,044 678,505 262,452 369,379 400,475 6,119,404 1954 421,054 398,522 460,441 480,718 619,559 638,670 682,266 703,011 544,532 260,196 373,965 403,831 5,986,764 1955 422,889 399,008 460,058 478,597 546,469 585,442 688,551 732,090 791,364 269,426 371,223 403,212 6,148,328 1956 424,799 402,243 465,885 491,674 611,602 644,079 747,629 1,051,137 973,640 353,669 365,803 392,592 6,924,752 1957 411,540 389,389 449,064 456,714 624,956 650,003 695,588 713,016 794,083 433,999 362,647 381,922 6,362,920 1958 399,137 377,547 438,433 442,027 637,292 651,802 693,679 766,613 492,846 260,196 381,553 413,479 5,954,602 1959 434,256 407,508 475,908 507,960 484,959 629,401 676,209 686,135 872,248 328,170 366,736 395,067 6,264,555 1960 413,154 391,482 450,844 460,252 626,620 600,420 502,723 700,197 692,731 321,830 365,071 390,140 5,915,463 1961 407,146 383,651 442,888 444,481 642,322 658,369 782,195 924,018 772,181 331,090 367,846 396,751 6,552,938 1962 415,147 392,538 451,514 459,916 623,034 654,440 888,927 1,144,121 905,729 333,647 365,636 392,958 7,027,607 1963 395,602 373,698 433,664 437,234 480,762 623,676 676,626 825,154 1,107,425 757,539 257,488 380,760 6,749,628 1964 417,955 397,143 458,455 477,994 420,551 652,390 847,271 807,833 535,122 260,196 371,128 402,011 6,048,051 1965 423,804 401,067 464,135 487,851 539,712 629,771 683,458 706,355 692,769 369,198 368,521 399,243 6,165,884 1966 419,442 396,906 457,033 470,340 614,052 638,724 683,654 701,458 356,326 260,196 381,009 413,238 5,792,378 1967 434,307 407,524 474,953 505,497 481,116 635,669 686,181 1,024,924 975,730 296,390 369,839 399,770 6,691,901 1968 418,322 395,424 452,912 461,496 623,713 650,774 739,258 812,841 529,034 260,196 384,079 417,753 6,145,803 1969 440,169 415,187 494,538 487,164 253,123 440,319 465,338 465,338 340,233 260,103 480,119 456,071 4,997,702 1970 42,581 35,704 39,965 54,094 247,474 440,319 465,338 476,205 340,045 260,196 387,390 416,117 3,205,427 1971 436,165 409,205 480,575 515,794 269,692 508,792 679,838 788,290 776,918 265,110 366,910 394,544 5,891,831 1972 411,622 388,540 446,819 450,903 637,646 715,265 890,442 896,974 753,332 260,196 370,861 402,187 6,624,787 1973 423,160 399,973 461,894 483,438 445,936 580,295 574,043 465,211 340,217 260,196 393,670 427,974 5,256,008 1974 448,618 425,555 517,128 256,117 345,020 535,727 465,338 465,338 340,130 260,196 407,843 440,896 4,907,905 1975 459,187 441,538 540,667 112,575 344,474 637,119 693,437 713,642 689,064 283,832 365,177 395,479 5,676,192 1976 417,120 396,624 457,737 474,386 618,949 632,818 508,778 532,557 340,233 260,106 402,058 432,919 5,474,286 1977 449,426 423,875 509,621 377,832 283,178 638,841 696,505 713,094 556,101 260,196 364,906 389,117 5,662,693 1978 406,880 384,295 443,701 447,278 635,194 636,991 604,237 467,693 340,233 260,148 397,528 429,784 5,453,963 1979 448,499 423,535 510,746 348,750 305,382 628,077 675,600 700,370 340,547 260,196 367,448 394,257 5,403,405 1980 412,396 390,848 450,203 457,864 626,761 641,769 715,842 896,025 737,656 330,717 363,705 387,431 6,411,216 1981 406,977 383,443 442,888 445,960 641,360 649,401 722,947 1,685,670 832,174 293,165 363,515 387,904 7,255,403 1982 407,517 385,498 445,454 449,885 632,131 645,849 691,116 686,867 552,637 270,986 366,161 394,364 5,928,465 1983 411,288 387,935 446,484 450,669 634,157 648,571 690,436 707,858 640,915 277,180 363,747 387,850 6,047,089 1984 406,281 383,813 442,518 445,194 634,940 646,384 694,679 712,893 513,377 260,196 372,779 401,560 5,914,613 1985 419,769 396,314 454,803 465,083 616,108 635,331 686,313 705,261 532,767 260,196 366,078 394,801 5,932,824 1986 413,791 391,529 450,593 458,838 623,949 632,906 555,615 465,262 340,068 320,780 362,850 386,229 5,402,409 1987 405,841 384,068 443,799 447,500 635,431 646,338 692,793 835,556 678,903 260,196 367,591 397,949 6,195,963 1988 417,756 395,926 454,750 466,443 626,753 648,871 701,495 762,153 720,052 292,448 364,703 390,944 6,242,295 1989 409,653 386,749 445,553 448,959 635,956 648,329 694,937 720,648 720,784 385,003 364,400 390,628 6,251,599 1990 410,042 387,638 446,390 448,775 649,325 782,543 1,003,820 1,227,147 1,342,348 448,433 366,227 394,881 7,907,567 1991 412,917 390,103 448,860 454,376 620,296 625,754 581,501 465,335 340,113 260,196 379,833 409,688 5,388,971 1992 428,590 402,963 464,048 482,245 433,591 444,371 669,509 612,560 340,196 260,196 385,135 415,087 5,338,491 1993 434,858 407,110 472,278 497,392 616,510 642,324 672,567 502,023 657,626 354,233 363,337 386,218 6,006,475 1994 404,247 381,456 441,159 443,283 642,932 657,786 708,367 812,679 561,739 260,196 378,718 408,238 6,100,800 1995 427,515 401,875 462,924 479,365 627,097 638,487 689,245 707,611 679,955 274,326 366,812 396,860 6,152,072 2002 437,641 409,941 479,224 510,498 405,460 492,285 465,338 578,597 645,466 469,690 383,978 395,210 5,673,328 2003 395,945 373,045 430,854 434,559 642,445 651,467 754,555 1,125,628 920,542 394,433 365,150 391,991 6,880,613 2004 411,129 389,824 449,508 455,506 647,350 678,567 888,294 895,033 585,582 260,196 382,908 414,110 6,458,007 2005 434,495 407,406 475,014 503,822 628,107 721,055 1,256,789 1,274,282 1,282,948 535,935 364,499 392,016 8,276,368 2006 411,920 389,865 449,232 454,785 629,042 648,584 700,792 1,375,566 834,379 508,283 363,365 385,694 7,151,508 2007 403,248 379,763 438,678 439,780 648,207 662,488 703,974 886,831 748,964 312,055 365,629 392,623 6,382,239 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Outflow Low Watana Development : 245MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 1,963 1,944 1,923 1,899 1,889 1,924 1,963 1,990 2,001 2,002 1,997 1,982 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 1,947 1,925 1,900 1,866 1,859 1,894 1,932 1,972 1,986 1,986 1,974 1,953 1951 1,930 1,907 1,876 1,851 1,863 1,898 1,932 1,968 2,000 2,007 2,002 1,987 1952 1,968 1,947 1,925 1,900 1,870 1,907 1,958 1,996 2,004 2,009 2,008 1,995 1953 1,976 1,956 1,933 1,910 1,909 1,945 1,972 1,995 2,006 2,007 2,001 1,985 1954 1,965 1,944 1,922 1,896 1,887 1,919 1,951 1,982 2,000 2,003 1,997 1,982 1955 1,963 1,944 1,922 1,897 1,873 1,905 1,961 1,992 2,010 2,007 2,000 1,982 1956 1,961 1,939 1,917 1,889 1,876 1,928 1,983 2,013 2,013 2,009 2,005 1,992 1957 1,974 1,955 1,935 1,912 1,894 1,936 1,971 1,996 2,010 2,011 2,009 2,001 1958 1,986 1,968 1,948 1,926 1,911 1,939 1,968 2,002 2,000 1,999 1,991 1,972 1959 1,952 1,932 1,909 1,879 1,867 1,906 1,942 1,978 2,012 2,008 2,004 1,990 1960 1,973 1,953 1,932 1,909 1,897 1,913 1,938 1,978 2,000 2,009 2,006 1,994 1961 1,979 1,962 1,942 1,923 1,919 1,949 1,992 2,011 2,010 2,008 2,003 1,989 1962 1,971 1,952 1,932 1,909 1,891 1,945 2,002 2,014 2,012 2,009 2,005 1,992 1963 1,990 1,972 1,953 1,931 1,907 1,898 1,943 1,995 2,014 2,010 2,008 2,002 1964 1,968 1,946 1,924 1,897 1,866 1,943 1,998 2,004 2,002 2,004 2,000 1,983 1965 1,962 1,941 1,918 1,891 1,871 1,907 1,953 1,986 2,000 2,008 2,002 1,986 1966 1,967 1,947 1,925 1,902 1,879 1,920 1,953 1,979 1,996 2,002 1,991 1,973 1967 1,952 1,932 1,910 1,880 1,867 1,916 1,957 2,003 2,012 2,007 2,001 1,986 1968 1,968 1,949 1,930 1,908 1,893 1,938 1,986 2,004 2,002 1,999 1,988 1,968 1969 1,945 1,922 1,897 1,863 1,858 1,885 1,910 1,923 1,918 1,912 1,896 1,862 1970 1,850 1,850 1,850 1,850 1,858 1,892 1,932 1,971 1,989 1,991 1,985 1,970 1971 1,951 1,929 1,906 1,874 1,852 1,890 1,948 1,993 2,009 2,007 2,003 1,991 1972 1,974 1,956 1,937 1,916 1,912 1,969 2,003 2,011 2,009 2,006 2,000 1,983 1973 1,963 1,942 1,920 1,894 1,870 1,904 1,941 1,967 1,991 1,990 1,979 1,958 1974 1,936 1,912 1,883 1,853 1,861 1,901 1,926 1,953 1,972 1,977 1,965 1,945 1975 1,923 1,900 1,870 1,850 1,861 1,918 1,968 1,997 2,003 2,009 2,006 1,990 1976 1,969 1,947 1,925 1,900 1,886 1,911 1,939 1,972 1,982 1,980 1,971 1,954 1977 1,934 1,913 1,888 1,857 1,857 1,921 1,972 1,996 2,001 2,008 2,006 1,995 1978 1,979 1,961 1,941 1,920 1,908 1,916 1,941 1,970 1,982 1,983 1,975 1,957 1979 1,936 1,914 1,887 1,856 1,858 1,904 1,944 1,983 1,994 2,004 2,003 1,991 1980 1,974 1,954 1,933 1,911 1,897 1,924 1,977 2,010 2,009 2,009 2,008 1,996 1981 1,979 1,962 1,942 1,921 1,917 1,934 1,971 2,013 2,012 2,009 2,008 1,996 1982 1,978 1,960 1,939 1,917 1,904 1,930 1,964 1,987 1,998 2,008 2,004 1,991 1983 1,975 1,957 1,938 1,917 1,907 1,933 1,963 1,989 2,006 2,009 2,008 1,996 1984 1,979 1,961 1,943 1,922 1,908 1,931 1,969 1,996 2,002 2,003 1,998 1,984 1985 1,966 1,948 1,927 1,906 1,882 1,915 1,957 1,985 1,998 2,008 2,004 1,991 1986 1,972 1,953 1,933 1,910 1,893 1,911 1,938 1,968 1,989 2,007 2,009 1,997 1987 1,980 1,961 1,941 1,920 1,909 1,930 1,967 2,004 2,008 2,007 2,003 1,987 1988 1,968 1,948 1,928 1,905 1,897 1,935 1,980 2,003 2,008 2,009 2,006 1,994 1989 1,976 1,958 1,939 1,918 1,909 1,933 1,970 1,999 2,009 2,010 2,007 1,994 1990 1,976 1,957 1,938 1,919 1,929 1,986 2,012 2,014 2,014 2,010 2,004 1,990 1991 1,973 1,955 1,935 1,913 1,887 1,901 1,940 1,969 1,990 2,000 1,992 1,976 1992 1,958 1,938 1,918 1,895 1,869 1,899 1,941 1,975 1,994 1,995 1,987 1,971 1993 1,952 1,932 1,912 1,885 1,883 1,924 1,947 1,972 2,000 2,009 2,008 1,997 1994 1,981 1,964 1,944 1,924 1,919 1,948 1,989 2,003 2,004 2,001 1,994 1,978 1995 1,959 1,940 1,919 1,897 1,897 1,919 1,962 1,988 2,001 2,008 2,004 1,988 2002 1,949 1,929 1,907 1,877 1,863 1,896 1,929 1,970 1,999 2,009 2,012 2,004 2003 1,989 1,973 1,956 1,935 1,918 1,938 1,985 2,014 2,012 2,009 2,006 1,993 2004 1,975 1,955 1,934 1,912 1,926 1,971 2,001 2,009 2,005 2,000 1,990 1,972 2005 1,952 1,932 1,910 1,881 1,899 1,969 2,012 2,014 2,014 2,012 2,007 1,993 2006 1,974 1,955 1,935 1,913 1,900 1,934 1,979 2,008 2,011 2,010 2,008 1,998 2007 1,982 1,966 1,948 1,928 1,927 1,954 1,983 2,006 2,009 2,008 2,005 1,992 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Reservoir Elevation Low Watana Development : 245MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Watana 380MW.cof Complete Scenario Data for Scenario - Full Watana 380MW Written out on 10/15/2009 1:20:43 PM System Misc. - 380MW Winter Demand Description - Notes - CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0.035 31 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 4 9 8 2 Page 1 Watana 380MW.cof 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 9 12 6 1 Page 2 Watana 380MW.cof 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - Full Watana Only Settings Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False 1900 2630700 False Page 3 Watana 380MW.cof 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - Full Watana Spillway Capacity Description - Notes - Based on minimum and maximum operating limits of the spillway from the 1985 ammendment to the FERC application. -DEE 12-11-2008 Elevation Flow 2193 220000 2199.3 259600 Outlet3 Data - None Elevation Flow Plant_Options Data - Watana Only Plant Options Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False 1700 6000 False 1800 10000 False Page 4 Watana 380MW.cof 1900 15000 False 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - Full Watana Winter Optimization Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Watana Only Daily Average Flows Description - Notes - Based on environmental flow case E-VI from 1985 ammendment to FERC application Table B.3.3.1, taking into account drainage area proation. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1682 False False 125 1682 False False 126 3364 False False 132 3364 False False 133 5045 False False 153 5045 False False 154 7568 False False 244 7568 False False 245 6727 False False 251 6727 False False 252 5886 False False 258 5886 False False 259 5045 False False 287 5045 False False 288 4205 False False 294 4205 False False 295 3364 False False 301 3364 False False 302 2523 False False 336 2523 False False 337 1682 False False 365 1682 False False Target_Elev Data - Full Watana Winter Optimization Description - Page 5 Watana 380MW.cof Notes - IDay Elevation 1 2150 121 2065 152 2087 182 2120 213 2147 244 2170 274 2185 305 2192 365 2150 Flood_Elev Data - Full Watana Flood Elevation Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 2193 365 2193 Min_Elev Data - Full Watana Minimum Elevations Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 2065 365 2065 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Page 6 Watana 380MW.cof Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Full Watana Generating Settings Description - Notes - Plant_Generation Data - Full Watana Plant Generation Description - Notes - Full size Watana with 6 turbines rated at 680 feet of head. -DEE 12_3_2008 Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 6 7 4 0 2 6 7 4 0 3 6 7 4 0 4 6 7 4 0 5 6 7 4 0 6 6 7 4 0 Head Loss Data, ID = - 6, Name = Watana III Headloss Description - Notes - Headloss as calculated using Susitna Headloss Calculations.xls spreadsheet built by David Elwood and checked by Leanne Andruszkiewicz -DEE 12_3_2008. 8.1ft common HL. Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 2.93411E-07 1.5839E-08 0 6 2 2.97552E-07 1.5839E-08 0 6 3 3.00324E-07 1.5839E-08 0 6 4 3.03776E-07 1.5839E-08 0 6 5 2.97909E-07 0 1 6 6 3.06497E-07 0 1 6 Turbine Performance, ID = - 4, Name = Full Watana Turbine Efficiency Description - Notes - Based on the turbine efficiency curves from the 1985 ammendment to the FERC application with a design head of 680 feet. Assumed a 2% loss in efficiency for every 100 feet of headloss. -DEE 12-11-2008 Head Flow Eff 555 1174.45 0.686 555 1626.16 0.836 555 2348.9 0.906 555 2619.93 0.911 555 2800.62 0.906 555 3252.33 0.876 600 1221.14 0.704 600 1690.81 0.854 600 2442.27 0.924 600 2724.08 0.929 600 2911.94 0.924 600 3381.61 0.894 680 1300 0.72 Page 7 Watana 380MW.cof 680 1800 0.87 680 2600 0.94 680 2900 0.945 680 3100 0.94 680 3600 0.91 710 1328.37 0.72 710 1839.28 0.87 710 2656.73 0.94 710 2963.28 0.945 710 3167.64 0.94 710 3678.55 0.91 740 1356.14 0.72 740 1877.73 0.87 740 2712.28 0.94 740 3025.24 0.945 740 3233.87 0.94 740 3755.47 0.91 Generator Performance Data, ID = - 7, Name = Watana Generator Performance Description - Notes - Generator efficiency curve based on data for as-built large hydro generators -DEE 12_4_2008 gOutput Eff Cap 44 0.9283 230 65 0.95 230 86 0.9608 230 108 0.968 230 130 0.9715 230 143 0.9732 230 156 0.9748 230 165 0.9756 230 174 0.9764 230 200 0.9781 230 219.51 0.9781 230 230 0.9781 230 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Scenario Information for Devil Canyon Physical Setting Conditions, Name - No Devil Canyon Description - Notes - Res_Storage Data - Devil Canyon Reservoir Volume Page 8 Watana 380MW.cof Description - Notes - Data from 1985 ammendment to the FERC applicationf ro Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 800 0 False 900 0 False 1000 9800 False 1100 52490 False 1200 139670 False 1300 326770 False 1400 701970 False 1450 1046350 False Tailwater Data - Devil Canyon Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application for the Susitna Project -DEE Flow Elevation 0 845 9000 850 26000 855 60000 860 119000 865 200000 870 Ramp_Curve Data - None Elevation Flow Outlet1 Data - No Dam Description - BPK 2008-12-16 Notes - Dummy data to allow all inflows to exit through the non-existant dam. Should only be used for reservoir filling scenarios. Elevation Flow 1 1000000 Outlet2 Data - No Devil Canyon Spillway Capacity Description - Notes - Elevation Flow 1401 240000 1401.5 309000 Outlet3 Data - None Elevation Flow Plant_Options Data - No Devil Canyon Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type Page 9 Watana 380MW.cof 0 0 False 0 Res_Area Data - Devil Canyon Reservoir Area Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 900 0 False 1000 100 False 1100 800 False 1200 1200 False 1300 2200 False 1400 6300 False 1450 7200 False Evaporation Data - Devil Canyon Evaporation Description - BPK 2008-12-16 Notes - As per table B.3.1.11 from 1985 ammendment to the FERC application. Assumes reservoir area of 7200 acres. -DEE Modified for units of ft per acre per day. iMonth Coeff 5 0.007258 6 0.0075 7 0.006989 8 0.005108 9 0.003333 Operating Setting Conditions, Name - No Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - No Devil Canyon Description - Notes - IDay Elevation 1 1200 365 1200 Flood_Elev Data - No Devil Canyon Flood Elevations Description - Notes - IDay Elevation 1 1401 Page 10 Watana 380MW.cof 365 1401 Min_Elev Data - Devil Canyon Fill Minimum Elevations Description - Notes - IDay Elevation 1 890 365 890 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - No Devil Canyon Description - Notes - Plant_Generation Data - None Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage Maintenance Data - None IDay Unit Page 11 Watana 380MW.cof Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 12 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 52-year Average 280,383 254,278 278,933 260,554 498,137 443,139 369,905 325,660 237,315 169,247 275,288 284,429 3,677,268 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 1950 284,518 256,870 283,172 273,936 503,555 251,831 276,237 287,118 212,584 162,807 275,546 283,767 3,351,940 1951 283,175 255,950 284,669 172,246 168,149 252,269 276,096 285,224 215,461 167,521 275,323 284,533 2,920,616 1952 284,707 265,622 283,178 274,060 343,581 310,428 305,753 331,519 219,709 170,147 275,259 284,514 3,348,476 1953 284,527 257,048 284,211 274,053 597,274 605,277 312,151 291,495 217,898 168,386 275,307 284,531 3,852,158 1954 284,600 256,821 283,173 273,943 571,692 375,583 280,278 291,207 218,283 168,043 275,316 284,536 3,563,475 1955 284,549 257,133 283,153 273,992 502,328 324,959 344,524 329,626 237,491 170,756 275,252 284,519 3,568,281 1956 284,523 266,413 283,691 274,040 584,400 600,771 541,254 380,691 231,298 171,946 275,192 284,486 4,178,705 1957 284,529 256,992 284,839 274,405 598,019 609,793 377,896 293,586 220,229 171,861 275,251 284,468 3,931,869 1958 284,516 256,995 284,559 275,265 607,544 608,815 335,947 334,154 217,603 166,679 275,322 284,514 3,931,912 1959 284,911 255,709 283,154 274,879 496,754 266,927 280,417 348,081 316,471 171,184 275,236 284,507 3,538,230 1960 284,534 266,159 284,891 273,985 596,096 436,237 278,633 290,742 218,923 170,915 275,238 284,509 3,660,863 1961 284,539 256,991 284,899 274,486 608,821 612,639 514,075 320,731 219,649 169,801 275,277 284,531 4,106,439 1962 284,533 257,142 284,036 274,056 584,300 603,956 616,364 305,141 247,925 171,372 275,223 284,499 4,188,546 1963 284,531 256,984 284,996 273,960 595,524 608,429 648,221 346,332 220,452 169,986 275,267 284,525 4,249,205 1964 284,521 266,502 283,471 274,027 449,201 604,345 540,696 292,604 216,182 166,248 275,328 284,513 3,937,636 1965 284,790 255,737 283,132 275,125 375,338 276,174 283,741 294,558 220,297 172,207 275,272 284,488 3,280,858 1966 284,529 256,984 285,045 274,031 592,951 601,427 311,919 292,021 217,540 167,364 275,316 284,519 3,843,645 1967 285,090 255,672 283,170 274,595 514,257 330,658 283,099 569,983 318,106 170,895 275,251 284,521 3,845,296 1968 284,536 266,182 284,725 274,021 593,012 606,684 476,352 293,795 217,077 166,200 275,317 284,608 4,022,510 1969 284,170 255,774 283,025 275,802 248,031 249,281 270,131 273,763 199,182 151,758 274,990 284,125 3,050,031 1970 74,687 19,474 21,669 27,409 134,799 248,054 273,385 283,782 210,746 161,761 275,639 283,906 2,015,311 1971 283,186 255,667 284,741 225,928 92,729 247,873 280,207 365,364 226,823 170,773 275,251 284,516 2,993,057 1972 284,538 266,165 285,081 274,024 604,928 630,184 653,935 295,580 219,351 168,722 275,301 284,531 4,242,339 1973 284,547 257,060 283,160 273,978 458,180 295,597 280,237 287,438 213,995 163,890 275,317 284,577 3,357,974 1974 283,168 255,701 284,554 254,194 181,399 263,322 273,404 280,329 208,342 160,468 275,054 283,185 3,003,118 1975 283,098 257,127 283,945 60,901 165,803 377,564 330,989 293,957 218,560 170,035 275,258 284,520 3,001,757 1976 284,521 266,505 283,471 274,039 581,149 392,158 278,415 287,623 212,296 162,326 275,594 283,891 3,581,990 1977 283,191 255,700 284,623 274,743 138,639 506,215 282,998 292,373 216,921 167,789 275,319 284,541 3,263,055 1978 284,519 257,525 283,155 274,044 580,625 294,498 277,261 285,450 210,795 161,618 275,762 283,475 3,468,728 1979 283,180 255,867 284,787 188,934 138,514 273,119 281,293 293,920 217,693 167,984 275,318 284,539 2,945,147 1980 284,522 266,616 283,319 274,044 579,248 404,386 463,759 311,836 219,605 170,088 275,262 284,515 3,817,201 1981 284,536 256,985 284,805 274,003 601,747 498,034 480,669 692,260 282,270 171,079 275,218 284,493 4,386,099 1982 284,531 256,987 284,988 274,099 598,468 585,838 283,107 291,972 216,785 168,783 275,299 284,538 3,805,396 1983 284,528 257,334 283,608 274,057 586,471 455,218 281,402 291,187 218,601 169,043 275,285 284,534 3,661,268 1984 284,534 266,316 284,182 274,054 587,532 457,483 283,036 292,923 217,444 167,117 275,328 284,538 3,674,488 1985 284,690 256,625 283,187 273,981 524,460 313,042 282,940 292,849 218,402 169,497 275,281 284,531 3,459,487 1986 284,528 257,241 283,759 274,053 581,396 350,378 278,289 286,457 212,862 165,602 275,332 284,533 3,534,429 1987 284,756 256,430 283,187 273,946 563,912 295,944 280,711 294,349 219,247 169,011 275,292 284,531 3,481,315 1988 284,516 266,735 283,077 274,037 583,618 548,910 302,780 293,780 219,297 169,428 275,278 284,530 3,785,985 1989 284,534 257,105 284,236 274,057 592,435 520,254 282,841 293,593 219,391 170,390 275,251 284,514 3,738,603 1990 284,534 256,991 284,769 274,032 614,223 641,876 678,840 456,607 538,587 176,936 275,245 284,480 4,767,122 1991 284,529 256,997 284,685 274,902 596,749 441,021 282,572 290,373 215,480 166,346 275,325 284,521 3,653,500 1992 285,117 264,799 283,185 274,048 352,331 252,123 279,241 290,579 216,096 165,651 275,328 284,562 3,223,060 1993 284,521 255,764 283,151 274,813 562,894 375,632 277,926 286,272 215,618 168,292 275,299 284,538 3,544,721 1994 284,531 257,221 283,826 274,076 592,256 595,180 312,983 291,347 215,852 165,328 275,328 284,601 3,832,530 1995 284,435 255,776 283,138 275,047 550,988 253,482 282,464 292,312 218,420 169,849 275,272 284,525 3,425,709 2002 284,492 257,216 283,150 274,009 568,549 299,386 275,647 286,343 216,604 169,474 275,257 284,490 3,474,616 2003 284,529 257,005 284,630 275,038 603,519 596,003 492,980 345,069 243,814 171,694 275,186 284,486 4,113,953 2004 284,529 266,168 284,912 274,273 621,789 637,700 663,099 297,203 218,559 167,036 275,320 284,520 4,275,109 2005 285,021 255,679 283,168 274,353 583,743 618,419 674,918 523,328 494,320 212,752 275,081 284,464 4,765,244 2006 284,523 256,996 284,671 274,975 605,861 611,510 515,600 520,497 324,996 185,537 274,950 284,449 4,424,564 2007 284,512 257,001 284,523 275,824 643,341 626,352 513,366 294,981 220,260 170,463 275,256 284,518 4,130,396 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Energy Production Estimates Watana Development : 380MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 7,409 7,410 7,595 7,460 13,892 12,681 9,889 8,592 6,269 4,283 7,291 7,429 Monthly Outflow Volume Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 462,376 423,543 475,470 469,784 895,084 440,319 465,338 465,338 340,233 260,196 449,774 470,391 5,617,846 1951 478,653 441,783 506,644 316,548 305,182 440,319 465,338 465,338 340,218 260,075 438,465 458,164 4,916,727 1952 464,190 424,358 477,372 471,929 614,741 536,439 501,676 523,864 340,134 260,193 431,970 451,162 5,498,028 1953 456,849 418,098 469,267 460,924 1,018,832 1,020,391 515,011 465,338 340,135 260,042 436,919 456,870 6,318,676 1954 462,892 423,725 475,644 469,802 1,005,497 652,267 465,338 465,338 340,131 260,011 437,150 456,630 5,914,425 1955 462,096 423,176 473,729 467,639 889,635 561,301 567,185 520,618 364,845 260,196 432,539 452,429 5,875,387 1956 458,348 420,108 470,537 463,459 1,012,152 1,017,974 888,098 601,138 355,266 260,196 429,453 448,396 6,825,125 1957 453,691 414,573 465,393 455,371 1,019,268 1,022,645 621,147 465,338 340,229 260,196 428,420 446,387 6,392,660 1958 451,163 412,264 462,207 453,630 1,024,160 1,022,221 552,936 528,648 340,233 260,196 440,488 460,716 6,408,861 1959 467,645 426,251 481,104 477,846 895,014 464,309 465,338 552,807 487,357 260,196 430,980 450,080 5,858,927 1960 455,241 416,145 467,537 457,138 1,018,261 746,816 465,338 465,338 340,146 260,196 431,025 449,875 5,973,056 1961 454,688 415,118 465,878 454,882 1,024,761 1,024,096 840,206 506,240 340,092 260,192 433,849 453,157 6,673,159 1962 458,416 419,255 469,704 461,166 1,012,161 1,019,405 1,000,405 481,092 381,148 260,196 430,408 449,547 6,842,904 1963 450,217 411,288 460,734 452,724 516,945 1,014,412 1,056,917 1,040,392 470,903 338,524 263,261 448,432 6,924,748 1964 458,940 420,845 471,090 464,750 791,877 1,019,413 879,688 465,338 340,233 260,196 440,727 460,665 6,473,759 1965 467,890 427,260 482,515 480,244 676,461 480,266 465,880 465,338 340,195 260,196 429,560 448,973 5,424,778 1966 454,566 415,548 467,026 455,994 1,016,699 1,018,321 514,923 465,338 340,233 260,196 439,885 460,139 6,308,868 1967 467,334 425,470 480,013 475,710 924,346 574,147 465,970 894,767 489,721 260,196 432,164 451,568 6,341,406 1968 456,797 417,433 468,382 457,765 1,016,649 1,021,036 780,346 465,338 340,233 260,196 442,016 462,942 6,589,133 1969 469,628 430,657 486,518 487,961 449,737 440,319 465,338 465,338 340,233 260,196 478,463 511,342 5,285,730 1970 139,737 36,066 40,132 54,311 247,633 440,319 465,338 465,338 340,233 260,196 450,568 469,797 3,409,667 1971 476,714 438,862 502,259 413,111 174,305 440,319 465,338 578,721 348,408 260,196 431,710 450,632 4,980,575 1972 455,570 416,087 467,248 455,893 1,022,711 1,032,768 1,050,251 466,313 340,077 260,086 436,145 456,035 6,859,183 1973 461,977 423,213 474,117 468,191 813,302 511,915 465,338 465,338 340,186 260,196 446,820 468,502 5,599,096 1974 474,744 437,438 499,706 462,689 329,667 460,853 465,338 465,338 340,233 260,196 454,132 475,477 5,125,812 1975 484,667 450,754 514,294 113,264 301,421 656,849 543,217 465,338 340,101 260,194 432,867 452,897 5,015,862 1976 458,921 420,868 471,023 464,385 1,010,534 680,124 465,338 465,338 340,233 260,196 450,217 469,624 5,956,800 1977 476,292 437,952 499,242 498,196 253,473 876,271 465,338 465,338 340,233 260,134 436,713 455,712 5,464,894 1978 460,777 422,262 471,205 464,434 1,010,267 513,134 465,338 465,338 340,233 260,196 451,491 470,754 5,795,429 1979 479,100 441,542 505,831 346,429 253,427 474,926 465,338 465,338 340,111 259,990 436,017 454,754 4,922,802 1980 460,012 421,681 471,114 464,265 1,009,538 700,383 759,429 491,689 340,151 260,196 432,121 451,085 6,261,664 1981 456,486 416,773 467,920 457,204 1,021,162 847,759 787,421 1,088,065 433,949 260,196 430,026 449,129 7,116,089 1982 454,523 415,323 466,589 455,686 1,019,513 995,610 465,398 465,338 340,124 260,065 435,598 454,979 6,228,746 1983 459,949 420,892 470,296 462,597 1,013,277 781,957 465,338 465,338 340,135 260,073 434,106 453,304 6,027,262 1984 458,462 419,239 469,491 460,285 1,013,848 789,168 465,338 465,338 340,233 260,196 439,042 458,371 6,039,011 1985 464,041 423,937 475,559 468,664 932,119 544,887 465,338 465,338 340,088 260,157 434,176 453,631 5,727,933 1986 459,070 420,161 470,210 462,477 1,010,655 608,348 465,338 465,338 340,115 260,196 439,045 458,517 5,859,469 1987 464,669 424,348 476,714 470,095 998,089 516,158 465,338 465,338 340,108 260,106 435,127 454,915 5,771,005 1988 460,520 422,493 471,438 464,967 1,011,753 939,788 496,403 465,338 340,084 260,125 433,647 452,993 6,219,550 1989 458,255 418,883 469,302 459,981 1,016,393 891,413 465,338 465,338 340,089 260,195 431,755 451,107 6,128,050 1990 456,488 417,102 468,167 456,872 1,027,390 1,038,582 1,081,230 720,960 825,833 267,091 428,935 447,971 7,636,621 1991 453,095 413,884 463,958 454,441 1,018,695 759,717 465,338 465,338 340,233 260,196 440,967 460,699 5,996,560 1992 467,486 425,430 479,368 472,704 629,843 440,319 465,338 465,338 340,233 260,196 442,490 462,380 5,351,124 1993 468,545 427,647 482,023 477,673 1,000,741 651,678 465,338 465,338 340,233 260,094 435,089 454,140 5,928,539 1994 459,198 420,000 470,008 461,610 1,016,297 1,015,135 515,641 465,338 340,233 260,196 443,031 463,010 6,329,696 1995 469,043 428,422 482,885 478,989 978,652 440,319 465,338 465,338 340,097 260,189 433,486 453,169 5,695,925 2002 462,010 423,213 473,283 466,878 1,003,866 523,122 465,338 465,338 340,174 260,124 430,490 448,199 5,762,036 2003 453,172 413,755 463,318 454,140 1,022,147 1,012,026 808,538 544,663 374,824 260,196 429,393 448,537 6,684,709 2004 453,865 414,949 466,007 455,319 1,031,197 1,036,581 1,063,986 468,854 340,233 260,196 440,423 460,439 6,892,049 2005 467,366 425,595 480,174 475,031 1,011,642 1,026,852 1,079,121 825,267 759,131 321,135 427,707 447,164 7,746,186 2006 452,629 413,628 463,791 454,366 1,023,236 1,023,583 844,396 816,450 499,621 280,337 426,839 445,621 7,144,496 2007 450,430 411,180 460,252 451,687 1,063,626 1,031,111 838,298 465,338 340,201 260,196 432,063 451,202 6,655,584 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Outflow Watana Development : 380MW November-April Demand By: HDR By: David Elwood, EIT. Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 52-year Average 2,144 2,133 2,121 2,109 2,098 2,109 2,129 2,149 2,163 2,169 2,166 2,156 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 1950 2,144 2,132 2,119 2,106 2,088 2,097 2,117 2,139 2,147 2,147 2,140 2,128 1951 2,115 2,102 2,085 2,067 2,074 2,098 2,117 2,135 2,157 2,167 2,162 2,152 1952 2,141 2,129 2,116 2,103 2,082 2,102 2,132 2,157 2,170 2,178 2,176 2,166 1953 2,155 2,143 2,130 2,118 2,112 2,119 2,130 2,149 2,165 2,171 2,166 2,155 1954 2,143 2,131 2,119 2,106 2,095 2,103 2,125 2,148 2,166 2,169 2,165 2,155 1955 2,144 2,133 2,121 2,109 2,090 2,102 2,132 2,155 2,176 2,180 2,175 2,164 1956 2,152 2,139 2,127 2,114 2,103 2,116 2,135 2,158 2,176 2,185 2,181 2,172 1957 2,161 2,150 2,139 2,127 2,112 2,122 2,133 2,154 2,172 2,185 2,184 2,176 1958 2,166 2,155 2,144 2,132 2,119 2,121 2,132 2,156 2,163 2,163 2,158 2,147 1959 2,135 2,124 2,111 2,098 2,082 2,100 2,125 2,150 2,176 2,182 2,178 2,168 1960 2,158 2,147 2,135 2,123 2,111 2,109 2,122 2,147 2,168 2,181 2,178 2,169 1961 2,159 2,149 2,138 2,128 2,119 2,124 2,137 2,157 2,170 2,176 2,172 2,162 1962 2,151 2,141 2,129 2,118 2,103 2,118 2,141 2,158 2,176 2,183 2,179 2,170 1963 2,168 2,158 2,147 2,135 2,122 2,111 2,122 2,140 2,160 2,173 2,177 2,172 1964 2,150 2,138 2,126 2,113 2,091 2,119 2,139 2,151 2,158 2,162 2,158 2,147 1965 2,134 2,122 2,110 2,095 2,080 2,101 2,132 2,156 2,172 2,186 2,181 2,171 1966 2,159 2,148 2,137 2,125 2,109 2,116 2,129 2,150 2,163 2,166 2,159 2,148 1967 2,136 2,125 2,113 2,100 2,083 2,103 2,130 2,160 2,176 2,181 2,176 2,165 1968 2,155 2,144 2,133 2,122 2,109 2,120 2,136 2,154 2,161 2,161 2,155 2,143 1969 2,130 2,117 2,104 2,088 2,077 2,091 2,105 2,112 2,109 2,106 2,097 2,079 1970 2,065 2,065 2,065 2,065 2,070 2,088 2,111 2,132 2,141 2,143 2,139 2,129 1971 2,117 2,105 2,089 2,071 2,065 2,088 2,125 2,155 2,176 2,180 2,177 2,167 1972 2,157 2,147 2,136 2,125 2,117 2,135 2,147 2,157 2,169 2,172 2,167 2,156 1973 2,144 2,133 2,121 2,108 2,088 2,102 2,125 2,140 2,152 2,152 2,145 2,133 1974 2,120 2,107 2,092 2,073 2,071 2,097 2,111 2,125 2,135 2,138 2,131 2,119 1975 2,107 2,093 2,075 2,065 2,072 2,103 2,133 2,155 2,167 2,178 2,174 2,163 1976 2,150 2,138 2,126 2,113 2,101 2,104 2,121 2,140 2,146 2,145 2,139 2,129 1977 2,118 2,107 2,093 2,075 2,070 2,104 2,131 2,151 2,161 2,168 2,166 2,157 1978 2,147 2,136 2,125 2,113 2,101 2,100 2,119 2,135 2,142 2,142 2,137 2,126 1979 2,114 2,102 2,086 2,068 2,070 2,100 2,127 2,154 2,164 2,169 2,168 2,159 1980 2,148 2,137 2,125 2,113 2,100 2,105 2,134 2,158 2,170 2,178 2,176 2,166 1981 2,155 2,145 2,134 2,123 2,115 2,113 2,132 2,162 2,176 2,182 2,180 2,170 1982 2,159 2,149 2,137 2,125 2,113 2,114 2,131 2,150 2,161 2,172 2,168 2,159 1983 2,148 2,138 2,127 2,116 2,105 2,108 2,127 2,148 2,166 2,174 2,171 2,162 1984 2,151 2,141 2,130 2,119 2,105 2,107 2,131 2,152 2,163 2,165 2,161 2,152 1985 2,141 2,130 2,119 2,107 2,088 2,102 2,131 2,152 2,166 2,175 2,171 2,161 1986 2,150 2,139 2,128 2,116 2,101 2,103 2,121 2,138 2,148 2,160 2,161 2,151 1987 2,140 2,129 2,117 2,105 2,091 2,100 2,126 2,155 2,169 2,173 2,169 2,159 1988 2,147 2,136 2,124 2,112 2,103 2,111 2,133 2,154 2,169 2,175 2,172 2,163 1989 2,152 2,141 2,130 2,119 2,109 2,110 2,130 2,154 2,169 2,179 2,176 2,166 1990 2,155 2,145 2,134 2,124 2,123 2,142 2,152 2,159 2,178 2,187 2,183 2,173 1991 2,162 2,152 2,141 2,130 2,111 2,107 2,130 2,146 2,157 2,162 2,157 2,147 1992 2,136 2,125 2,114 2,102 2,083 2,097 2,123 2,147 2,158 2,159 2,154 2,144 1993 2,133 2,122 2,110 2,098 2,089 2,103 2,120 2,137 2,157 2,171 2,169 2,160 1994 2,150 2,139 2,128 2,117 2,109 2,112 2,131 2,148 2,157 2,158 2,153 2,143 1995 2,131 2,120 2,109 2,097 2,089 2,100 2,130 2,151 2,167 2,177 2,173 2,162 2002 2,144 2,133 2,122 2,110 2,093 2,099 2,116 2,138 2,161 2,176 2,179 2,172 2003 2,162 2,152 2,142 2,130 2,116 2,115 2,133 2,158 2,176 2,184 2,181 2,172 2004 2,161 2,149 2,138 2,126 2,128 2,140 2,147 2,157 2,166 2,165 2,158 2,147 2005 2,136 2,125 2,113 2,100 2,103 2,128 2,150 2,160 2,177 2,188 2,185 2,174 2006 2,163 2,152 2,141 2,130 2,118 2,123 2,136 2,160 2,177 2,187 2,186 2,178 2007 2,168 2,158 2,148 2,137 2,130 2,132 2,137 2,157 2,172 2,179 2,176 2,166 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Reservoir Elevation Watana Development : 380MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Leanne Andruszkiewicz, EIT. Date: 10/19/09 Full Watana With Devil Canyon.cof Complete Scenario Data for Scenario - Full Watana with Devil Canyon Written out on 10/19/2009 3:43:13 PM System Misc. - Susitna System Settings Description - Notes - Assumes a 2% transformer loss and a 1.5% annual outage based on conversations with Stephen Spain and Bill Holeck. -DEE 12_8_2008 CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0.035 0 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 Page 1 Full Watana With Devil Canyon.cof 4 9 8 2 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 Page 2 Full Watana With Devil Canyon.cof 9 12 6 1 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - Full Watana with Devil Canyon Settings Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False Page 3 Full Watana With Devil Canyon.cof 1900 2630700 False 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - Full Watana Spillway Capacity Description - Notes - Based on minimum and maximum operating limits of the spillway from the 1985 ammendment to the FERC application. -DEE 12-11-2008 Elevation Flow 2193 220000 2199.3 259600 Outlet3 Data - None Elevation Flow Plant_Options Data - Full Watana Plant Options Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False 1700 6000 False Page 4 Full Watana With Devil Canyon.cof 1800 10000 False 1900 15000 False 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - Full Watana with Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - Full Watana with Devil Canyon Rev1 Description - Notes - IDay Elevation 1 2140 32 2125 60 2110 91 2090 121 2065 152 2074 182 2114 213 2150 244 2178 274 2185 305 2170 335 2155 365 2140 Flood_Elev Data - Full Watana Flood Elevation Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. -DEE 12-11-2008 IDay Elevation Page 5 Full Watana With Devil Canyon.cof 1 2193 365 2193 Min_Elev Data - Full Watana Minimum Elevations Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. -DEE 12-11-2008 IDay Elevation 1 2065 365 2065 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Full Watana Generating Settings Description - Notes - Plant_Generation Data - Full Watana Plant Generation Description - Notes - Full size Watana with 6 turbines rated at 680 feet of head. -DEE 12_3_2008 Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 6 7 4 0 Page 6 Full Watana With Devil Canyon.cof 2 6 7 4 0 3 6 7 4 0 4 6 7 4 0 5 6 7 4 0 6 6 7 4 0 Head Loss Data, ID = - 6, Name = Watana III Headloss Description - Notes - Headloss as calculated using Susitna Headloss Calculations.xls spreadsheet built by David Elwood and checked by Leanne Andruszkiewicz -DEE 12_3_2008. 8.1ft common HL. Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 2.93411E-07 1.5839E-08 0 6 2 2.97552E-07 1.5839E-08 0 6 3 3.00324E-07 1.5839E-08 0 6 4 3.03776E-07 1.5839E-08 0 6 5 2.97909E-07 0 1 6 6 3.06497E-07 0 1 6 Turbine Performance, ID = - 4, Name = Full Watana Turbine Efficiency Description - Notes - Based on the turbine efficiency curves from the 1985 ammendment to the FERC application with a design head of 680 feet. Assumed a 2% loss in efficiency for every 100 feet of headloss. -DEE 12-11-2008 Head Flow Eff 555 1174.45 0.686 555 1626.16 0.836 555 2348.9 0.906 555 2619.93 0.911 555 2800.62 0.906 555 3252.33 0.876 600 1221.14 0.704 600 1690.81 0.854 600 2442.27 0.924 600 2724.08 0.929 600 2911.94 0.924 600 3381.61 0.894 680 1300 0.72 680 1800 0.87 680 2600 0.94 680 2900 0.945 680 3100 0.94 680 3600 0.91 710 1328.37 0.72 710 1839.28 0.87 710 2656.73 0.94 710 2963.28 0.945 710 3167.64 0.94 710 3678.55 0.91 740 1356.14 0.72 740 1877.73 0.87 740 2712.28 0.94 740 3025.24 0.945 740 3233.87 0.94 740 3755.47 0.91 Generator Performance Data, ID = - 7, Name = Watana Generator Performance Description - Notes - Generator efficiency curve based on data for as-built large hydro Page 7 Full Watana With Devil Canyon.cof generators -DEE 12_4_2008 gOutput Eff Cap 44 0.9283 230 65 0.95 230 86 0.9608 230 108 0.968 230 130 0.9715 230 143 0.9732 230 156 0.9748 230 165 0.9756 230 174 0.9764 230 200 0.9781 230 219.51 0.9781 230 230 0.9781 230 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Scenario Information for Devil Canyon Physical Setting Conditions, Name - Devil Canyon Description - Notes - Res_Storage Data - Devil Canyon Reservoir Volume Description - Notes - Data from 1985 ammendment to the FERC applicationf ro Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 800 0 False 900 0 False 1000 9800 False 1100 52490 False 1200 139670 False 1300 326770 False 1400 701970 False 1450 1046350 False Tailwater Data - Devil Canyon Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application for the Susitna Project -DEE Flow Elevation Page 8 Full Watana With Devil Canyon.cof 0 845 9000 850 26000 855 60000 860 119000 865 200000 870 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - Devil Canyon Spillway Capacity Description - Notes - Data based on the minimum and maximum operating limits for the Devil Canyon spillway. -DEE 12-11-2008 Elevation Flow 1456 240000 1465.6 309000 Outlet3 Data - None Elevation Flow Plant_Options Data - Devil Canyon Plant Options Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 3 Res_Area Data - Devil Canyon Reservoir Area Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 900 0 False 1000 100 False 1100 800 False 1200 1200 False 1300 2200 False 1400 6300 False 1450 7200 False Evaporation Data - Devil Canyon Evaporation Description - BPK 2008-12-16 Notes - As per table B.3.1.11 from 1985 ammendment to the FERC application. Assumes reservoir area of 7200 acres. -DEE Modified for units of ft per acre per day. iMonth Coeff Page 9 Full Watana With Devil Canyon.cof 5 0.007258 6 0.0075 7 0.006989 8 0.005108 9 0.003333 Operating Setting Conditions, Name - Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Devil Canyon Minimum Environmental Flow Description - Notes - Data based on 1985 ammendment to the FERC application for Susitna environmental flow case E-VI prorated from Gold Creek gauge to Devil Canyon. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1886 False False 7 1886 False False 14 1886 False False 21 1886 False False 28 1886 False False 35 1886 False False 42 1886 False False 49 1886 False False 56 1886 False False 63 1886 False False 70 1886 False False 77 1886 False False 84 1886 False False 91 1886 False False 98 1886 False False 105 1886 False False 112 1886 False False 119 1886 False False 126 3772 False False 133 5658 False False 140 5658 False False 147 5658 False False 154 8487 False False 161 8487 False False 168 8487 False False 175 8487 False False 182 8487 False False 189 8487 False False 196 8487 False False 203 8487 False False 210 8487 False False 217 8487 False False 224 8487 False False 231 8487 False False 238 8487 False False 245 7544 False False 252 6601 False False Page 10 Full Watana With Devil Canyon.cof 259 5658 False False 266 5658 False False 274 5658 False False 281 5658 False False 288 4715 False False 295 3772 False False 302 2829 False False 309 2829 False False 316 2829 False False 323 2829 False False 330 2829 False False 336 1886 False False 344 1886 False False 351 1886 False False 358 1886 False False 365 1886 False False Target_Elev Data - Davil Canyon Target Elevations Description - Notes - Data based on 1985 ammendment to the FERC application for Susitna Figure B.3.2.2. -DEE 12-11-2008 IDay Elevation 1 1455 365 1455 Flood_Elev Data - Devil Canyon Flood Elevations Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. IDay Elevation 1 1456 365 1456 Min_Elev Data - Devil Canyon Minimum Elevations Description - Notes - Data from 1985 ammendment to the FERC application Table B.3.2.1. DEE 12-11-2008 IDay Elevation 1 1435 120 1435 121 1405 304 1405 305 1435 365 1435 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Page 11 Full Watana With Devil Canyon.cof Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - Devil Canyon Ramp Rates Description - Notes - Data based on environmental flow case E-VI report. -DEE 12-11-2008 IDay UpRampDay UpRampHour DownRampDay DownRampHour Type 1 12000 500 12000 500 Flow 365 12000 500 12000 500 Flow Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Devil Canyon Description - Notes - Plant_Generation Data - Devil Canyon Generating Unit Description - Notes - Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 9 8 2 0 2 9 8 2 0 3 9 8 2 0 4 9 8 2 0 Head Loss Data, ID = - 9, Name = Devil Canyon Headloss Description - Notes - Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 3.6792E-08 0 0 4 2 3.67692E-08 0 0 4 3 3.67692E-08 0 0 4 4 3.67692E-08 0 0 4 Turbine Performance, ID = - 2, Name = Devil Canyon Turbines Description - Notes - Assumes a 2% loss in efficiency for every 100 feet below the rated head -DEE Page 12 Full Watana With Devil Canyon.cof Head Flow Eff 545 953.07 0.699 545 2001.44 0.879 545 2477.97 0.919 545 2859.2 0.929 545 3049.81 0.919 545 3621.65 0.899 558.75 965.01 0.7017 558.75 2026.53 0.8817 558.75 2509.03 0.9218 558.75 2895.04 0.9317 558.75 3088.04 0.9218 558.75 3667.05 0.9018 572.5 976.81 0.7045 572.5 2051.31 0.8845 572.5 2539.72 0.9245 572.5 2930.44 0.9345 572.5 3125.81 0.9245 572.5 3711.9 0.9045 586.25 988.48 0.7072 586.25 2075.8 0.8873 586.25 2570.04 0.9273 586.25 2965.43 0.9373 586.25 3163.12 0.9273 586.25 3756.21 0.9072 600 1000 0.71 600 2100 0.89 600 2600 0.93 600 3000 0.94 600 3200 0.93 600 3800 0.91 Generator Performance Data, ID = - 8, Name = Devil Canyon Generators Description - Notes - Based on data from as-built large hydro generators -DEE 12_4_2008 gOutput Eff Cap 37.4 0.9283 195.5 55.25 0.95 195.5 73.1 0.9608 195.5 91.8 0.968 195.5 110.5 0.9715 195.5 121.55 0.9732 195.5 132.6 0.9748 195.5 140.25 0.9756 195.5 147.9 0.9764 195.5 170 0.9781 195.5 186.5854 0.9781 195.5 195.5 0.9781 195.5 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 13 Probability of Exceeding Winter Capacity TargetProbability Capacity Target100% 47099% 56098% 71097% 75091% 93080% 112058% 1470Capacity Target (MW)January February March April May June July August SeptemberOctober November DecemberAnnual Energy (GWhrs)470 470 450 470 460 1,520 1,510 1,390 1,090 690 430 460 4606,800560 560 530 550 550 1,480 1,440 1,210 980 640 420 540 5506,900710 710 670 710 680 1,290 1,160 940 820 600 420 690 7106,800750 740 710 750 700 1,230 1,100 890 800 600 410 730 7506,800930 930 890 860 690 740 870 770 790 590 410 910 9306,8001120 1,120 990 820 410 480 810 760 790 590 410 1,090 1,1106,8001470 1,380 860 190 90 470 810 760 790 590 410 1,460 1,4706,700Reviewed By: 52-Year Average Monthly Power Output (MW)HDR/AEA Susitna Hydroelectric ProjectCHEOPS Watana and Devil Canyon Firm Capacity EstimateWatana and Devil Canyon: Monthly CapacityBy: HDRBy: David Elwood Date: 11/13/2009Checked By: Nolan Adams Assumptions1. Devil Canyon Reservoir is run as a re-regulating reservoir. The pool is kept full all winter long.2. Winter inflow to Devil Canyon Reservoir is the outflow from the Watana powerhouse. Summer inflow is 12% greater than Watana outflow due to additional drainage area.2. Net head at full pool of 598'.3. Turbine efficiency of 94%.4. Generator Efficiency of 98%.5. Transformer Losses of 2%.6. Forced Outage Rate of 1.5%.Probability of Exceeding Winter Capacity TargetProbability Capacity Target (MW)100% 22099% 26098% 34097% 35091% 44080% 53058% 680Capacity Target (MW)January February March April May June July August SeptemberOctober November December220 4,871 4,432 4,937 4,733 16,667 15,986 14,411 11,251 6,993 4,446 4,637 4,834260 5,765 5,182 5,799 5,715 16,120 14,977 12,614 10,145 6,521 4,345 5,426 5,689340 7,409 6,753 7,595 7,219 13,892 12,272 9,889 8,592 6,067 4,283 7,056 7,429350 7,732 7,108 8,000 7,394 13,275 11,618 9,447 8,432 6,063 4,283 7,373 7,770440 9,880 9,048 9,284 7,465 8,123 9,324 8,125 8,260 6,010 4,282 9,185 9,699530 11,945 10,109 9,031 4,588 5,410 8,678 8,000 8,241 5,990 4,281 10,995 11,603680 14,970 9,167 2,666 1,420 5,201 8,678 8,000 8,241 5,990 4,281 14,733 15,806Capacity Target (MW)January February March April May June July August SeptemberOctober November December220 219 199 222 213 684 684 648 506 315 200 209 217260 259 233 261 257 684 674 568 456 293 195 244 256340 333 304 342 325 625 552 445 387 273 193 317 334350 348 320 360 333 597 523 425 379 273 193 332 350440 444 407 418 336 365 419 366 372 270 193 413 436530 537 455 406 206 243 390 360 371 269 193 495 522680 673 412 120 64 234 390 360 371 269 193 663 68452-Year Average Monthly Power Output (MW)52-Year Average Monthly Flow (cfs)Reviewed By: HDR/AEA Susitna Hydroelectric ProjectCHEOPS Watana and Devil Canyon Firm Capacity EstimateDevil Canyon: Monthly CapacityBy: HDRBy: David Elwood Date: 11/13/2009Checked By: Nolan Adams Probability of Exceeding Winter Capacity TargetProbability Capacity Target (MW)100% 25099% 30098% 38097% 40091% 50080% 60058% 800Capacity Target (MW)January February March April May June July August SeptemberOctober November December250 252 252 251 247 846 833 743 593 377 236 252 252300 301 297 296 296 803 770 645 530 349 232 301 301380 377 375 375 362 670 615 497 438 330 227 382 382400 395 395 394 369 635 580 472 431 329 227 403 402500 494 489 444 360 376 454 408 422 325 227 502 497600 590 535 420 210 245 426 402 421 324 226 603 593800 713 452 73 36 241 426 402 421 324 226 801 789Reviewed By: 52-Year Average Monthly Power Output (MW)HDR/AEA Susitna Hydroelectric ProjectCHEOPS Watana and Devil Canyon Firm Capacity EstimateWatana: Monthly CapacityBy: HDRBy: David Elwood Date: 11/13/2009Checked By: Nolan Adams Devil Canyon 80MW.cof Complete Scenario Data for Scenario - Devil Canyon 80MW Winter Written out on 11/19/2009 2:31:15 PM System Misc. - 80MW Winter Demand Description - Notes - CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0 38 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 4 9 8 2 Page 1 Devil Canyon 80MW.cof 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 9 12 6 1 Page 2 Devil Canyon 80MW.cof 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - No Watana Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False 1900 2630700 False Page 3 Devil Canyon 80MW.cof 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - Unlimited Capacity Description - Notes - Elevation Flow 1 100000 Outlet2 Data - No Watana Spillway Description - Notes - Elevation Flow 1500 220000 1510 259600 Outlet3 Data - None Elevation Flow Plant_Options Data - No Watana Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 0 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False Page 4 Devil Canyon 80MW.cof 1700 6000 False 1800 10000 False 1900 15000 False 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - No Watana Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - No Watana Description - Notes - IDay Elevation 1 1500 365 1500 Flood_Elev Data - No Watana Flood Elevation Description - Notes - IDay Elevation 1 1501 365 1501 Min_Elev Data - 1390 Description - Notes - Minimum elevation for filling set 10 feet below minimum reservoir level. -DEE 12-11-2008 IDay Elevation 1 1390 Page 5 Devil Canyon 80MW.cof 365 1390 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - No Watana Description - Notes - Plant_Generation Data - None Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 6 Devil Canyon 80MW.cof Scenario Information for Devil Canyon Physical Setting Conditions, Name - Devil Canyon Only Description - Notes - Res_Storage Data - Devil Canyon Reservoir Volume Description - Notes - Data from 1985 ammendment to the FERC applicationf ro Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 800 0 False 900 0 False 1000 9800 False 1100 52490 False 1200 139670 False 1300 326770 False 1400 701970 False 1450 1046350 False Tailwater Data - Devil Canyon Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application for the Susitna Project -DEE Flow Elevation 0 845 9000 850 26000 855 60000 860 119000 865 200000 870 Ramp_Curve Data - None Elevation Flow Outlet1 Data - Devil Canyon Only Description - Notes - Elevation Flow 1092 42000 Outlet2 Data - Devil Canyon Spillway Capacity Description - Notes - Data based on the minimum and maximum operating limits for the Devil Canyon spillway. -DEE 12-11-2008 Elevation Flow 1456 240000 1465.6 309000 Page 7 Devil Canyon 80MW.cof Outlet3 Data - None Elevation Flow Plant_Options Data - Devil Canyon Only Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - Devil Canyon Reservoir Area Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 900 0 False 1000 100 False 1100 800 False 1200 1200 False 1300 2200 False 1400 6300 False 1450 7200 False Evaporation Data - Devil Canyon Evaporation Description - BPK 2008-12-16 Notes - As per table B.3.1.11 from 1985 ammendment to the FERC application. Assumes reservoir area of 7200 acres. -DEE Modified for units of ft per acre per day. iMonth Coeff 5 0.007258 6 0.0075 7 0.006989 8 0.005108 9 0.003333 Operating Setting Conditions, Name - Devil Canyon Only Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Devil Canyon Minimum Environmental Flow Description - Notes - Data based on 1985 ammendment to the FERC application for Susitna environmental flow case E-VI prorated from Gold Creek gauge to Devil Canyon. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1886 False False 7 1886 False False Page 8 Devil Canyon 80MW.cof 14 1886 False False 21 1886 False False 28 1886 False False 35 1886 False False 42 1886 False False 49 1886 False False 56 1886 False False 63 1886 False False 70 1886 False False 77 1886 False False 84 1886 False False 91 1886 False False 98 1886 False False 105 1886 False False 112 1886 False False 119 1886 False False 126 3772 False False 133 5658 False False 140 5658 False False 147 5658 False False 154 8487 False False 161 8487 False False 168 8487 False False 175 8487 False False 182 8487 False False 189 8487 False False 196 8487 False False 203 8487 False False 210 8487 False False 217 8487 False False 224 8487 False False 231 8487 False False 238 8487 False False 245 7544 False False 252 6601 False False 259 5658 False False 266 5658 False False 274 5658 False False 281 5658 False False 288 4715 False False 295 3772 False False 302 2829 False False 309 2829 False False 316 2829 False False 323 2829 False False 330 2829 False False 336 1886 False False 344 1886 False False 351 1886 False False 358 1886 False False 365 1886 False False Target_Elev Data - Devil Canyon Only Description - Notes - IDay Elevation 1 1435 120 1405 244 1455 365 1435 Page 9 Devil Canyon 80MW.cof Flood_Elev Data - Devil Canyon Flood Elevations Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Table B.3.2.1. IDay Elevation 1 1456 365 1456 Min_Elev Data - Devil Canyon Only Minimum Elevations Description - Notes - IDay Elevation 1 1405 365 1405 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - Devil Canyon Ramp Rates Description - Notes - Data based on environmental flow case E-VI report. -DEE 12-11-2008 IDay UpRampDay UpRampHour DownRampDay DownRampHour Type 1 12000 500 12000 500 Flow 365 12000 500 12000 500 Flow Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - Devil Canyon Page 10 Devil Canyon 80MW.cof Description - Notes - Plant_Generation Data - Devil Canyon Generating Unit Description - Notes - Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 9 8 2 0 2 9 8 2 0 3 9 8 2 0 4 9 8 2 0 Head Loss Data, ID = - 9, Name = Devil Canyon Headloss Description - Notes - Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 3.6792E-08 0 0 4 2 3.67692E-08 0 0 4 3 3.67692E-08 0 0 4 4 3.67692E-08 0 0 4 Turbine Performance, ID = - 2, Name = Devil Canyon Turbines Description - Notes - Assumes a 2% loss in efficiency for every 100 feet below the rated head -DEE Head Flow Eff 545 953.07 0.699 545 2001.44 0.879 545 2477.97 0.919 545 2859.2 0.929 545 3049.81 0.919 545 3621.65 0.899 558.75 965.01 0.7017 558.75 2026.53 0.8817 558.75 2509.03 0.9218 558.75 2895.04 0.9317 558.75 3088.04 0.9218 558.75 3667.05 0.9018 572.5 976.81 0.7045 572.5 2051.31 0.8845 572.5 2539.72 0.9245 572.5 2930.44 0.9345 572.5 3125.81 0.9245 572.5 3711.9 0.9045 586.25 988.48 0.7072 586.25 2075.8 0.8873 586.25 2570.04 0.9273 586.25 2965.43 0.9373 586.25 3163.12 0.9273 586.25 3756.21 0.9072 600 1000 0.71 600 2100 0.89 600 2600 0.93 600 3000 0.94 600 3200 0.93 600 3800 0.91 Page 11 Devil Canyon 80MW.cof Generator Performance Data, ID = - 8, Name = Devil Canyon Generators Description - Notes - Based on data from as-built large hydro generators -DEE 12_4_2008 gOutput Eff Cap 37.4 0.9283 195.5 55.25 0.95 195.5 73.1 0.9608 195.5 91.8 0.968 195.5 110.5 0.9715 195.5 121.55 0.9732 195.5 132.6 0.9748 195.5 140.25 0.9756 195.5 147.9 0.9764 195.5 170 0.9781 195.5 186.5854 0.9781 195.5 195.5 0.9781 195.5 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 12 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 52-year Average 61,191 55,836 58,604 53,695 376,530 484,707 512,397 503,516 403,568 238,412 58,121 60,724 2,867,301 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 1950 59,542 54,146 58,903 408 285,386 441,503 513,104 500,197 285,071 165,646 58,048 59,526 2,481,478 1951 59,847 53,823 35,617 25,310 364,561 481,897 513,201 514,267 493,976 218,534 57,974 60,142 2,879,151 1952 60,142 56,184 59,523 57,946 209,860 474,557 512,027 504,931 425,387 303,218 58,748 61,559 2,784,083 1953 60,926 54,303 59,543 57,873 449,512 495,243 514,104 514,012 463,433 204,827 58,010 60,067 2,991,853 1954 59,566 53,765 59,947 57,884 383,719 495,743 513,972 512,311 419,228 193,977 57,893 61,828 2,869,831 1955 62,336 55,039 60,005 57,607 320,150 463,197 511,709 512,307 432,977 180,924 57,927 59,866 2,774,043 1956 59,525 55,986 59,564 36,596 356,543 493,825 510,739 512,757 484,045 222,900 57,912 63,302 2,913,693 1957 63,298 55,432 61,011 57,806 379,493 494,707 512,860 513,910 497,474 309,289 58,689 60,859 3,064,826 1958 62,889 57,183 60,887 57,729 391,902 495,604 513,144 488,242 259,052 175,776 57,908 59,823 2,680,139 1959 59,545 53,768 59,766 57,648 342,158 496,255 512,314 511,034 430,965 231,611 57,748 62,218 2,875,029 1960 63,696 57,673 60,883 57,808 412,669 494,199 513,172 512,892 497,145 286,751 57,998 60,693 3,075,579 1961 59,966 57,912 63,848 60,947 497,091 494,780 512,501 509,720 433,109 224,720 57,729 60,973 3,033,295 1962 61,945 56,260 60,179 57,604 384,548 491,887 511,963 512,954 447,236 245,825 57,617 61,622 2,949,640 1963 61,835 54,287 59,965 57,643 370,607 495,480 510,009 512,927 408,758 229,080 57,909 60,145 2,878,645 1964 59,766 55,725 59,926 48,240 169,696 487,033 513,086 499,406 327,526 224,583 57,669 60,137 2,562,793 1965 59,945 53,783 59,867 57,628 271,135 495,658 511,542 490,375 477,600 274,122 58,030 60,149 2,869,834 1966 59,626 53,769 59,527 57,608 279,958 483,109 514,207 513,503 397,004 176,857 57,968 59,527 2,712,662 1967 59,532 53,769 59,665 57,607 323,668 494,489 511,974 510,596 436,749 180,318 57,828 60,148 2,806,343 1968 60,148 56,268 60,316 59,830 421,445 494,152 511,890 494,237 303,094 171,542 58,088 59,745 2,750,754 1969 59,926 53,963 27,407 26,172 271,494 412,032 496,589 360,404 213,582 164,024 58,149 59,523 2,203,265 1970 59,947 54,017 13,199 10,725 281,709 436,582 513,045 503,327 319,224 188,170 58,437 61,208 2,499,591 1971 63,513 55,035 59,865 57,606 201,309 441,473 512,847 510,771 421,883 210,082 58,102 61,170 2,653,657 1972 60,002 59,234 64,272 61,824 492,192 493,683 513,166 503,928 391,495 193,158 57,991 60,146 2,951,091 1973 59,686 53,767 59,806 57,625 238,369 455,281 514,224 507,210 307,436 166,180 58,150 59,564 2,537,298 1974 59,826 53,883 37,436 10,384 296,152 497,910 514,570 493,337 388,557 173,379 58,029 59,525 2,642,987 1975 59,531 53,771 59,527 57,608 358,706 493,963 511,462 506,050 468,033 287,756 58,030 60,006 2,974,443 1976 59,525 55,986 59,682 42,993 342,969 472,880 514,598 484,262 241,452 173,245 57,769 61,424 2,566,787 1977 61,895 55,496 62,273 58,702 393,571 492,944 513,092 498,805 416,724 274,753 58,451 60,256 2,946,961 1978 62,154 57,944 63,600 60,595 415,528 471,685 513,843 478,515 292,623 179,843 57,971 60,143 2,714,444 1979 60,147 53,805 59,528 57,605 338,484 495,982 511,164 509,706 365,909 264,379 58,769 60,958 2,836,437 1980 64,282 58,813 61,276 57,948 393,661 490,309 510,310 506,766 413,536 280,773 58,837 62,286 2,958,797 1981 63,024 58,074 63,813 61,316 500,215 497,817 510,209 509,324 432,923 265,809 58,929 63,643 3,085,095 1982 61,300 56,211 60,817 57,768 405,788 495,381 512,576 473,630 470,603 260,177 57,850 60,954 2,973,056 1983 63,839 58,063 64,118 61,509 465,698 496,086 513,701 512,427 420,057 297,971 58,415 61,235 3,073,119 1984 62,121 60,230 64,252 61,964 434,705 494,091 512,893 511,341 324,154 202,713 58,254 61,052 2,847,770 1985 63,515 57,878 63,548 61,241 352,983 495,299 512,062 512,816 473,689 261,469 57,891 60,143 2,972,534 1986 60,142 54,326 59,726 57,612 370,944 478,016 513,394 514,949 428,511 410,120 58,538 62,950 3,069,228 1987 62,575 55,639 61,393 58,177 419,516 496,423 510,818 504,260 408,473 213,135 57,992 60,144 2,908,544 1988 60,088 55,685 59,532 57,613 444,528 494,528 512,171 514,286 413,114 276,980 58,283 61,946 3,008,754 1989 63,286 57,710 63,611 61,299 444,181 495,183 512,808 513,309 479,466 298,592 58,478 62,964 3,110,887 1990 63,225 56,321 62,318 60,143 511,122 493,802 512,851 512,631 495,651 261,222 57,748 60,147 3,147,181 1991 60,373 55,782 61,009 58,065 289,237 460,254 513,719 495,406 408,746 210,812 57,707 60,147 2,731,256 1992 60,594 58,644 62,455 60,160 307,434 465,296 512,189 512,877 337,755 175,953 57,851 60,125 2,671,333 1993 62,110 56,748 61,442 59,590 481,719 496,454 514,437 506,658 484,231 362,021 58,508 60,376 3,204,294 1994 62,966 58,083 63,760 61,319 493,007 494,154 513,802 511,021 316,188 170,801 57,852 61,418 2,864,372 1995 62,534 55,936 62,359 60,490 512,069 494,932 512,164 507,046 497,618 248,559 57,993 60,140 3,131,840 2002 60,143 54,206 59,526 57,609 314,630 492,302 514,761 512,435 472,561 390,005 59,391 60,943 3,048,513 2003 64,243 57,599 64,014 60,192 372,705 465,175 511,062 513,644 397,765 282,527 57,911 60,144 2,906,979 2004 60,146 55,866 59,526 57,624 489,477 495,635 514,162 509,225 238,098 169,907 57,825 59,524 2,767,015 2005 59,529 53,768 59,766 57,627 476,118 493,630 511,920 513,372 496,484 306,791 57,990 60,148 3,147,142 2006 59,566 53,770 59,528 57,605 344,763 494,659 512,997 511,041 397,820 349,435 58,607 60,816 2,960,607 2007 62,125 58,126 64,080 61,724 510,459 497,584 513,544 507,474 431,335 206,177 57,912 60,143 3,030,683 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Energy Production Estimates Devil Canyon Development : 80MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 1,918 1,721 1,869 1,787 12,374 23,936 23,091 21,029 13,468 7,073 1,978 1,988 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 118,643 109,022 121,081 48,846 544,544 956,257 1,351,473 1,160,045 505,179 296,127 114,159 118,025 5,443,402 1951 119,863 109,038 90,261 78,873 686,821 1,047,838 1,329,562 1,170,189 1,214,521 389,918 113,082 117,148 6,467,115 1952 117,460 106,679 118,255 116,432 403,009 1,651,137 1,572,322 1,245,664 837,372 540,963 119,218 112,832 6,941,343 1953 115,076 106,782 118,412 116,301 947,213 1,572,693 1,191,442 1,206,146 897,403 366,060 113,556 117,902 6,868,986 1954 117,628 107,043 120,700 117,953 720,304 1,429,209 1,216,514 1,513,136 761,895 347,003 112,904 115,270 6,679,559 1955 114,958 104,723 118,002 114,243 607,789 1,525,098 1,620,787 1,579,405 840,534 323,470 113,471 117,814 7,180,293 1956 118,161 108,459 120,797 94,577 734,563 1,923,455 1,814,734 1,422,774 1,056,513 398,357 111,650 115,175 8,019,215 1957 115,466 101,311 116,696 114,029 712,885 1,714,430 1,394,476 1,221,158 1,157,304 553,767 144,289 192,204 7,538,015 1958 124,559 104,561 116,503 113,864 730,002 1,393,652 1,358,077 1,324,599 459,080 314,184 113,234 117,445 6,269,761 1959 117,382 106,620 119,563 116,497 718,245 1,349,336 1,482,405 1,893,884 993,745 414,128 112,476 113,928 7,538,211 1960 116,168 101,775 116,657 114,097 831,839 908,942 1,367,063 1,386,559 1,202,848 511,902 112,018 136,466 6,906,333 1961 142,302 106,541 116,826 122,189 1,047,012 1,729,776 1,438,954 1,297,464 773,752 400,772 112,674 115,582 7,403,845 1962 114,033 104,066 116,832 113,338 719,774 2,493,677 1,530,497 1,371,471 926,782 439,308 112,356 113,979 8,156,114 1963 114,240 103,256 117,344 114,254 196,408 1,028,255 1,547,096 2,066,857 1,244,568 712,339 348,863 117,093 7,710,571 1964 117,970 107,265 120,883 106,004 331,166 2,706,592 1,356,285 970,013 581,045 401,684 112,529 117,372 7,028,809 1965 118,109 107,080 120,540 117,209 514,793 1,491,024 1,643,269 1,257,715 1,128,080 497,660 113,588 117,983 7,227,050 1966 117,565 106,682 118,934 115,769 533,257 1,758,927 1,182,223 1,295,829 708,137 316,147 113,862 117,451 6,484,785 1967 118,067 107,227 119,852 116,781 662,727 1,698,881 1,620,929 1,980,517 1,000,690 322,276 113,070 117,446 7,978,462 1968 117,460 106,189 116,157 111,452 924,001 1,810,729 1,551,499 1,004,477 536,935 306,994 113,923 118,170 6,817,986 1969 120,007 109,512 82,638 80,380 515,824 757,164 919,177 646,043 381,564 293,424 114,336 118,235 4,138,306 1970 120,523 109,995 62,221 60,632 537,905 897,341 1,357,229 1,176,075 565,444 336,643 113,527 135,565 5,473,099 1971 115,660 105,461 118,094 114,791 385,908 1,667,803 1,429,832 1,967,552 863,583 375,716 111,830 131,187 7,387,417 1972 130,289 107,696 116,826 113,055 1,342,944 2,012,001 1,334,978 1,141,670 756,152 345,674 113,384 117,890 7,632,560 1973 117,806 106,947 120,047 116,924 456,686 1,377,220 1,075,154 1,222,115 550,641 297,072 114,198 117,850 5,672,659 1974 119,669 109,085 91,778 55,680 638,543 1,014,261 1,117,193 970,417 728,771 309,838 113,916 117,264 5,386,415 1975 117,799 106,935 119,080 115,958 697,769 1,858,244 1,633,040 1,062,056 954,818 514,484 113,498 118,104 7,411,786 1976 118,324 108,637 121,291 99,953 658,013 1,167,379 1,115,888 1,172,481 428,132 309,946 112,860 114,629 5,527,531 1977 112,667 101,142 115,159 109,963 735,430 2,162,430 1,356,070 1,133,447 743,807 491,158 121,264 151,282 7,333,819 1978 121,230 105,521 116,749 112,146 757,120 1,005,590 1,231,324 970,407 518,508 321,659 113,126 117,395 5,490,775 1979 118,007 106,236 118,411 115,485 640,828 1,403,205 1,735,322 1,194,105 647,977 472,754 156,870 143,519 6,852,720 1980 116,826 103,621 115,125 113,892 726,454 1,636,223 1,951,693 1,228,917 793,655 501,925 123,360 125,464 7,537,158 1981 114,352 105,521 116,808 112,876 995,994 1,106,512 2,082,429 2,272,748 813,123 475,680 110,578 117,475 8,424,095 1982 112,002 102,883 116,795 113,665 751,673 1,474,065 1,437,598 902,830 1,038,491 463,999 112,953 115,875 6,742,829 1983 115,877 105,521 116,826 112,973 890,299 1,399,492 1,253,469 1,464,003 811,169 532,429 111,316 120,956 7,034,329 1984 119,501 105,521 116,826 113,058 800,021 1,535,985 1,391,521 1,217,621 575,143 362,693 111,926 124,020 6,573,835 1985 117,901 105,521 116,734 112,836 668,790 1,535,139 1,573,239 1,181,632 910,834 466,470 112,947 117,119 7,019,162 1986 117,399 106,454 117,649 114,182 699,717 1,035,588 1,300,122 1,022,016 777,287 815,815 120,914 120,337 6,347,481 1987 113,927 102,009 115,457 113,506 768,577 1,291,038 1,800,988 1,275,106 806,684 381,296 113,135 117,544 6,999,268 1988 117,938 106,035 117,981 114,763 881,254 1,701,974 1,507,897 1,163,573 822,418 495,038 111,744 113,681 7,254,297 1989 115,088 105,521 116,769 112,867 810,025 1,558,647 1,390,434 1,313,657 897,617 533,846 111,221 115,284 7,180,975 1990 115,936 104,414 115,784 160,252 1,571,410 1,909,911 1,387,024 1,430,153 1,549,303 466,208 112,881 117,257 9,040,533 1991 114,745 103,531 114,244 113,966 546,820 1,220,838 1,254,343 1,085,102 738,565 376,737 112,817 117,274 5,898,981 1992 115,138 104,855 115,736 111,007 578,456 1,100,727 1,507,798 1,267,137 609,398 314,794 112,902 115,743 6,053,691 1993 114,853 104,715 114,454 111,122 1,213,785 1,329,332 1,140,487 1,144,650 1,230,052 646,408 111,475 147,601 7,408,934 1994 120,808 105,521 116,789 125,103 920,709 1,766,557 1,237,597 1,094,235 567,011 305,412 112,857 114,642 6,587,242 1995 115,316 103,714 115,474 111,795 1,077,468 1,433,242 1,495,641 1,098,935 1,095,261 444,258 113,072 117,444 7,321,620 2002 117,565 106,499 117,678 114,726 591,956 903,345 1,069,254 1,434,237 950,507 714,555 224,550 154,141 6,499,015 2003 116,826 105,018 116,817 111,096 699,433 1,176,452 1,782,089 1,271,442 814,240 503,744 113,086 117,370 6,927,614 2004 117,840 106,323 118,295 115,219 1,285,858 1,451,366 1,182,440 1,040,903 421,940 304,000 113,512 117,213 6,374,909 2005 117,778 107,075 120,063 116,694 1,382,329 1,949,949 1,559,418 1,303,698 1,323,504 552,315 113,389 118,006 8,764,217 2006 117,521 106,706 118,907 115,751 729,062 1,359,647 1,371,120 1,856,672 738,597 667,280 111,666 123,877 7,416,806 2007 119,472 105,521 116,826 113,057 1,041,202 1,143,152 1,277,207 1,142,497 811,889 368,730 112,965 117,094 6,469,612 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Outflow Devil Canyon Development : 80MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 52-year Average 1,446 1,442 1,437 1,432 1,430 1,453 1,456 1,456 1,454 1,448 1,449 1,449 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 1950 1,430 1,422 1,410 1,405 1,413 1,447 1,456 1,456 1,453 1,447 1,442 1,435 1951 1,426 1,417 1,407 1,405 1,421 1,453 1,456 1,456 1,456 1,448 1,449 1,450 1952 1,448 1,442 1,433 1,423 1,410 1,452 1,456 1,456 1,454 1,449 1,453 1,455 1953 1,450 1,442 1,432 1,423 1,445 1,456 1,456 1,456 1,455 1,448 1,446 1,443 1954 1,438 1,431 1,422 1,412 1,426 1,456 1,456 1,456 1,454 1,448 1,449 1,452 1955 1,452 1,448 1,442 1,434 1,416 1,450 1,456 1,456 1,454 1,448 1,445 1,441 1956 1,434 1,425 1,416 1,407 1,425 1,456 1,456 1,456 1,455 1,448 1,450 1,455 1957 1,454 1,451 1,446 1,439 1,424 1,456 1,456 1,456 1,456 1,448 1,454 1,456 1958 1,456 1,452 1,446 1,439 1,428 1,456 1,456 1,456 1,453 1,448 1,447 1,443 1959 1,440 1,435 1,427 1,419 1,427 1,456 1,456 1,456 1,454 1,448 1,449 1,453 1960 1,454 1,451 1,446 1,439 1,433 1,452 1,456 1,456 1,456 1,449 1,450 1,456 1961 1,456 1,455 1,453 1,455 1,452 1,456 1,456 1,456 1,455 1,448 1,448 1,452 1962 1,452 1,450 1,445 1,441 1,425 1,456 1,456 1,456 1,455 1,448 1,449 1,452 1963 1,452 1,450 1,447 1,440 1,430 1,434 1,456 1,456 1,456 1,453 1,447 1,447 1964 1,438 1,430 1,420 1,409 1,406 1,455 1,456 1,455 1,453 1,448 1,449 1,448 1965 1,440 1,431 1,422 1,413 1,416 1,456 1,456 1,456 1,456 1,449 1,446 1,444 1966 1,439 1,434 1,428 1,423 1,415 1,454 1,456 1,456 1,454 1,447 1,443 1,439 1967 1,434 1,430 1,424 1,416 1,422 1,456 1,456 1,456 1,454 1,448 1,447 1,448 1968 1,448 1,447 1,446 1,445 1,433 1,456 1,456 1,455 1,453 1,447 1,444 1,437 1969 1,426 1,415 1,406 1,405 1,415 1,439 1,453 1,450 1,448 1,447 1,442 1,433 1970 1,423 1,412 1,405 1,405 1,413 1,445 1,456 1,456 1,453 1,448 1,452 1,456 1971 1,454 1,447 1,439 1,430 1,411 1,446 1,456 1,456 1,454 1,448 1,450 1,456 1972 1,456 1,456 1,455 1,453 1,451 1,456 1,456 1,456 1,454 1,447 1,447 1,445 1973 1,439 1,432 1,424 1,415 1,411 1,447 1,456 1,456 1,453 1,447 1,443 1,436 1974 1,427 1,417 1,407 1,405 1,421 1,456 1,456 1,455 1,453 1,448 1,443 1,440 1975 1,436 1,432 1,427 1,422 1,421 1,456 1,456 1,456 1,455 1,448 1,447 1,441 1976 1,432 1,423 1,414 1,406 1,412 1,451 1,456 1,456 1,452 1,447 1,448 1,453 1977 1,453 1,451 1,448 1,445 1,427 1,456 1,456 1,456 1,454 1,448 1,452 1,456 1978 1,456 1,454 1,451 1,448 1,441 1,452 1,456 1,456 1,453 1,448 1,449 1,448 1979 1,444 1,438 1,432 1,425 1,419 1,456 1,456 1,456 1,454 1,448 1,453 1,456 1980 1,455 1,452 1,447 1,442 1,432 1,455 1,456 1,456 1,455 1,448 1,453 1,455 1981 1,454 1,455 1,452 1,450 1,452 1,456 1,456 1,456 1,454 1,448 1,452 1,456 1982 1,454 1,451 1,446 1,441 1,432 1,456 1,456 1,455 1,455 1,448 1,448 1,451 1983 1,455 1,455 1,454 1,451 1,446 1,456 1,456 1,456 1,454 1,448 1,451 1,456 1984 1,456 1,456 1,455 1,454 1,439 1,455 1,456 1,456 1,453 1,447 1,450 1,456 1985 1,456 1,454 1,451 1,449 1,427 1,456 1,456 1,456 1,455 1,448 1,449 1,450 1986 1,448 1,445 1,440 1,435 1,421 1,452 1,456 1,456 1,454 1,451 1,453 1,456 1987 1,454 1,451 1,447 1,443 1,439 1,456 1,456 1,456 1,454 1,448 1,449 1,447 1988 1,444 1,439 1,435 1,431 1,438 1,456 1,456 1,456 1,454 1,448 1,451 1,453 1989 1,454 1,453 1,451 1,450 1,445 1,456 1,456 1,456 1,455 1,449 1,451 1,453 1990 1,451 1,449 1,447 1,450 1,455 1,456 1,456 1,456 1,456 1,449 1,447 1,449 1991 1,450 1,449 1,447 1,443 1,417 1,449 1,456 1,456 1,454 1,448 1,447 1,449 1992 1,450 1,449 1,448 1,448 1,420 1,450 1,456 1,456 1,453 1,447 1,449 1,451 1993 1,451 1,449 1,447 1,446 1,450 1,456 1,456 1,456 1,456 1,450 1,452 1,456 1994 1,456 1,455 1,452 1,451 1,448 1,456 1,456 1,456 1,453 1,447 1,449 1,452 1995 1,452 1,450 1,448 1,448 1,454 1,455 1,456 1,456 1,456 1,448 1,449 1,448 2002 1,447 1,443 1,437 1,431 1,421 1,451 1,456 1,456 1,455 1,449 1,456 1,456 2003 1,455 1,454 1,453 1,448 1,424 1,450 1,456 1,456 1,454 1,449 1,448 1,449 2004 1,445 1,439 1,433 1,428 1,452 1,456 1,456 1,456 1,453 1,447 1,443 1,441 2005 1,436 1,431 1,423 1,417 1,449 1,456 1,456 1,456 1,456 1,449 1,447 1,444 2006 1,439 1,434 1,428 1,423 1,425 1,455 1,456 1,456 1,453 1,450 1,451 1,456 2007 1,456 1,456 1,454 1,452 1,453 1,456 1,456 1,456 1,455 1,448 1,449 1,451 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Reservoir Elevation Devil Canyon Development :80MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: High Devil Canyon 345MW.cof Complete Scenario Data for Scenario - High Devil Canyon 350MW Load Written out on 10/15/2009 1:13:03 PM System Misc. - 350MW Winter Demand Description - Notes - CarryOver MaxPeak ForecastDays ForecastAcr WaterYearType True False 3 0.035 6 Loadshape Data - Sample Description - Sample Notes - Sample Data IMonth Period Duration Price 1 1 7 1 1 2 0 2 1 3 8 3 1 4 0 2 1 5 8 3 1 6 0 2 1 7 1 1 1 8 10 1 1 9 8 2 1 10 0 1 1 11 0 2 1 12 6 1 2 1 7 1 2 2 0 2 2 3 8 3 2 4 0 2 2 5 8 3 2 6 0 2 2 7 1 1 2 8 10 1 2 9 8 2 2 10 0 1 2 11 0 2 2 12 6 1 3 1 7 1 3 2 0 2 3 3 8 3 3 4 0 2 3 5 8 3 3 6 0 2 3 7 1 1 3 8 10 1 3 9 8 2 3 10 0 1 3 11 0 2 3 12 6 1 4 1 7 1 4 2 0 2 4 3 8 3 4 4 0 2 4 5 8 3 4 6 0 2 4 7 1 1 4 8 10 1 4 9 8 2 Page 1 High Devil Canyon 345MW.cof 4 10 0 1 4 11 0 2 4 12 6 1 5 1 7 1 5 2 0 2 5 3 8 3 5 4 0 2 5 5 8 3 5 6 0 2 5 7 1 1 5 8 10 1 5 9 8 2 5 10 0 1 5 11 0 2 5 12 6 1 6 1 7 1 6 2 0 2 6 3 8 3 6 4 0 2 6 5 8 3 6 6 0 2 6 7 1 1 6 8 10 1 6 9 8 2 6 10 0 1 6 11 0 2 6 12 6 1 7 1 7 1 7 2 0 2 7 3 8 3 7 4 0 2 7 5 8 3 7 6 0 2 7 7 1 1 7 8 10 1 7 9 8 2 7 10 0 1 7 11 0 2 7 12 6 1 8 1 7 1 8 2 0 2 8 3 8 3 8 4 0 2 8 5 8 3 8 6 0 2 8 7 1 1 8 8 10 1 8 9 8 2 8 10 0 1 8 11 0 2 8 12 6 1 9 1 7 1 9 2 0 2 9 3 8 3 9 4 0 2 9 5 8 3 9 6 0 2 9 7 1 1 9 8 10 1 9 9 8 2 9 10 0 1 9 11 0 2 9 12 6 1 Page 2 High Devil Canyon 345MW.cof 10 1 7 1 10 2 0 2 10 3 8 3 10 4 0 2 10 5 8 3 10 6 0 2 10 7 1 1 10 8 10 1 10 9 8 2 10 10 0 1 10 11 0 2 10 12 6 1 11 1 7 1 11 2 0 2 11 3 8 3 11 4 0 2 11 5 8 3 11 6 0 2 11 7 1 1 11 8 10 1 11 9 8 2 11 10 0 1 11 11 0 2 11 12 6 1 12 1 7 1 12 2 0 2 12 3 8 3 12 4 0 2 12 5 8 3 12 6 0 2 12 7 1 1 12 8 10 1 12 9 8 2 12 10 0 1 12 11 0 2 12 12 6 1 Scenario Information for Watana Physical Setting Conditions, Name - No Watana Description - Notes - Res_Storage Data - Watana Reservoir Curve Description - Notes - Data from 1985 ammendment to the FERC application for Susitna Figure B.3.2.1. -DEE 12-11-2008 Elevation Storage Sedimentation Sed_File 1400 0 False 1500 0 False 1600 85600 False 1700 450400 False 1800 1298500 False 1900 2630700 False Page 3 High Devil Canyon 345MW.cof 2000 4336800 False 2100 6713100 False 2200 1E+07 False Tailwater Data - Watana Tailwater Rating Description - Notes - Data from 1985 ammendment to the FERC application Figure B.4.2.3. -DEE 12-11-2008 Flow Elevation 0 1450 8000 1455 27000 1460 53000 1465 92000 1470 140000 1475 160000 1477 Ramp_Curve Data - None Elevation Flow Outlet1 Data - Unlimited Capacity Description - Notes - Elevation Flow 1 100000 Outlet2 Data - No Watana Spillway Description - Notes - Elevation Flow 1500 220000 1510 259600 Outlet3 Data - None Elevation Flow Plant_Options Data - No Watana Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 0 Res_Area Data - Watana Reservoir Area Description - Notes - Data from the 1985 ammendment to the FERC application Figure B.3.2.1. -DEE 12-11-2008 Elevation Area Sedimentation Sed_File 1500 0 False 1600 3333 False Page 4 High Devil Canyon 345MW.cof 1700 6000 False 1800 10000 False 1900 15000 False 2000 21000 False 2100 33333 False 2200 40000 False Evaporation Data - Watana Evaporation Description - BPK 2008-12-16 Notes - Based on information from table B.3.1.11 from the 1985 ammendment to the FERC application. A reservoir area of 40000 acres has been assumed. -DEE. Modified for units of ft per acre per day. iMonth Coeff 5 0.00672 6 0.006667 7 0.006183 8 0.004839 9 0.002778 Operating Setting Conditions, Name - No Watana Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - None IDay Data OrInflow Dependent Target_Elev Data - No Watana Description - Notes - IDay Elevation 1 1500 365 1500 Flood_Elev Data - No Watana Flood Elevation Description - Notes - IDay Elevation 1 1501 365 1501 Min_Elev Data - 1390 Description - Notes - Minimum elevation for filling set 10 feet below minimum reservoir level. -DEE 12-11-2008 IDay Elevation 1 1390 Page 5 High Devil Canyon 345MW.cof 365 1390 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - None IDay UpRampDay UpRampHour DownRampDay DownRampHour Type Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - No Watana Description - Notes - Plant_Generation Data - None Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 6 High Devil Canyon 345MW.cof Scenario Information for Devil Canyon Physical Setting Conditions, Name - High Devil Canyon Description - Notes - Res_Storage Data - High Devil Canyon Reservoir Volume Description - Notes - Elevation Storage Sedimentation Sed_File 1000 0 False 1100 11240 False 1200 63000 False 1300 163600 False 1400 404600 False 1500 946900 False 1600 1893500 False 1700 3332800 False 1725 3789600 False 1750 4284200 False 1775 4821400 False 1800 5600000 False Tailwater Data - High Devil Canyon Tailwater Rating Description - Notes - Flow Elevation 0 1000 9000 1020 26000 1025 60000 1030 119000 1035 200000 1040 Ramp_Curve Data - None Elevation Flow Outlet1 Data - None Elevation Flow Outlet2 Data - High Devil Canyon Spillway Capacity Description - Notes - Elevation Flow 1750 240000 1755 309000 Outlet3 Data - None Page 7 High Devil Canyon 345MW.cof Elevation Flow Plant_Options Data - Devil Canyon Only Description - Notes - Min_Op_Flow Min_Phys_Elev Use_Min_Phys_ Op_Type 0 0 False 1 Res_Area Data - High Devil Canyon Reservoir Area Description - Notes - Elevation Area Sedimentation Sed_File 1200 740 False 1600 11000 False 1750 19000 False 1800 22000 False Evaporation Data - None iMonth Coeff Operating Setting Conditions, Name - High Devil Canyon Description - Notes - MinInst Data - None IDay Data OrInflow Dependent MinDaily Data - Devil Canyon Minimum Environmental Flow Description - Notes - Data based on 1985 ammendment to the FERC application for Susitna environmental flow case E-VI prorated from Gold Creek gauge to Devil Canyon. -DEE 12-11-2008 IDay Data OrInflow Dependent 1 1886 False False 7 1886 False False 14 1886 False False 21 1886 False False 28 1886 False False 35 1886 False False 42 1886 False False 49 1886 False False 56 1886 False False 63 1886 False False 70 1886 False False 77 1886 False False 84 1886 False False 91 1886 False False 98 1886 False False 105 1886 False False 112 1886 False False Page 8 High Devil Canyon 345MW.cof 119 1886 False False 126 3772 False False 133 5658 False False 140 5658 False False 147 5658 False False 154 8487 False False 161 8487 False False 168 8487 False False 175 8487 False False 182 8487 False False 189 8487 False False 196 8487 False False 203 8487 False False 210 8487 False False 217 8487 False False 224 8487 False False 231 8487 False False 238 8487 False False 245 7544 False False 252 6601 False False 259 5658 False False 266 5658 False False 274 5658 False False 281 5658 False False 288 4715 False False 295 3772 False False 302 2829 False False 309 2829 False False 316 2829 False False 323 2829 False False 330 2829 False False 336 1886 False False 344 1886 False False 351 1886 False False 358 1886 False False 365 1886 False False Target_Elev Data - High Devil Canyon Target Elevations Description - Notes - IDay Elevation 1 1702 121 1605 152 1629 182 1672 213 1707 244 1730 274 1743 305 1750 365 1702 Flood_Elev Data - High Devil Canyon Description - Notes - IDay Elevation 1 1751 365 1751 Min_Elev Data - High Devil Canyon Minimum Elevations Page 9 High Devil Canyon 345MW.cof Description - Notes - IDay Elevation 1 1585 365 1585 Level_Fluct Data - None IDay Elevation Hard PercentAbove Level_Rate Data - None IDay Rate Flashboard Data - None Elevation Flow Trip Reset Bypass Data - None IDay Data OrInflow Destination Ramp_Rate Data - Devil Canyon Ramp Rates Description - Notes - Data based on environmental flow case E-VI report. -DEE 12-11-2008 IDay UpRampDay UpRampHour DownRampDay DownRampHour Type 1 12000 500 12000 500 Flow 365 12000 500 12000 500 Flow Withdrawal Data - None IDay Withdrawal Return UseProjected FileName Rec_Flows Data - None IDay Data StartHr EndHr Generating Setting Conditions, Name - High Devil Canyon Description - Notes - Plant_Generation Data - High Devil Canyon Generating Description - Notes - Unit_No Head_Loss_ID Generator_Per Turbine_Perf_ Gate_Leakage 1 14 9 8 0 Page 10 High Devil Canyon 345MW.cof 2 14 9 8 0 3 14 9 8 0 4 14 9 8 0 Head Loss Data, ID = - 14, Name = High Devil Canyon Headloss Description - Notes - Based on Full Watana Headloss Unit_No Unit_HL Common_HL Use_Com2 Max_Unit 1 0.0000016 0 0 4 2 0.0000016 0 0 4 3 0.0000016 0 0 4 4 0.0000016 0 0 4 Turbine Performance, ID = - 8, Name = High Devil Canyon Description - Notes - Based on Full Watana Turbines Head Flow Eff 555 1174.45 0.686 555 1626.16 0.836 555 2348.9 0.906 555 2619.93 0.911 555 2800.62 0.906 555 3252.33 0.876 600 1221.14 0.704 600 1690.81 0.854 600 2442.27 0.924 600 2724.08 0.929 600 2911.94 0.924 600 3381.61 0.894 680 1300 0.72 680 1800 0.87 680 2600 0.94 680 2900 0.945 680 3100 0.94 680 3600 0.91 710 1328.37 0.72 710 1839.28 0.87 710 2656.73 0.94 710 2963.28 0.945 710 3167.64 0.94 710 3678.55 0.91 750 1356.14 0.72 750 1877.73 0.87 750 2712.28 0.94 750 3025.24 0.945 750 3233.87 0.94 750 3755.47 0.91 Generator Performance Data, ID = - 9, Name = High Devil Canyon Generators Description - Notes - gOutput Eff Cap 44 0.9283 230 65 0.95 230 86 0.9608 230 108 0.968 230 130 0.9715 230 Page 11 High Devil Canyon 345MW.cof 143 0.9732 230 156 0.9748 230 165 0.9756 230 174 0.9764 230 200 0.9781 230 219.51 0.9781 230 230 0.9781 230 Maintenance Data - None IDay Unit Min_Unit Data - None Head Flow Eff CenterLine Headloss GeneratorEff OpStyle Page 12 Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 52-year Average 261,793 235,028 256,947 246,585 286,705 382,319 468,485 522,161 466,859 251,263 252,237 260,736 3,891,118 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh MWh 1950 262,252 236,693 261,785 222,815 142,382 267,909 376,852 456,268 269,574 186,506 251,876 261,707 3,196,618 1951 262,605 236,572 261,719 210,397 168,183 336,206 411,904 450,543 521,234 272,545 251,928 260,818 3,644,654 1952 261,727 245,657 261,898 253,301 170,916 354,089 471,034 559,661 506,559 297,953 253,283 259,837 3,895,915 1953 261,736 236,987 262,124 253,409 365,309 405,767 455,277 554,203 531,676 240,618 251,615 261,371 4,080,091 1954 261,576 236,960 262,038 253,398 313,684 379,340 437,741 517,366 520,311 199,420 251,638 260,901 3,894,374 1955 261,717 237,136 261,932 253,330 230,705 360,568 484,690 558,126 520,428 215,236 251,399 261,499 3,896,767 1956 261,774 245,052 262,224 253,334 229,698 405,290 541,189 558,692 541,945 252,902 252,212 260,297 4,064,609 1957 261,749 236,963 262,011 253,482 320,803 398,467 472,176 558,567 541,774 327,674 253,800 259,240 4,146,707 1958 261,636 236,190 262,292 253,666 365,491 393,933 447,018 556,152 381,096 187,499 251,049 261,666 3,857,687 1959 262,028 236,529 262,207 253,370 231,411 378,749 441,847 517,766 514,177 248,581 252,033 260,513 3,859,210 1960 261,738 245,466 261,999 253,435 350,617 318,140 364,574 479,800 541,344 317,029 252,678 259,886 3,906,705 1961 261,808 236,589 261,922 253,821 378,079 412,795 550,642 559,215 508,782 252,058 251,809 260,735 4,188,255 1962 261,667 237,050 262,011 253,449 332,518 431,237 558,171 558,865 522,924 249,294 252,343 260,325 4,179,854 1963 261,707 236,992 262,077 253,428 318,922 403,382 524,271 558,839 511,984 216,074 251,916 261,038 4,060,629 1964 261,685 245,411 262,039 253,361 149,370 453,945 558,984 560,871 435,272 188,884 251,910 260,840 3,882,571 1965 261,717 236,996 262,043 253,387 209,775 380,702 479,684 558,093 541,235 324,099 251,902 261,069 4,020,701 1966 261,629 237,203 261,902 253,264 225,002 395,575 452,055 551,676 505,083 197,404 251,335 261,607 3,853,735 1967 261,800 236,799 262,148 253,418 234,787 394,209 487,611 556,814 522,439 214,310 251,415 261,315 3,937,064 1968 261,619 245,688 261,737 253,426 312,636 404,647 540,740 560,417 419,435 187,848 251,146 261,653 3,960,992 1969 262,266 236,717 261,910 253,299 142,570 263,627 294,520 305,814 224,055 171,790 253,524 262,142 2,932,235 1970 261,708 42,250 178 4,144 141,851 266,143 365,870 454,487 273,059 187,049 250,846 261,745 2,509,329 1971 261,547 236,887 262,130 253,364 148,410 343,115 455,405 556,007 514,614 213,566 251,882 260,452 3,757,380 1972 261,733 245,316 261,760 253,734 372,866 475,096 559,121 559,968 516,479 189,650 251,564 261,399 4,208,686 1973 261,617 236,893 262,075 253,379 151,693 348,244 436,595 456,260 352,268 187,192 251,348 261,731 3,459,294 1974 262,410 236,596 261,794 226,425 176,378 319,541 311,513 336,409 261,657 188,216 251,172 261,667 3,093,777 1975 261,904 236,661 262,183 253,432 242,875 399,323 522,499 560,469 541,759 317,617 252,360 260,932 4,112,012 1976 261,702 245,426 262,131 253,424 250,214 373,830 421,458 449,220 241,601 185,208 252,347 261,729 3,458,291 1977 262,347 236,422 262,094 253,351 178,028 400,793 547,428 559,930 486,911 261,903 253,377 259,497 3,962,079 1978 261,743 236,512 262,060 253,763 367,432 370,193 420,167 390,968 240,568 184,842 252,500 261,727 3,502,475 1979 262,613 236,485 261,781 243,779 156,881 371,263 439,078 558,119 478,015 216,575 253,637 259,439 3,737,664 1980 261,715 244,976 261,922 253,841 361,917 390,958 514,490 559,567 514,067 276,608 253,422 259,650 4,153,132 1981 261,725 236,648 261,937 253,839 376,210 392,266 486,389 555,708 520,455 237,317 253,452 259,733 4,095,680 1982 261,747 236,793 262,008 253,635 357,644 384,819 446,709 494,134 505,618 289,635 252,194 260,441 4,005,376 1983 261,794 236,848 261,923 253,730 364,614 392,833 447,071 529,763 503,848 283,619 253,198 259,740 4,048,981 1984 261,771 245,133 261,955 253,868 362,832 386,501 457,356 557,124 440,328 188,567 251,550 260,743 3,927,727 1985 261,694 237,017 261,871 253,563 293,097 386,816 478,399 558,049 542,491 280,828 252,262 260,509 4,066,596 1986 261,680 237,043 261,925 253,445 329,077 335,834 418,335 399,966 306,637 397,173 253,601 259,640 3,714,357 1987 261,705 236,754 261,909 253,730 362,352 384,072 461,499 559,572 517,435 201,163 252,035 260,943 4,013,169 1988 261,699 245,709 261,816 253,339 355,266 396,491 507,809 560,042 509,196 256,141 252,767 260,117 4,120,392 1989 261,729 236,844 261,758 253,764 365,574 391,236 458,452 558,254 542,346 307,413 253,048 260,008 4,150,425 1990 261,730 236,876 261,775 253,948 393,072 507,319 558,773 558,583 540,240 308,423 251,922 260,728 4,393,389 1991 261,716 237,025 261,953 253,546 231,423 345,392 433,205 456,941 356,092 188,768 251,529 261,097 3,538,685 1992 261,615 245,611 261,765 253,475 227,959 342,967 431,231 509,813 420,244 187,937 250,993 261,641 3,655,250 1993 261,490 237,236 261,790 253,381 362,312 403,411 446,942 496,986 541,406 374,513 253,421 259,539 4,152,428 1994 261,727 236,525 262,060 253,874 376,471 406,024 536,277 560,051 450,093 187,881 250,982 261,607 4,043,571 1995 261,551 237,226 261,806 253,389 367,427 388,014 474,045 559,681 542,104 290,081 252,231 260,757 4,148,312 2002 262,205 236,511 262,040 253,333 179,531 296,936 358,837 465,101 542,050 451,691 253,762 260,327 3,822,323 2003 260,893 236,155 262,353 253,062 374,766 393,575 500,788 558,853 514,404 304,517 252,461 260,305 4,172,132 2004 261,782 245,471 261,997 253,542 388,783 461,874 557,733 560,048 392,846 187,378 251,186 261,747 4,084,387 2005 262,041 236,438 262,247 253,519 370,430 480,816 557,316 558,487 540,252 356,097 252,564 260,487 4,390,692 2006 261,739 237,079 261,922 253,457 342,127 391,116 498,743 556,597 509,266 387,532 253,421 259,515 4,212,513 2007 261,720 236,428 262,320 253,538 386,283 415,207 500,730 559,479 536,996 242,871 252,488 260,212 4,168,273 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Energy Production Estimates High Devil Canyon Development : 345MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52-year Average 7,104 7,129 7,432 7,767 8,750 11,227 13,873 17,878 14,206 6,540 6,723 6,921 Monthly Outflow Volume Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual units ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft ac-ft 1950 445,885 417,915 486,989 457,905 284,237 493,789 635,891 726,333 423,562 291,785 408,958 433,597 5,506,846 1951 449,000 420,846 491,645 430,532 326,181 608,492 693,208 723,423 886,726 423,348 400,486 424,739 6,278,625 1952 434,294 405,675 465,987 476,419 334,665 623,402 759,848 1,201,015 890,327 459,523 397,849 421,118 6,870,122 1953 432,194 402,445 462,723 471,109 678,718 684,313 725,829 958,749 933,400 371,582 401,535 426,874 6,949,472 1954 436,469 408,278 470,816 484,003 602,261 670,562 716,753 923,090 851,760 308,471 401,147 425,031 6,698,640 1955 434,187 404,422 463,536 471,876 445,439 638,450 784,198 1,504,585 906,590 332,917 402,522 428,026 7,216,747 1956 438,789 410,962 475,938 492,481 436,014 683,851 1,310,124 1,422,651 1,076,565 389,967 399,661 422,835 7,959,838 1957 432,721 401,806 460,220 467,026 613,928 680,391 760,513 1,071,448 1,157,228 511,467 396,845 417,376 7,370,970 1958 427,854 393,996 451,719 455,079 678,940 678,255 721,516 1,065,368 598,463 291,683 405,180 430,040 6,598,093 1959 440,933 411,456 476,276 492,639 444,094 670,312 718,849 1,508,115 1,051,730 384,002 400,084 423,602 7,422,093 1960 432,943 402,646 461,241 468,582 667,953 574,086 613,594 764,081 1,135,245 496,305 398,689 421,339 6,836,705 1961 430,746 397,138 453,596 455,257 685,689 692,342 1,036,459 1,301,907 814,591 388,971 400,638 424,413 7,481,747 1962 433,515 403,094 461,454 467,315 637,868 736,158 1,431,082 1,371,119 972,963 384,615 399,319 422,946 8,121,449 1963 424,460 391,510 446,729 448,357 509,881 585,031 709,082 1,455,564 1,243,030 809,042 296,219 415,321 7,734,226 1964 435,906 408,121 470,759 485,171 294,425 772,005 1,356,234 989,706 688,796 291,729 400,302 424,894 7,018,050 1965 435,700 407,557 469,670 481,250 404,287 671,263 781,729 1,146,289 1,088,114 519,531 400,621 425,704 7,231,715 1966 435,379 406,765 466,434 474,496 435,125 678,741 724,192 1,005,215 807,980 305,454 403,182 428,649 6,571,611 1967 438,730 409,667 472,159 484,854 448,850 678,216 854,227 1,980,278 1,065,497 331,373 402,105 426,588 7,992,543 1968 435,090 405,662 462,703 468,418 592,584 683,623 1,025,359 1,034,692 662,725 291,691 404,963 430,568 6,898,078 1969 444,101 416,590 484,821 509,127 284,219 493,789 521,845 521,845 381,388 291,785 441,867 478,599 5,269,975 1970 515,908 121,509 44,897 60,651 284,199 493,789 617,737 725,451 428,939 291,672 404,841 428,240 4,417,833 1971 436,709 408,426 471,075 483,797 292,228 615,046 730,075 1,741,165 939,292 330,150 400,416 423,360 7,271,740 1972 432,280 400,292 456,418 460,846 682,708 784,942 1,320,321 1,158,621 836,714 293,328 401,688 426,990 7,655,147 1973 436,826 408,410 470,571 483,148 295,742 618,410 716,185 726,257 549,286 291,674 406,840 431,911 5,835,260 1974 446,047 418,041 487,307 459,427 347,401 578,979 528,544 542,878 411,049 291,701 404,234 429,327 5,344,936 1975 439,674 410,228 472,979 484,564 465,378 680,819 1,000,750 1,075,292 938,730 495,793 399,357 425,253 7,288,817 1976 436,054 408,404 471,030 483,819 483,112 667,633 706,041 717,715 381,556 291,785 410,863 432,808 5,890,819 1977 444,659 414,076 478,807 494,354 345,969 681,369 924,397 1,159,676 768,509 404,119 397,525 419,674 6,933,135 1978 429,812 396,458 453,228 456,423 680,008 665,844 707,799 631,001 381,416 291,785 411,533 434,277 5,939,581 1979 448,866 419,300 487,638 493,087 312,665 666,266 717,297 953,447 752,890 334,350 397,159 418,689 6,401,653 1980 429,507 396,972 454,125 458,704 677,047 676,504 1,172,835 1,238,289 826,028 426,463 397,713 420,247 7,574,434 1981 430,954 397,602 454,279 457,922 684,691 677,614 996,519 2,272,759 880,213 366,391 397,416 420,678 8,437,038 1982 431,355 399,479 457,406 462,264 674,738 673,426 721,305 784,266 914,264 449,702 399,705 423,331 6,791,240 1983 432,289 399,953 456,377 460,793 678,428 677,737 721,597 1,040,519 868,135 437,674 397,781 420,813 6,992,096 1984 430,898 398,201 454,314 457,556 677,532 674,231 735,521 1,016,826 696,190 291,714 401,250 424,415 6,658,649 1985 433,324 402,539 459,979 464,624 560,539 674,472 776,770 1,009,099 943,508 432,705 399,572 423,610 6,980,741 1986 433,312 402,952 461,087 467,698 631,199 609,251 704,743 644,878 481,063 637,203 397,182 420,165 6,290,731 1987 430,923 399,002 456,260 460,795 677,251 673,158 750,531 1,209,195 883,869 310,857 400,272 425,234 7,077,347 1988 434,920 406,189 464,723 472,380 673,308 679,401 826,528 1,130,910 902,583 395,855 398,518 422,207 7,207,523 1989 432,020 399,986 456,351 460,518 678,944 676,775 736,076 1,105,892 922,536 476,679 397,916 421,829 7,165,522 1990 432,054 400,467 457,027 459,786 693,440 973,948 1,387,135 1,430,171 1,547,194 483,189 400,406 424,377 9,089,194 1991 433,452 402,589 459,976 465,305 446,023 622,044 714,413 726,671 558,474 291,721 401,621 425,742 5,948,029 1992 434,276 404,561 461,646 466,518 439,143 618,678 713,364 823,004 661,054 291,695 403,602 427,862 6,145,401 1993 436,088 407,072 465,391 472,264 677,089 683,251 721,539 794,652 1,157,049 583,386 397,525 419,899 7,215,206 1994 429,974 396,514 453,318 455,984 684,905 684,376 885,011 981,366 718,251 291,686 403,581 427,719 6,812,685 1995 436,036 406,922 465,192 471,154 679,899 675,148 765,791 941,734 1,091,278 453,539 399,725 424,562 7,210,980 2002 444,857 414,809 479,815 497,315 350,861 541,312 607,394 749,478 1,028,457 741,458 411,538 415,878 6,683,172 2003 425,026 391,100 444,839 444,616 684,109 677,986 1,131,186 1,410,082 971,128 469,748 399,110 422,873 7,871,805 2004 432,905 402,731 461,400 467,090 691,158 761,351 1,081,859 1,157,064 621,992 291,681 405,943 430,345 7,205,518 2005 440,982 411,129 475,566 489,217 681,171 992,432 1,729,233 1,445,442 1,467,722 575,460 398,807 423,553 9,530,713 2006 433,654 403,505 461,644 467,567 649,575 676,752 813,264 1,969,315 867,560 645,299 397,431 419,759 8,205,325 2007 429,679 395,526 451,637 452,221 690,098 689,317 814,363 1,173,707 923,227 374,689 399,088 422,535 7,216,087 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Outflow High Devil Canyon Development : 345MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: Summary Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 52-year Average 1,704 1,683 1,659 1,632 1,626 1,675 1,721 1,742 1,745 1,744 1,738 1,723 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec units ft ft ft ft ft ft ft ft ft ft ft ft 1950 1,689 1,662 1,634 1,601 1,599 1,641 1,689 1,727 1,735 1,737 1,728 1,709 1951 1,685 1,658 1,629 1,596 1,611 1,653 1,692 1,721 1,748 1,747 1,740 1,725 1952 1,707 1,684 1,658 1,628 1,611 1,664 1,727 1,751 1,749 1,747 1,744 1,730 1953 1,712 1,689 1,663 1,634 1,638 1,691 1,726 1,747 1,750 1,746 1,738 1,722 1954 1,703 1,679 1,652 1,622 1,620 1,665 1,708 1,742 1,749 1,744 1,739 1,725 1955 1,707 1,686 1,661 1,633 1,617 1,662 1,730 1,751 1,749 1,745 1,737 1,720 1956 1,699 1,673 1,646 1,616 1,620 1,691 1,744 1,751 1,751 1,747 1,741 1,728 1957 1,711 1,691 1,666 1,638 1,622 1,684 1,728 1,749 1,751 1,748 1,745 1,735 1958 1,721 1,703 1,679 1,653 1,637 1,680 1,718 1,750 1,742 1,740 1,733 1,716 1959 1,696 1,672 1,646 1,616 1,615 1,664 1,713 1,745 1,749 1,746 1,741 1,727 1960 1,710 1,689 1,664 1,637 1,625 1,653 1,691 1,735 1,750 1,748 1,743 1,730 1961 1,715 1,698 1,675 1,653 1,650 1,696 1,743 1,751 1,748 1,746 1,740 1,726 1962 1,709 1,688 1,664 1,638 1,621 1,695 1,751 1,751 1,750 1,746 1,742 1,728 1963 1,726 1,709 1,688 1,661 1,632 1,631 1,695 1,745 1,751 1,748 1,746 1,738 1964 1,704 1,679 1,652 1,622 1,607 1,708 1,751 1,751 1,745 1,745 1,740 1,725 1965 1,705 1,680 1,653 1,625 1,616 1,666 1,725 1,749 1,750 1,748 1,740 1,724 1966 1,705 1,682 1,657 1,630 1,616 1,682 1,723 1,748 1,748 1,744 1,736 1,719 1967 1,699 1,676 1,650 1,622 1,618 1,680 1,731 1,751 1,750 1,745 1,738 1,723 1968 1,705 1,684 1,662 1,637 1,626 1,691 1,743 1,751 1,745 1,741 1,733 1,715 1969 1,692 1,664 1,636 1,605 1,600 1,632 1,662 1,683 1,684 1,684 1,671 1,643 1970 1,612 1,586 1,585 1,585 1,598 1,637 1,688 1,725 1,736 1,739 1,734 1,720 1971 1,702 1,678 1,652 1,622 1,608 1,654 1,724 1,749 1,749 1,745 1,740 1,727 1972 1,711 1,693 1,671 1,646 1,646 1,723 1,751 1,751 1,749 1,744 1,738 1,722 1973 1,702 1,679 1,652 1,623 1,612 1,660 1,707 1,727 1,740 1,739 1,731 1,712 1974 1,689 1,662 1,633 1,600 1,602 1,651 1,687 1,717 1,736 1,743 1,735 1,718 1975 1,698 1,675 1,649 1,622 1,618 1,685 1,740 1,751 1,750 1,748 1,741 1,724 1976 1,704 1,679 1,652 1,623 1,617 1,659 1,695 1,725 1,731 1,732 1,725 1,710 1977 1,691 1,668 1,643 1,615 1,610 1,687 1,742 1,751 1,747 1,747 1,744 1,732 1978 1,717 1,699 1,676 1,651 1,639 1,655 1,692 1,718 1,729 1,731 1,724 1,707 1979 1,685 1,660 1,633 1,602 1,598 1,657 1,711 1,749 1,746 1,746 1,745 1,734 1980 1,717 1,698 1,675 1,649 1,634 1,677 1,738 1,751 1,748 1,747 1,744 1,731 1981 1,714 1,697 1,674 1,649 1,648 1,678 1,725 1,751 1,749 1,747 1,745 1,731 1982 1,713 1,694 1,670 1,644 1,630 1,670 1,718 1,742 1,748 1,747 1,741 1,727 1983 1,712 1,694 1,671 1,646 1,637 1,678 1,718 1,745 1,749 1,747 1,744 1,731 1984 1,714 1,696 1,674 1,650 1,635 1,672 1,723 1,748 1,745 1,744 1,739 1,726 1985 1,709 1,689 1,666 1,641 1,622 1,673 1,727 1,749 1,751 1,747 1,741 1,727 1986 1,709 1,689 1,664 1,638 1,621 1,651 1,692 1,719 1,736 1,748 1,745 1,731 1987 1,714 1,695 1,671 1,646 1,634 1,670 1,720 1,751 1,749 1,745 1,740 1,724 1988 1,706 1,684 1,659 1,633 1,628 1,682 1,735 1,751 1,749 1,746 1,743 1,729 1989 1,712 1,693 1,671 1,646 1,637 1,677 1,724 1,749 1,750 1,748 1,744 1,729 1990 1,712 1,693 1,670 1,647 1,666 1,736 1,751 1,751 1,751 1,748 1,740 1,726 1991 1,709 1,689 1,666 1,640 1,618 1,653 1,704 1,728 1,737 1,745 1,738 1,724 1992 1,707 1,686 1,663 1,639 1,618 1,652 1,703 1,740 1,744 1,742 1,736 1,721 1993 1,703 1,682 1,658 1,633 1,635 1,689 1,717 1,740 1,751 1,749 1,744 1,732 1994 1,716 1,699 1,676 1,652 1,649 1,692 1,738 1,750 1,746 1,742 1,736 1,721 1995 1,703 1,682 1,658 1,634 1,640 1,674 1,727 1,750 1,751 1,747 1,741 1,725 2002 1,690 1,667 1,641 1,613 1,607 1,648 1,688 1,729 1,751 1,749 1,749 1,740 2003 1,725 1,709 1,691 1,666 1,646 1,679 1,734 1,751 1,749 1,747 1,742 1,728 2004 1,710 1,689 1,664 1,638 1,662 1,720 1,749 1,751 1,744 1,740 1,732 1,716 2005 1,696 1,672 1,647 1,619 1,644 1,727 1,751 1,751 1,751 1,749 1,742 1,727 2006 1,709 1,688 1,664 1,638 1,626 1,677 1,731 1,751 1,749 1,749 1,744 1,732 2007 1,717 1,701 1,680 1,656 1,659 1,700 1,733 1,751 1,750 1,746 1,742 1,728 Reviewed By: HDR/AEA Susitna Hydroelectric Project CHEOPS Monthly Average Reservoir Elevation High Devil Canyon Development : 345MW November-April Demand By: HDR By: David Elwood, EIT Date: 9/30/09 Checked By: HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 Final Draft Appendix B: Detailed Cost Estimates For the purposes of this submittal, the appendices have been attached as PDFs. FERC Line # Line Item Name330 Land and Land Rights331 Power Plant Structure Improvements332 Reservoir, Dams and Waterways333 Waterwheels, Turbines and Generators334 Accessory Electrical Equipment335 Misc Power Plant Equipment336 Roads, Rails and Air Facilities 350‐390 Transmission Features399 Other Tangible Property63 Main Construction CampSusitna Hydroelectric ProjectCost Estimates for Alternate Project Configurations By: HDRBy: Leanne Andruszkiewicz, E.I.T.Checked By: Kellen Roberts, E.I.T.Quantities and pricing were adjusted based on plant capacities and experience with similar projects.PH sizes & costs are based on the # of T‐G units used in each alt. configuration w/Lwr Low Watana PH being 1/2 the size of the Full Watana PH, Low Watana (Non‐Exp) being 2/3 of the Full Watana PH size & Low Watana (Exp) having the same size PH as Full Watana PH.Estimates for each alternate configuration are based on the 1985 conveyance scheme. Lwr. Low Watana and Low Watana Non‐Exp. are based on the Stage 1 scheme from 1985 (2 headrace features, 4 penstocks and 1 tailrace tunnel).The Low Watana Exp. and Full Watana estimates are based on the 1985 Stage 3 configuration (3 headraces, 6 penstocks and 2 tailrace tunnels). Quantities and costs for the Full Watana, and Low Watana Exp alternatives are based on the 1985 volumes. Lower Low Watana and Low Watana Non‐exp quantities are based on calculated volume estimates. Vendor prices were obtained for the largest size turbine‐generator units, and the smaller T‐G units were accordingly estimated on a dollars per kW basis with Lower Low Watana having 3 units est. at $71 M each, Low Watana (Exp and Non‐Exp) having 4 units est. at $74 M each, and Full Watana having 6 units est. at $79 M each. Quantities and pricing were adjusted based on plant capacities and experience with similar projects.Transmission features were estimated by others for the smallest capacity project, and in turn were scaled up accordingly for the larger alternatives.This cost category applies to general construction equipment. These costs were assumed to be the same all Watana Project alternatives. The road cost estimate reflects access coming from the north via the Denali Highway. Unit prices for roads were based on recent Alaska D.O.T prices for upgraded, new and construction roads. Quantities and pricing for items other than actual roads mirror the 1982 Acres estimate. Additional maintenance costs were added to the largest project configuration.This cost is based upon an assumed 750 man work force for the Lower Low Watana project. Adjustments for increased camp maintenance costs & additional personnel have been added to each larger alternative.Date: 10/16/2009Summary of Key Assumptions Used for Estimating PurposesNotesReviewed By: Ken Fonnesbeck, P.E.By: HDR1 of 2 Summary of Assumptions Lower Low Watana Non‐ Expandable Low Watana Expandable Low Watana Full WatanaFlow (cfs) 10700 14500 14500 22300Number of Units 3 4 4 6Unit Size (MW) 125 150 150 200Plant Nameplate Capacity (MW)375 600 600 1200# of Headraces 1 2 3 3Headrace Diameter (ft) 24 24 24 24Headrace Velocity (ft/s) 23 16 16 15# of Penstocks 3 4 6 6Concrete Lined Penstock Diameter (ft)18 18 18 18SteelPenstock Diameter (ft)15 15 15 15Concrete Lined Penstock Velocity (ft/s)14 14 14 14SteelPenstock Velocity (ft/s)20 20 20 20# of Tailrace Tunnels 1 1 2 2Tailrace Diameter (ft) 34 34 34 34Tailrace Velocity (ft/s) 12 16 16 12Water Conveyance Summary TableBy: HDR2 of 2 Summary of Assumptions Line Item Name Lower Low WatanaLow Watana Non-ExpandableLow WatanaExpandableFull WatanaWatana-Devil CanyonStaged DevelopmentDevil CanyonTotal Estimated Const. Costs (Billions $)4.1$ 4.5$ 4.9$ 6.4$ 9.6$ 10.0$ 3.6$ FERC Line # Line Item Name Lower Low WatanaLow Watana Non-ExpandableLow WatanaExpandableFull WatanaWatana-Devil CanyonStaged DevelopmentDevil Canyon71A Engineering, Env, and Regulatory (7%) 213,000,000$ 236,000,000$ 259,000,000$ 338,000,000$ 501,000,000$ 528,000,000$ 191,000,000$ Subtotal 213,000,000$ 236,000,000$ 259,000,000$ 338,000,000$ 501,000,000$ 528,000,000$ 191,000,000$ Contingency (20%) 43,000,000$ 47,000,000$ 52,000,000$ 68,000,000$ 100,000,000$ 106,000,000$ 38,000,000$ Total 256,000,000$ 283,000,000$ 311,000,000$ 406,000,000$ 601,000,000$ 634,000,000$ 229,000,000$ 330 Land and Land Rights 121,000,000$ 121,000,000$ 121,000,000$ 121,000,000$ 173,000,000$ 173,000,000$ 52,000,000$ 331 Power Plant Structure Improvements 93,000,000$ 115,000,000$ 159,000,000$ 159,000,000$ 324,000,000$ 325,000,000$ 165,000,000$ 332.1-.4 Reservoir, Dams and tunnels 1,415,000,000$ 1,537,690,000$ 1,718,000,000$ 2,424,000,000$ 3,324,000,000$ 3,485,000,000$ 900,000,000$ 332.5-.9 Waterways 590,000,000$ 590,000,000$ 677,000,000$ 677,000,000$ 1,093,000,000$ 1,191,000,000$ 415,000,000$ 333 Waterwheels, Turbines and Generators 213,000,000$ 297,000,000$ 297,000,000$ 475,000,000$ 770,000,000$ 834,000,000$ 295,000,000$ 334 Accessory Electrical Equipment 29,000,000$ 41,000,000$ 41,000,000$ 72,000,000$ 110,000,000$ 119,000,000$ 38,000,000$ 335 Misc Power Plant Equipment 17,000,000$ 21,000,000$ 32,000,000$ 32,000,000$ 61,000,000$ 61,000,000$ 29,000,000$ 336 Roads, Rails and Air Facilities 232,000,000$ 232,000,000$ 232,000,000$ 280,000,000$ 388,000,000$ 394,000,000$ 535,000,000$ -$ -$ -$ -$ Subtotal 2,710,000,000$ 2,954,690,000$ 3,277,000,000$ 4,240,000,000$ 6,243,000,000$ 6,582,000,000$ 2,429,000,000$ Contingency (20%) 542,000,000$ 591,000,000$ 655,000,000$ 848,000,000$ 1,249,000,000$ 1,316,000,000$ 486,000,000$ Total 3,252,000,000$ 3,545,690,000$ 3,932,000,000$ 5,088,000,000$ 7,492,000,000$ 7,898,000,000$ 2,915,000,000$ 350-390 Transmission Features 177,000,000$ 224,000,000$ 224,000,000$ 353,000,000$ 481,000,000.00$ 481,000,000$ 99,000,000$ Subtotal 177,000,000$ 224,000,000$ 224,000,000$ 353,000,000$ 481,000,000$ 481,000,000$ 99,000,000$ Contingency (20%) 35,000,000$ 45,000,000$ 45,000,000$ 71,000,000$ 96,000,000$ 96,000,000$ 20,000,000$ Total 212,000,000$ 269,000,000$ 269,000,000$ 424,000,000$ 577,000,000$ 577,000,000$ 119,000,000$ By: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.Reviewed By: Ken Fonnesbeck, P.E.Date: 10/16/2009 Susitna Hydroelectric ProjectCost Estimates for Alternate Project Configurations Cost Estimates based on 1982 Quantities escalated to 2008 DollarsRevision EBy: HDR|DTABy: HDR1 of 2Watana Scenario Summary Page General Plant389 Land and Land Rights -$ -$ -$ -$ -$ -$ -$ 390 Structures and Improvements -$ -$ -$ -$ -$ -$ -$ 391 Office Furniture and Equipment -$ -$ -$ -$ -$ -$ -$ 392 Transportation Equipment -$ -$ -$ -$ -$ -$ -$ 393 Stores Equipment -$ -$ -$ -$ -$ -$ -$ 394 Tools Shop and Garage Equipment -$ -$ -$ -$ -$ -$ -$ 395 Laboratory Equipment -$ -$ -$ -$ -$ -$ -$ 396 Power-Operated Equipment -$ -$ -$ -$ -$ -$ -$ 397 Communications Equipment -$ -$ -$ -$ -$ -$ -$ 398 Miscellaneous Equipment -$ -$ -$ -$ -$ -$ -$ 399 Other Tangible Property 12,000,000$ 16,000,000$ 16,000,000$ 20,000,000$ 3600000042,000,000$ 16,000,000$ Subtotal 12,000,000$ 16,000,000$ 16,000,000$ 20,000,000$ 36,000,000$ 42,000,000$ 16,000,000$ Contingency (20%) 2,000,000$ 3,000,000$ 3,000,000$ 4,000,000$ 7,000,000$ 8,000,000$ 3,000,000$ Total 14,000,000$ 19,000,000$ 19,000,000$ 24,000,000$ 43,000,000$ 50,000,000$ 19,000,000$ Indirect Costs61 Temporary Construction Facilities -$ -$ -$ -$ 0-$ -$ 62 Construction Equipment -$ -$ -$ -$ 0-$ -$ 63 Main Construction Camp 150,000,000$ 180,000,000$ 180,000,000$ 210,000,000$ 390,000,000$ 440,000,000$ 180,000,000$ 64 Labor Expense -$ -$ -$ -$ 0-$ -$ 65 Superintendence -$ -$ -$ -$ 0-$ -$ 66 Insurance -$ -$ -$ -$ 0-$ -$ 68 Mitigation -$ -$ -$ -$ 0-$ -$ 69 Fees -$ -$ -$ -$ 0-$ -$ Subtotal 150,000,000$ 180,000,000$ 180,000,000$ 210,000,000$ 390,000,000$ 440,000,000$ 180,000,000$ Contingency (20%) 30,000,000$ 36,000,000$ 36,000,000$ 42,000,000$ 78,000,000$ 88,000,000$ 36,000,000$ Total 180,000,000$ 216,000,000$ 216,000,000$ 252,000,000$ 468,000,000$ 528,000,000$ 216,000,000$ 71BConstruction Management (4%)122,000,000$ 135,000,000$ 148,000,000$ 193,000,000$ 286,000,000$ 302,000,000$ 109,000,000$ 72 Legal Expenses75 Taxes76 Administrative & Gen. Expenses77 Interest80 Earnings/Expenses During ConstructionSubtotal 122,000,000$ 135,000,000$ 148,000,000$ 193,000,000$ 286,000,000$ 302,000,000$ 109,000,000$ Contingency (20%) 24,000,000$ 27,000,000$ 30,000,000$ 39,000,000$ 57,000,000$ 60,000,000$ 22,000,000$ Total 146,000,000$ 162,000,000$ 178,000,000$ 232,000,000$ 343,000,000$ 362,000,000$ 131,000,000$ Total Subtotal 3,384,000,000$ 3,745,690,000$ 4,104,000,000$ 5,354,000,000$ 7,937,000,000$ 8,375,000,000$ 3,024,000,000$ Total Contingency 676,000,000$ 749,000,000$ 821,000,000$ 1,072,000,000$ 1,587,000,000$ 1,674,000,000$ 605,000,000$ Total (Millions of Dollars)4,100$ 4,500$ 4,900$ 6,400$ 9,600$ 10,000$ 3,600$ By: HDR2 of 2Watana Scenario Summary Page FERC Line # Sub CategoriesQuantity Units 2008 Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000$ 120,870,000$ 0.2 Land Rights-$ 0.3 Misc Charges in Credit Above-$ -$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 61,250 CY 90$ 5,520,000$ Draft Tube Rock 12,600 CY 90$ 1,140,000$ 0.113 Surface Preparation/ Grouting-$ Powerhouse 49,500 SF 3$ 160,000$ Draft Tube 38,250 SF 3$ 130,000$ Grout Curtain- Drill holes 21,900 LF 28$ 610,000$ Grout Curtain- Cement 8,750 CF 81$ 710,000$ 0.114 Concrete and Shot Crete-$ Powerhouse Concrete 16,300 CY 693$ 11,290,000$ Powerhouse Concrete Overbreak 1,200 CY 447$ 540,000$ Powerhouse Reinforcing Steel 815 TON 2,858$ 2,330,000$ Powerhouse 4" Shotcrete 20,500 SF 10$ 210,000$ Draft Tube Concrete 6,000 CY 693$ 4,160,000$ Draft Tube Concrete Overbreak 1,250 CY 447$ 560,000$ Draft Tube Reinforcing Steel 495 TON 2,858$ 1,410,000$ Draft Tube 2" Shotcrete 3,050 SF 5$ 20,000$ 0.115 Support and Anchors-$ Powerhouse Rockbolts 1" @ 25' Hy 485 EA 1,235$ 600,000$ Powerhouse Rockbolts 1" @ 15' 985 EA 736$ 720,000$ Powerhouse Steel Mesh 22,300 SF 6$ 130,000$ Powerhouse Steel Support 69 TON 12,672$ 870,000$ Draft Tube Rockbolts 1" @ 25' Hy 75 EA 1,235$ 90,000$ Draft Tube Rockbolts 1" @ 12' 195 EA 528$ 100,000$ Draft Tube Rockbolts 1" @ 9' 95 EA 432$ 40,000$ Draft Tube Steel Mesh 9,450 SF 7$ 60,000$ 0.117 Holes (U/S of Powerhouse) 7,500 LF 51$ 380,000$ Holes (Powerhouse Crown) 14,250 LF 51$ 730,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 3 SETS 427,880$ 1,280,000$ Draft Tube Gate Guides 3 SETS 202,680$ 610,000$ Draft Tube Crane 1 LS 1,140,000$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 25,125 CY 97$ 2,450,000$ Transformer Gallery Tunnel 8,875 CY 97$ 860,000$ Grouting Gallery Tunnel 950 CY 396$ 380,000$ Surge Chamber Access Tunnel 3,625 CY 145$ 530,000$ Penstock Access Tunnel 30,750 CY 145$ 4,470,000$ Penstock Elbow Access Tunnel 7,500 CY 145$ 1,090,000$ Lower Low Watana (3 Turbines)DescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates based on 1982 quantitiesBy: HDRBy: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.2008 DollarsDate: 10/15/2009By: HDRPage 1 of 12Lower Low Watana Access Shaft Tunnel 650 CY 145$ 90,000$ Connector Tunnel 950 CY 379$ 360,000$ Portals Overburden 3,000 CY 17$ 50,000$ Portals Rock 1,500 CY 49$ 70,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 26,550 SF 2$ 60,000$ Penstock Access Slab 32,600 SF 2$ 70,000$ Horizontal Portal 100 SF 2$ -$ Inclined Portal 1,050 SF 3$ -$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 15 CY 406$ 10,000$ Concrete Walls 285 CY 406$ 120,000$ Concrete Overbreak 25 CY 368$ 10,000$ Reinforcing Steel 20 TON 2,888$ 60,000$ Tunnels-$ Concrete Slab Main Tunnel 975 CY 504$ 490,000$ Concrete Plugs Penstock Elbow ACC 7,500 CY 756$ 5,670,000$ Concrete Overbreak Main Tunnel 6" 500 CY 346$ 170,000$ Reinforcing Steel 35 TON 2,888$ 100,000$ 2 " Shotcrete Main Tunnel 10,050 SF 5$ 50,000$ 2 " Shotcrete Transformer Gal 3,550 SF 5$ 20,000$ 2 " Shotcrete Surge Chamber Acc 1,950 SF 5$ 10,000$ 2 " Shotcrete Penstock Access 12,350 SF 5$ 60,000$ 2 " Shotcrete Penstock Elbow Acc 3,550 SF 5$ 20,000$ 2 " Shotcrete Access Shaft 150 SF 5$ -$ 2 " Shotcrete Grout Gallery 400 SF 5$ -$ 2 " Shotcrete Connector Tunnel 400 SF 5$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 600 EA 528$ 320,000$ Rockbolts 1" @ 9' 125 EA 432$ 50,000$ Steel Mesh 31,500 SF 6$ 200,000$ Steel Support 33 TON 12,801$ 420,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 25 EA 736$ 20,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 205 EA 528$ 110,000$ Rockbolts 1" @ 9' 35 EA 432$ 20,000$ Steel Mesh 11,250 SF 6$ 70,000$ Steel Support 12 TON 12,801$ 150,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 80 EA 327$ 30,000$ Steel Mesh 80 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 115 EA 528$ 60,000$ Rockbolts 1" @ 9' 25 EA 432$ 10,000$ Steel Mesh 6,025 SF 6$ 40,000$ Steel Support 7 TON 12,801$ 90,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 715 EA 528$ 380,000$ Rockbolts 1" @ 9' 120 EA 432$ 50,000$ Steel Mesh 38,750 SF 6$ 250,000$ Steel Support 29 TON 12,801$ 370,000$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 210 EA 528$ 110,000$ Rockbolts 1" @ 9' 60 EA 432$ 30,000$ Steel Mesh 11,250 SF 6$ 70,000$ Steel Support 15 TON 12,801$ 190,000$ Access Shaft Tunnel-$ By: HDRPage 2 of 12Lower Low Watana Rockbolts 1" @12' 10 EA 528$ 10,000$ Rockbolts 1" @ 9' 10 EA 432$ -$ Steel Mesh 465 SF 6$ -$ Steel Support 4 TON 12,801$ 50,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 80 EA 327$ 30,000$ Steel Mesh 80 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,372$ 320,000$ 0.12c Mechanical Ventilation System -$ 0.13 Access Shaft-$ 0.131 Excavation Rock 6,850 CY 228$ 1,560,000$ 0.133 Surface Preparation Shaft 32,000 SF 3$ 110,000$ 0.134 Concrete and Shot Crete 0 -$ Concrete Lining 1,675 CY 945$ 1,580,000$ Concrete Overbreak 6" 610 CY 551$ 340,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 525 EA 327$ 170,000$ 0.138 Structural Misc Steelwork 25 TON 7,395$ 180,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation575 CY 589$ 340,000$ 0.143 Surface Preparation 1,400 SF 2$ -$ 0.144 Concrete & Shotcrete-$ Concrete 125 CY 964$ 120,000$ Concrete Overbreak 6" 23 CY 406$ 10,000$ Reinforcing Steel 5 TON 2,858$ 10,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 13 EA 528$ 10,000$ Rockbolts 1" @ 9' 5 EA 432$ -$ Steel Mesh 600 SF 6$ -$ Steel Support 2 TON 12,672$ 30,000$ 0.148 Misc Steelwork1 LS 73,298$ 70,000$ 0.14c Mechanical Piping/Valves -$ 0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 1,350 CY 214$ 290,000$ Rock Inclined 650 CY 601$ 390,000$ 0.153 Surface Preparation- Tunnels 3,550 SF 3$ 10,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 175 CY 819$ 140,000$ Concrete Overbreak 12" 125 CY 472$ 60,000$ Reinforcing Steel 9 TON 2,858$ 30,000$ 2" Shotcrete 1,100 SF 5$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 30 EA 1,235$ 40,000$ Rockbolts 1" @ 12' 70 EA 528$ 40,000$ Rockbolts 1" @ 9' 25 EA 432$ 10,000$ Steel Mesh 3,400 SF 6$ 20,000$ Steel Support 6 TON 12,672$ 70,000$ 0.16 Transformer Gallery Tunnel-$ 0.161 Excavation- Rock 13,400 CY 87$ 1,170,000$ 0.163 Surface Preparation 12,300 SF 2$ 30,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 1,200 CY 1,228$ 1,470,000$ Concrete Overbreak 12"H/6"V 385 CY 378$ 150,000$ Reinforcing Steel 60 TON 2,858$ 170,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 300 EA 1,235$ 370,000$ Rockbolts 1" @ 15' 135 EA 736$ 100,000$ By: HDRPage 3 of 12Lower Low Watana Steel Mesh 10,350 SF 6$ 60,000$ Steel Support 15 TON 12,672$ 180,000$ 0.167 Drainage Holes 4,150 LF 48$ 200,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 1,700 CY 601$ 1,020,000$ 0.173 Surface Preparation Shafts 20,700 SF 3$ 70,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 520 CY 1,764$ 920,000$ Concrete Overbreak 6" 400 CY 882$ 350,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 325 EA 327$ 110,000$ 0.178 Structural Misc Steelwork 9 TON 15,602$ 140,000$ 0.179 Architectural- Enclosures 1 LS 199,317$ 200,000$ 0.17c Mechanical Hoist 2 EA 476,960$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,799$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation1 LS 1,714,814$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085$ 4,430,000$ 0.3 Permanent Town-$ 93,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 18,000 ACRE 3,006$ 54,110,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92$ 20,400,000$ Lower Tunnel-$ Rock 208,000 CY 92$ 19,200,000$ Excavate Concrete for Plug 700 CY 97$ 70,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49$ 550,000$ Upstream Lower Portal (Including Most Exc for Upper Portal)-$ Rock Usable 108,000 CY 49$ 5,310,000$ Rock Waste 21,750 CY 49$ 1,070,000$ Downstream Portals-$ Overburden 17,000 CY 17$ 290,000$ Rock Usable 120,000 CY 49$ 5,900,000$ Rock Waste 28,000 CY 49$ 1,380,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 102$ 180,000$ Gate Chamber 4,700 CY 111$ 520,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97$ 1,860,000$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 12$ 270,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2$ 10,000$ Inclined 8,600 SF 3$ 30,000$ Upstream Lower Portal -$ Horizontal 1,300 SF 2$ -$ Inclined 14,900 SF 3$ 50,000$ Downstream Upper Portal-$ Horizontal 6,100 SF 2$ 10,000$ Inclined 20,500 SF 3$ 70,000$ Downstream Lower Portal-$ Horizontal 600 SF 2$ -$ Inclined 5,600 SF 3$ 20,000$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 27$ 110,000$ By: HDRPage 4 of 12Lower Low Watana Cement 820 CF 81$ 70,000$ Grout Lower Tunnel Permanent Plugs-$ Drill Holes 2,050 LF 27$ 50,000$ Cement 410 CF 81$ 30,000$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 567$ 24,040,000$ Concrete Lining Overbreak 6" 10,200 CY 315$ 3,210,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 56,000 SF 5$ 290,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 567$ 21,320,000$ Concrete Lining for Plug 6,200 CY 428$ 2,660,000$ Concrete Lining Overbreak 6" 10,000 CY 315$ 3,150,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 57,900 SF 5$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 652$ 2,090,000$ Concrete Lining 1,300 CY 652$ 850,000$ Concrete Slab 750 CY 652$ 490,000$ Concrete Piers 800 CY 652$ 520,000$ Concrete Overbreak 12" H/6"V 300 CY 472$ 140,000$ Reinforcing Steel 400 TON 2,888$ 1,160,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 652$ 2,930,000$ Concrete Lining 3,000 CY 652$ 1,960,000$ Concrete Slab 300 CY 652$ 200,000$ Concrete Piers 700 CY 652$ 460,000$ Concrete Overbreak 12" H/6"V 350 CY 472$ 170,000$ Reinforcing Steel 600 TON 2,888$ 1,730,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 652$ 330,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 100 CY 472$ 50,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 652$ 1,630,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 150 CY 472$ 70,000$ Reinforcing Steel 170 TON 2,888$ 490,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 652$ 520,000$ Concrete Walls 2,300 CY 652$ 1,500,000$ Concrete Invert 1,200 CY 652$ 780,000$ Concrete Overbreak 12" H/6"V 410 CY 42$ 20,000$ Reinforcing Steel 280 TON 2,888$ 810,000$ Downstream Retaining Wall-$ Concrete Slab 200 CY 652$ 130,000$ Concrete Walls 2,000 CY 652$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472$ 50,000$ Reinforcing Steel 90 TON 2,888$ 260,000$ Emergency Release Chambers-$ Concrete Plug 15,300 CY 756$ 11,560,000$ 4" Shotcrete 2,790 SF 10$ 30,000$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5$ 70,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ Rockbolts 1" @ 12' 3,650 EA 528$ 1,930,000$ Rockbolts 1" @ 9' 620 EA 432$ 270,000$ Steel Mesh 217,100 SF 6$ 1,380,000$ By: HDRPage 5 of 12Lower Low Watana Steel Support 220 TON 12,801$ 2,820,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528$ 1,870,000$ Rockbolts 1" @ 9' 600 EA 432$ 260,000$ Steel Mesh 210,200 SF 6$ 1,340,000$ Steel Support 213 TON 12,801$ 2,730,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 736$ 180,000$ Anchors 1" @ 25' 290 EA 1,235$ 360,000$ Upstream Upper Portal -$ Rockbolts 1" @ 15'-$ Anchors 1" @ 25' 130 EA 736$ 100,000$ Downstream Lower Portal-$ Rockbolts 1" @ 15' 200 EA 736$ 150,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 736$ 70,000$ Retaining Wall Anchors 1" @25' 100 EA 1,235$ 120,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,235$ 120,000$ Rockbolts 1" @ 15' 125 EA 736$ 90,000$ Steel Mesh 3,600 SF 6$ 20,000$ Steel Support 14 TON 12,801$ 180,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342$ 10,000$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528$ 410,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 39,900 SF 6$ 250,000$ Steel Support 55 TON 12,801$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 94$ 260,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120$ 10,150,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080$ 5,680,000$ Trashracks 1 LS 1,777,500$ 1,780,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200$ 140,000$ Stoplogs includes follower 1 LS 1,967,100$ 1,970,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950$ 80,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470$ 31,660,000$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 12$ 10,000$ 0.222 Fill-$ Rock Fill 38,400 CY 11$ 420,000$ Fine Filter 16,600 CY 37$ 610,000$ Coarse Filter 15,900 CY 30$ 480,000$ Rock Shell 196,500 CY 11$ 2,060,000$ Closure Dike 58,500 CY 11$ 640,000$ Rip Rap 21,200 CY 24$ 510,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 5$ 20,000$ slurry wall 43,600 SF 72$ 3,160,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685$ 5,810,000$ Dewatering Maintenance 1 LS 22,377,990$ 22,380,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ By: HDRPage 6 of 12Lower Low Watana overburden 5,000 CY 12$ 60,000$ Rock 500 CY 10$ -$ Removal of Cofferdam 14,500 CY 13$ 200,000$ 0.232 Fill-$ Rip Rap1,800 CY 24$ 40,000$ Closure Dike 15,200 CY 11$ 170,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 5$ 10,000$ Slurry Wall16,500 SF 72$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 2,026,000 CY 12$ 23,360,000$ Overburden below el. 1470 5,320,000 CY 11$ 58,840,000$ Rock Usable above el. 1470 1,289,000 CY 43$ 55,470,000$ Rock Usable below el. 1470 478,000 CY 44$ 20,900,000$ Rock Waste above el. 1470 1,950,000 CY 43$ 83,910,000$ Rock Waste below el. 1470 869,500 CY 50$ 43,630,000$ 0.312 Fill- Estimated from Attatched Calculations-$ Rip Rap (upstream) 216,000 CY 23$ 5,030,000$ Gravel (upstream) 3,517,000 CY 21$ 72,310,000$ Coarse Filter (upstream) 925,759 CY 29$ 26,720,000$ Fine Filter (upstream) 1,045,588 CY 38$ 39,640,000$ Core (impervious) 6,300,000 CY 25$ 159,830,000$ Fine Filter (downstream) 1,171,412 CY 38$ 44,410,000$ Coarse Filter (downstream) 1,074,241 CY 29$ 31,000,000$ Shell- Rock and Gravel 1,583,000 CY 19$ 30,360,000$ Shell- Rock From Other Sources 763,000 CY 10$ 7,700,000$ Cobbles (downstream Face) 280,000 CY 16$ 4,580,000$ Road Base 12,000 CY 34$ 410,000$ Frost Protection-$ Process Protection 960,000 CY 10$ 9,900,000$ Place Protection 960,000 CY 3$ 3,160,000$ Remove 1' Protect and Waste 93,000 CY 7$ 670,000$ Scarify Core Surface 193 ACRE 859$ 170,000$ Filter Fabric-$ Filter Fabric 592,000 SF 1$ 520,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 1,340,000 SF 3$ 4,170,000$ Under Core/Filters below el. 1500 490,000 SF 3$ 1,520,000$ Under Shell above el. 1500 4,149,000 SF 2$ 8,920,000$ Under Shell below el. 1500 2,067,000 SF 2$ 4,440,000$ Consolidation Grout-$ Drill Holes 550,000 LF 12$ 6,550,000$ Cement 550,000 CF 68$ 37,300,000$ Grout Curtain-$ Drill Holes 372,000 LF 27$ 9,950,000$ Cement 149,000 CF 81$ 12,080,000$ Dental Concrete-$ Dental Concrete 68,000 CY 365$ 24,840,000$ 0.317 Drainage-$ Holes 109,000 LF 51$ 5,590,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 8,100 CY 395$ 3,200,000$ Rock Inclined 9,000 CY 553$ 4,980,000$ Rock Vertical 1,600 CY 536$ 860,000$ Tunnels/ Shafts- Access -$ Rock Horizontal 10,400 CY 395$ 4,110,000$ By: HDRPage 7 of 12Lower Low Watana Rock Inclined 1,600 CY 553$ 880,000$ Portals -$ Overburden Rock 2,900 CY 17$ 50,000$ Rock 800 CY 49$ 40,000$ 0.323 Surface Preparation-$ Portals -$ Horizontal 24 SF 2$ -$ Inclined 160 SF 3$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 800 CY 428$ 340,000$ Concrete Slab 1,800 CY 945$ 1,700,000$ Concrete Overbreak 6" 920 CY 756$ 700,000$ Reinforcing Steel 64 TON 2,888$ 180,000$ 2" Shotcrete 12,000 SF 5$ 60,000$ Tunnels-Access-$ Concrete Slab 1,280 CY 945$ 1,210,000$ Concrete Overbreak 6" 640 CY 756$ 480,000$ Reinforcing Steel 48 TON 2,888$ 140,000$ 2" Shotcrete 4,300 SF 5$ 20,000$ Shafts-$ 2" Shotcrete 4,000 SF 5$ 20,000$ Portals -$ Concrete 16 CY 406$ 10,000$ Reinforcing Steel 2 TON 2,888$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,400 EA 327$ 460,000$ Steel Mesh 2,400 SF 5$ 10,000$ Steel Support 16 TON 12,801$ 200,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 960 EA 327$ 310,000$ Steel Mesh 880 SF 5$ -$ Steel Support 16 TON 12,801$ 200,000$ Shafts -$ Rockbolts 3/4" @6' 280 EA 327$ 90,000$ Steel Mesh 800 SF 5$ -$ Portals -$ Rockbolts 1" @15' 24 EA 736$ 20,000$ 0.329 Architectural Portal Doors-$ Portal Doors 1 LS 33,900$ 30,000$ 0.33 Instrumentation -$ 0.331 Instrumentation1 LS 17,315,220$ 17,320,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 12$ 30,000$ 0.412 Fill -$ Dump and Spread-$ Filter Material - 2' layer 2,200 CY 32$ 70,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 10$ 30,000$ Shore Protection -$ Rip Rap 24,000 CY 24$ 580,000$ Waste Rock 24,000 CY 23$ 550,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter 2,900,000 CY 34$ 98,170,000$ Fine Filter 2,180,000 CY 44$ 95,160,000$ Rip Rap 182,000 CY 24$ 4,420,000$ 0.443 Surface preparation-$ By: HDRPage 8 of 12Lower Low Watana Foundation Prep -$ Clearing and Grubbing 460 ACRE 3,963$ 1,820,000$ Excavation 2,236,000 CY 16$ 34,930,000$ 1,415,450,000$ 0.5 Outlet Facilities0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 97,000,000$ 97,000,000$ 0.7 Surge Chamber1 LS 17,000,000$ 17,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 28,000,000$ 28,000,000$ 0.82 Penstocks1 LS 17,000,000$ 17,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 12,000,000$ 12,000,000$ 590,000,000$ 333Waterwheels, Turbines and Generators0.11 Turbines and Governors0.111 Supply0.112 Install0.2 Generators and Exciters 0.21 Generators and Exciters (Supply and Install)0.211 Generators and Exciters0.3 Total Bid From Vendor (includes all equipment in this category) 3 EA 71,100,000$ 213,000,000$ 213,000,000$ Average from acquired quotes334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 2,401,600$ 2,400,000$ 0.122 HV Power Cables and Accessories 1 LS 975,650$ 980,000$ 0.123 LV Power Cables and Accessories 1 LS 450,300$ 450,000$ 0.124 Control Cables and Accessories 1 LS 825,550$ 830,000$ 0.125 Grounding System 1 LS 112,575$ 110,000$ 0.13 Conduits and Fittings-$ -$ 0.131 Conduits and Fittings 1 LS 300,200$ 300,000$ 0.2 Switchgear and Control Equipment-$ -$ 0.21 Auxiliary Transformers-$ -$ 0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 3 EA 1,504,300$ 4,510,000$ 0.23 Surge Protectors and Generator Cubicles-$ -$ 0.231 Surge Protectors and Generator Cubicles 3 EA 50,000$ 150,000$ 0.24 Switch boards-$ -$ 0.241 Switch boards1 LS 585,390$ 590,000$ 0.25 Auxiliary Power Equipment-$ -$ 0.251 Auxiliary Power Equipment 3 EA 100,000$ 300,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ -$ 0.311 Control, relay and meter boards 3 EA 200,000$ 600,000$ 0.32 Computer Control System-$ 0.321 Computer Control System-$ 0.33 Supervisor and Telemeter System-$ 0.331 Supervisor and Telemeter System-$ -$ 0.4 Power Transformers -$ 0.41 Power Transformers -$ 0.411 Power Transformers 7 EA 1,628,571$ 11,400,000$ -$ 0.5 Lighting System-$ By: HDRPage 9 of 12Lower Low Watana 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 625,680$ 630,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard1 LS 213,300$ 210,000$ 0.712 Cables1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 29,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 1,576,050$ 1,580,000$ 0.12 Fire Protection Systems-$ -$ 0.121 Fire Protection Systems 1 LS 900,600$ 900,000$ 0.13 Compressed Air Systems -$ -$ 0.131 Compressed Air Systems 1 LS 1,125,750$ 1,130,000$ 0.14 Oil Handling Systems-$ -$ 0.141 Oil Handling Systems 1 LS 750,500$ 750,000$ 0.15 Drainage & Dewatering -$ -$ 0.151 Drainage & Dewatering 2 EA 1,738,000$ 3,480,000$ 0.16 Heating, Ventilation and Cooling System-$ -$ 0.161 Heating, Ventilation and Cooling System 1 LS 1,125,750$ 1,130,000$ 0.17 Miscellaneous-$ -$ 0.171 Miscellaneous1 LS 750,500$ 750,000$ 0.2 Auxiliary Systems- Surface Facilities-$ -$ 0.21 Auxiliary Systems- Surface Facilities-$ -$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ 0.3 Auxiliary Equipment-$ -$ 0.31 Powerhouse Cranes -$ -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ 0.32 Elevators -$ -$ 0.321 Elevators 2 EA 181,700$ 360,000$ 0.33 Miscellaneous Cranes and Hoists-$ -$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ -$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment -$ -$ 0.5 Communications Equipment 1 LS 67,545$ 70,000$ 17,000,000$ 336Roads, Rails and Air Facilities 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ 0.131 Site RoadsConstruction RoadsSite Roads20 Mile 750,000.00$ 15,000,000$ Maintenance141 MI/YRS 223,092.85$ 31,500,000$ By: HDRPage 10 of 12Lower Low Watana 0.132 Permanent RoadsPermanent Roads 6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip1 LS 2,000,000.00$ 2,000,000$ 232,000,000$ 350‐359Transmission Plant33 MILE4,500,000.00$ 148,500,000.00$ 2EA14,000,000.00$ 28,000,000.00$ 177,000,000.00$ General Plant389Land and Land RightsLand and Land Rights(incl in 330)390Structures and ImprovementsStructures and Improvements(incl in 331.2)391Office Furniture and EquipmentOffice Furniture and Equipment(incl in 399)392Transportation EquipmentTransportation Equipment(incl in 399)393Stores EquipmentStores Equipment(incl in 399)394Tools Shop and Garage EquipmentTools Shop and Garage Equipment(incl in 399)395Laboratory EquipmentLaboratory Equipment(incl in 399)396Power-Operated EquipmentPower-Operated Equipment(incl in 399)397Communications EquipmentCommunications Equipment(incl in 399)398Miscellaneous EquipmentMiscellaneous Equipment(incl in 399)399Other Tangible PropertyOther Tangible Property1 LS 11,850,000$ 11,850,000$ Saved Maintence1 LS (231,220)$ (230,000)$ -$ 12,000,000$ Indirect Costs61Temporary Construction FacilitiesTemporary Construction Facilities(incl in direct costs)62Construction Equipment Construction Equipment(incl in direct costs)63Main Construction CampBy: HDRPage 11 of 12Lower Low Watana 0.1 Main Construction Camp1 LS 150,000,000$ 150,000,000$ 150,000,000$ 64Labor ExpenseLabor Expense65SuperintendenceSuperintendence66InsuranceInsurance68Mitigation Fishery, Terrestrial and Recrational)- Not Included1LS -$ -$ -$ 69FeesFeesSubtotalContingency (20%)1 LS 676,800,000$ 677,000,000$ Subtotal71Engineering (4%), Enviornmental (2%), Regulatory(1%)1 LS 213,000,000$ 213,000,000$ 71aConstruction Management (4%)1 LS 122,000,000$ 122,000,000$ 72Legal Expenses75Taxes76Administrative & Gen. Expenses77Interest80Earnings/Expenses During ConstructionTotal Project Cost4,061,000,000$ Max Plant Capacity 380.By: HDRPage 12 of 12Lower Low Watana FERC Line # Sub CategoriesQuantity Units 2008 Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000.00$ 120,870,000$ 0.2 Land Rights-$ 0.3 Misc Charges in Credit Above-$ -$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 81,667 CY 90.12$ 7,360,000$ Draft Tube Rock 16,800 CY 90.12$ 1,510,000$ 0.113 Surface Preparation/ Grouting 0 -$ Powerhouse 66,000 SF 3.33$ 220,000$ Draft Tube 51,000 SF 3.33$ 170,000$ Grout Curtain- Drill holes 29,200 LF 27.63$ 810,000$ Grout Curtain- Cement 11,667 CF 81.10$ 950,000$ 0.114 Concrete and Shot Crete 0 -$ Powerhouse Concrete 21,733 CY 692.87$ 15,060,000$ Powerhouse Concrete Overbreak 1,600 CY 447.21$ 720,000$ Powerhouse Reinforcing Steel 1,087 TON 2,858.29$ 3,110,000$ Powerhouse 4" Shotcrete 27,333 SF 10.14$ 280,000$ Draft Tube Concrete 8,000 CY 692.87$ 5,540,000$ Draft Tube Concrete Overbreak 1,667 CY 447.21$ 750,000$ Draft Tube Reinforcing Steel 660 TON 2,858.29$ 1,890,000$ Draft Tube 2" Shotcrete 4,067 SF 5.45$ 20,000$ 0.115 Support and Anchors 0 -$ Powerhouse Rockbolts 1" @ 25' Hy 647 EA 1,234.86$ 800,000$ Powerhouse Rockbolts 1" @ 15' 1,313 EA 735.81$ 970,000$ Powerhouse Steel Mesh 29,733 SF 5.81$ 170,000$ Powerhouse Steel Support 91 TON 12,671.94$ 1,160,000$ Draft Tube Rockbolts 1" @ 25' Hy 100 EA 1,234.86$ 120,000$ Draft Tube Rockbolts 1" @ 12' 260 EA 528.34$ 140,000$ Draft Tube Rockbolts 1" @ 9' 127 EA 432.12$ 50,000$ Draft Tube Steel Mesh 12,600 SF 6.55$ 80,000$ 0.117 Holes (U/S of Powerhouse) 10,000 LF 51.32$ 510,000$ Holes (Powerhouse Crown) 19,000 LF 51.32$ 980,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309.00$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898.00$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 4 SETS 427,880.00$ 1,710,000$ Draft Tube Gate Guides 4 SETS 202,680.00$ 810,000$ Draft Tube Crane 1 LS 1,140,000.00$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 33,500 CY 97.45$ 3,260,000$ Transformer Gallery Tunnel 11,833 CY 97.45$ 1,150,000$ Grouting Gallery Tunnel 1,267 CY 396.04$ 500,000$ Low Watana (Non-Expandable) (4 Turbines)DescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates based on 1982 quantitiesBy: HDRBy: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.2008 DollarsDate: 10/15/2009By: HDRPage 1 of 12Low Watana (Non‐Expandable) Surge Chamber Access Tunnel 4,833 CY 145.22$ 700,000$ Penstock Access Tunnel 41,000 CY 145.22$ 5,950,000$ Penstock Elbow Access Tunnel 10,000 CY 145.22$ 1,450,000$ Access Shaft Tunnel 867 CY 145.22$ 130,000$ Connector Tunnel 1,267 CY 379.26$ 480,000$ Portals Overburden 4,000 CY 17.14$ 70,000$ Portals Rock 2,000 CY 49.31$ 100,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 35,400 SF 2.21$ 80,000$ Penstock Access Slab 43,467 SF 2.21$ 100,000$ Horizontal Portal 133 SF 2.30$ -$ Inclined Portal 1,400 SF 3.33$ -$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 20 CY 406.27$ 10,000$ Concrete Walls 380 CY 406.27$ 150,000$ Concrete Overbreak 33 CY 368.48$ 10,000$ Reinforcing Steel 27 TON 2,887.51$ 80,000$ Tunnels-$ Concrete Slab Main Tunnel 1,300 CY 503.90$ 660,000$ Concrete Plugs Penstock Elbow ACC 10,000 CY 755.86$ 7,560,000$ Concrete Overbreak Main Tunnel 6" 667 CY 346.43$ 230,000$ Reinforcing Steel 47 TON 2,887.51$ 130,000$ 2 " Shotcrete Main Tunnel 13,400 SF 5.26$ 70,000$ 2 " Shotcrete Transformer Gal 4,733 SF 5.26$ 20,000$ 2 " Shotcrete Surge Chamber Acc 2,600 SF 5.26$ 10,000$ 2 " Shotcrete Penstock Access 16,467 SF 5.26$ 90,000$ 2 " Shotcrete Penstock Elbow Acc 4,733 SF 5.26$ 20,000$ 2 " Shotcrete Access Shaft 200 SF 5.26$ -$ 2 " Shotcrete Grout Gallery 533 SF 5.26$ -$ 2 " Shotcrete Connector Tunnel 533 SF 5.26$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 800 EA 528.34$ 420,000$ Rockbolts 1" @ 9' 167 EA 432.12$ 70,000$ Steel Mesh 42,000 SF 6.37$ 270,000$ Steel Support 44 TON 12,801.49$ 560,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 33 EA 735.79$ 20,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 273 EA 528.34$ 140,000$ Rockbolts 1" @ 9' 47 EA 432.12$ 20,000$ Steel Mesh 15,000 SF 5.89$ 90,000$ Steel Support 16 TON 12,801.49$ 200,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 107 EA 327.15$ 30,000$ Steel Mesh 107 SF 6.37$ -$ Steel Support 2 TON 12,801.49$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 153 EA 528.34$ 80,000$ Rockbolts 1" @ 9' 33 EA 432.12$ 10,000$ Steel Mesh 8,033 SF 6.37$ 50,000$ Steel Support 9 TON 12,801.49$ 120,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 953 EA 528.34$ 500,000$ Rockbolts 1" @ 9' 160 EA 432.12$ 70,000$ Steel Mesh 51,667 SF 6.37$ 330,000$ Steel Support 39 TON 12,801.49$ 490,000$ By: HDRPage 2 of 12Low Watana (Non‐Expandable) Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 280 EA 528.34$ 150,000$ Rockbolts 1" @ 9' 80 EA 432.12$ 30,000$ Steel Mesh 15,000 SF 6.37$ 100,000$ Steel Support 20 TON 12,801.49$ 260,000$ Access Shaft Tunnel-$ Rockbolts 1" @12' 13 EA 528.34$ 10,000$ Rockbolts 1" @ 9' 13 EA 432.12$ 10,000$ Steel Mesh 620 SF 6.37$ -$ Steel Support 5 TON 12,801.49$ 70,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 107 EA 327.15$ 30,000$ Steel Mesh 107 SF 6.37$ -$ Steel Support 2 TON 12,801.49$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,371.90$ 320,000$ 0.12c Mechanical Ventilation System -$ 0.13 Access Shaft-$ 0.131 Excavation Rock 9,133 CY 227.67$ 2,080,000$ 0.133 Surface Preparation Shaft 42,667 SF 3.33$ 140,000$ 0.134 Concrete and Shot Crete-$ Concrete Lining 2,233 CY 944.82$ 2,110,000$ Concrete Overbreak 6" 813 CY 551.14$ 450,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 700 EA 327.15$ 230,000$ 0.138 Structural Misc Steelwork 33 TON 7,395.00$ 250,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815.00$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation767 CY 588.80$ 450,000$ 0.143 Surface Preparation 1,867 SF 2.30$ -$ 0.144 Concrete & Shotcrete-$ Concrete 167 CY 963.72$ 160,000$ Concrete Overbreak 6" 30 CY 406.27$ 10,000$ Reinforcing Steel 7 TON 2,858.29$ 20,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 17 EA 528.34$ 10,000$ Rockbolts 1" @ 9' 7 EA 432.12$ -$ Steel Mesh 800 SF 6.30$ 10,000$ Steel Support 2 TON 12,671.95$ 30,000$ 0.148 Misc Steelwork1 LS 73,297.50$ 70,000$ 0.14c Mechanical Piping/Valves -$ 0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 1,800 CY 213.70$ 380,000$ Rock Inclined 867 CY 601.04$ 520,000$ 0.153 Surface Preparation- Tunnels 4,733 SF 3.33$ 20,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 233 CY 818.84$ 190,000$ Concrete Overbreak 12" 167 CY 472.41$ 80,000$ Reinforcing Steel 12 TON 2,858.29$ 30,000$ 2" Shotcrete 1,467 SF 5.26$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 40 EA 1,234.86$ 50,000$ Rockbolts 1" @ 12' 93 EA 528.34$ 50,000$ Rockbolts 1" @ 9' 33 EA 432.12$ 10,000$ Steel Mesh 4,533 SF 6.30$ 30,000$ Steel Support 7 TON 12,671.94$ 90,000$ 0.16 Transformer Gallery Tunnel-$ By: HDRPage 3 of 12Low Watana (Non‐Expandable) 0.161 Excavation- Rock 17,867 CY 87.44$ 1,560,000$ 0.163 Surface Preparation 16,400 SF 2.30$ 40,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 1,600 CY 1,228.27$ 1,970,000$ Concrete Overbreak 12"H/6"V 513 CY 377.93$ 190,000$ Reinforcing Steel 80 TON 2,858.29$ 230,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 400 EA 1,234.86$ 490,000$ Rockbolts 1" @ 15' 180 EA 735.81$ 130,000$ Steel Mesh 13,800 SF 5.81$ 80,000$ Steel Support 19 TON 12,671.94$ 240,000$ 0.167 Drainage Holes 5,533 LF 47.95$ 270,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 2,267 CY 601.04$ 1,360,000$ 0.173 Surface Preparation Shafts 27,600 SF 3.33$ 90,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 693 CY 1,763.66$ 1,220,000$ Concrete Overbreak 6" 533 CY 881.83$ 470,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 433 EA 327.15$ 140,000$ 0.178 Structural Misc Steelwork 12 TON 15,602.00$ 190,000$ 0.179 Architectural- Enclosures 1 LS 199,317.00$ 200,000$ 0.17c Mechanical Hoist2 EA 476,960.00$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,798.50$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation1 LS 1,714,813.50$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085.00$ 4,430,000$ 0.3 Permanent Town (included in 63.5)-$ 115,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 23,000 ACRE 3,005.85$ 69,130,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92.33$ 20,400,000$ Lower Tunnel-$ Rock 208,000 CY 92.33$ 19,200,000$ Excavate Concrete for Plug 700 CY 96.92$ 70,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49.16$ 550,000$ Upstream Lower Portal (Including Most Exc for Upper Portal)-$ Rock Usable 108,000 CY 49.16$ 5,310,000$ Rock Waste 21,750 CY 49.16$ 1,070,000$ Downstream Portals-$ Overburden 17,000 CY 17.14$ 290,000$ Rock Usable 120,000 CY 49.16$ 5,900,000$ Rock Waste 28,000 CY 49.16$ 1,380,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 101.98$ 180,000$ Gate Chamber 4,700 CY 110.73$ 520,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97.15$ 1,860,000$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 11.66$ 270,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2.30$ 10,000$ By: HDRPage 4 of 12Low Watana (Non‐Expandable) Inclined 8,600 SF 3.33$ 30,000$ Upstream Lower Portal -$ Horizontal 1,300 SF 2.30$ -$ Inclined 14,900 SF 3.33$ 50,000$ Downstream Upper Portal-$ Horizontal 6,100 SF 2.30$ 10,000$ Inclined 20,500 SF 3.33$ 70,000$ Downstream Lower Portal-$ Horizontal 600 SF 2.30$ -$ Inclined 5,600 SF 3.33$ 20,000$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 26.76$ 110,000$ Cement 820 CF 81.10$ 70,000$ Grout Lower Tunnel Permanent Plugs-$ Drill Holes 2,050 LF 26.76$ 50,000$ Cement 410 CF 81.10$ 30,000$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 566.89$ 24,040,000$ Concrete Lining Overbreak 6" 10,200 CY 314.94$ 3,210,000$ Reinforcing Steel 24 TON 2,887.51$ 70,000$ 2" Shotcrete 56,000 SF 5.26$ 290,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 566.89$ 21,320,000$ Concrete Lining for Plug 6,200 CY 428.32$ 2,660,000$ Concrete Lining Overbreak 6" 10,000 CY 314.94$ 3,150,000$ Reinforcing Steel 24 TON 2,887.51$ 70,000$ 2" Shotcrete 57,900 SF 5.26$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 651.93$ 2,090,000$ Concrete Lining 1,300 CY 651.93$ 850,000$ Concrete Slab 750 CY 651.93$ 490,000$ Concrete Piers 800 CY 651.93$ 520,000$ Concrete Overbreak 12" H/6"V 300 CY 472.41$ 140,000$ Reinforcing Steel 400 TON 2,887.51$ 1,160,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 651.93$ 2,930,000$ Concrete Lining 3,000 CY 651.93$ 1,960,000$ Concrete Slab 300 CY 651.93$ 200,000$ Concrete Piers 700 CY 651.93$ 460,000$ Concrete Overbreak 12" H/6"V 350 CY 472.41$ 170,000$ Reinforcing Steel 600 TON 2,887.51$ 1,730,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 651.93$ 330,000$ Concrete Slab 100 CY 651.93$ 70,000$ Concrete Overbreak 12" H/6"V 100 CY 472.41$ 50,000$ Reinforcing Steel 40 TON 2,887.51$ 120,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 651.93$ 1,630,000$ Concrete Slab 100 CY 651.93$ 70,000$ Concrete Overbreak 12" H/6"V 150 CY 472.41$ 70,000$ Reinforcing Steel 170 TON 2,887.51$ 490,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 651.93$ 520,000$ Concrete Walls 2,300 CY 651.93$ 1,500,000$ Concrete Invert 1,200 CY 651.93$ 780,000$ Concrete Overbreak 12" H/6"V 410 CY 42.41$ 20,000$ Reinforcing Steel 280 TON 2,887.51$ 810,000$ By: HDRPage 5 of 12Low Watana (Non‐Expandable) Downstream Retaining Wall-$ Concrete Slab 200 CY 651.93$ 130,000$ Concrete Walls 2,000 CY 651.93$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472.41$ 50,000$ Reinforcing Steel 90 TON 2,887.51$ 260,000$ Emergency Release Chambers-$ Concrete Plug 15,300 CY 755.86$ 11,560,000$ 4" Shotcrete 2,790 SF 10.13$ 30,000$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5.26$ 70,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ Rockbolts 1" @ 12' 3,650 EA 528.34$ 1,930,000$ Rockbolts 1" @ 9' 620 EA 432.12$ 270,000$ Steel Mesh 217,100 SF 6.37$ 1,380,000$ Steel Support 220 TON 12,801.49$ 2,820,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528.34$ 1,870,000$ Rockbolts 1" @ 9' 600 EA 432.12$ 260,000$ Steel Mesh 210,200 SF 6.37$ 1,340,000$ Steel Support 213 TON 12,801.49$ 2,730,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 735.81$ 180,000$ Anchors 1" @ 25' 290 EA 1,234.86$ 360,000$ Upstream Upper Portal -$ Rockbolts 1" @ 15'-$ Anchors 1" @ 25' 130 EA 735.81$ 100,000$ Downstream Lower Portal-$ Rockbolts 1" @ 15' 200 EA 735.81$ 150,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 735.81$ 70,000$ Retaining Wall Anchors 1" @25' 100 EA 1,234.86$ 120,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,234.86$ 120,000$ Rockbolts 1" @ 15' 125 EA 735.77$ 90,000$ Steel Mesh 3,600 SF 6.37$ 20,000$ Steel Support 14 TON 12,801.49$ 180,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342.42$ 10,000$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528.34$ 410,000$ Rockbolts 1" @ 9' 240 EA 432.12$ 100,000$ Steel Mesh 39,900 SF 6.37$ 250,000$ Steel Support 55 TON 12,801.49$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 93.61$ 260,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120.00$ 10,150,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080.00$ 5,680,000$ Trashracks 1 LS 1,777,500.00$ 1,780,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200.00$ 140,000$ Stoplogs includes follower 1 LS 1,967,100.00$ 1,970,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950.00$ 80,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470.00$ 31,660,000$ -$ By: HDRPage 6 of 12Low Watana (Non‐Expandable) 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 11.56$ 10,000$ 0.222 Fill-$ Rock Fill 38,400 CY 10.90$ 420,000$ Fine Filter 16,600 CY 36.84$ 610,000$ Coarse Filter 15,900 CY 30.05$ 480,000$ Rock Shell 196,500 CY 10.50$ 2,060,000$ Closure Dike 58,500 CY 10.90$ 640,000$ Rip Rap 21,200 CY 24.26$ 510,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 4.88$ 20,000$ slurry wall 43,600 SF 72.44$ 3,160,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685.00$ 5,810,000$ Dewatering Maintenance 1 LS 22,377,990.00$ 22,380,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ overburden 5,000 CY 11.56$ 60,000$ Rock 500 CY 9.91$ -$ Removal of Cofferdam 14,500 CY 13.48$ 200,000$ 0.232 Fill-$ Rip Rap1,800 CY 24.26$ 40,000$ Closure Dike 15,200 CY 10.90$ 170,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 4.60$ 10,000$ Slurry Wall16,500 SF 72.44$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 2,026,000 CY 11.53$ 23,360,000$ Overburden below el. 1470 5,320,000 CY 11.06$ 58,840,000$ Rock Usable above el. 1470 1,289,000 CY 43.03$ 55,470,000$ Rock Usable below el. 1470 478,000 CY 43.72$ 20,900,000$ Rock Waste above el. 1470 1,950,000 CY 43.03$ 83,910,000$ Rock Waste below el. 1470 869,500 CY 50.18$ 43,630,000$ 0.312 Fill- Estimated from Attatched Calculations-$ Rip Rap (upstream) 409,000 CY 23.30$ 9,530,000$ Gravel (upstream) 6,659,000 CY 20.56$ 136,910,000$ Coarse Filter (upstream) 925,759 CY 28.86$ 26,720,000$ Fine Filter (upstream) 1,045,588 CY 37.91$ 39,640,000$ Core (impervious) 6,300,000 CY 25.37$ 159,830,000$ Fine Filter (downstream) 1,171,412 CY 37.91$ 44,410,000$ Coarse Filter (downstream) 1,074,241 CY 28.86$ 31,000,000$ Shell- Rock and Gravel 2,998,209 CY 19.18$ 57,510,000$ Shell- Rock From Other Sources 1,445,000 CY 10.09$ 14,580,000$ Cobbles (downstream Face) 530,000 CY 16.35$ 8,670,000$ Road Base 12,000 CY 34.42$ 410,000$ Frost Protection-$ Process Protection 960,000 CY 10.31$ 9,900,000$ Place Protection 960,000 CY 3.29$ 3,160,000$ Remove 1' Protect and Waste 93,000 CY 7.21$ 670,000$ Scarify Core Surface 193 ACRE 858.77$ 170,000$ Filter Fabric-$ Filter Fabric 592,000 SF 0.88$ 520,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 1,340,000 SF 3.11$ 4,170,000$ By: HDRPage 7 of 12Low Watana (Non‐Expandable) Under Core/Filters below el. 1500 490,000 SF 3.11$ 1,520,000$ Under Shell above el. 1500 4,149,000 SF 2.15$ 8,920,000$ Under Shell below el. 1500 2,067,000 SF 2.15$ 4,440,000$ Consolidation Grout-$ Drill Holes 550,000 LF 11.91$ 6,550,000$ Cement 550,000 CF 67.81$ 37,300,000$ Grout Curtain-$ Drill Holes 372,000 LF 26.76$ 9,950,000$ Cement 149,000 CF 81.10$ 12,080,000$ Dental Concrete-$ Dental Concrete 68,000 CY 365.33$ 24,840,000$ 0.317 Drainage-$ Holes109,000 LF 51.32$ 5,590,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 8,100 CY 394.80$ 3,200,000$ Rock Inclined 9,000 CY 552.93$ 4,980,000$ Rock Vertical 1,600 CY 536.19$ 860,000$ Tunnels/ Shafts- Access -$ Rock Horizontal 10,400 CY 394.80$ 4,110,000$ Rock Inclined 1,600 CY 552.93$ 880,000$ Portals -$ Overburden Rock 2,900 CY 17.16$ 50,000$ Rock 800 CY 49.16$ 40,000$ 0.323 Surface Preparation-$ Portals -$ Horizontal 24 SF 2.30$ -$ Inclined 160 SF 3.33$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 800 CY 428.32$ 340,000$ Concrete Slab 1,800 CY 944.82$ 1,700,000$ Concrete Overbreak 6" 920 CY 755.86$ 700,000$ Reinforcing Steel 64 TON 2,887.51$ 180,000$ 2" Shotcrete 12,000 SF 5.26$ 60,000$ Tunnels-Access-$ Concrete Slab 1,280 CY 944.82$ 1,210,000$ Concrete Overbreak 6" 640 CY 755.86$ 480,000$ Reinforcing Steel 48 TON 2,887.51$ 140,000$ 2" Shotcrete 4,300 SF 5.26$ 20,000$ Shafts-$ 2" Shotcrete 4,000 SF 5.26$ 20,000$ Portals -$ Concrete 16 CY 406.36$ 10,000$ Reinforcing Steel 2 TON 2,887.51$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,400 EA 327.15$ 460,000$ Steel Mesh 2,400 SF 5.37$ 10,000$ Steel Support 16 TON 12,801.49$ 200,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 960 EA 327.15$ 310,000$ Steel Mesh 880 SF 5.37$ -$ Steel Support 16 TON 12,801.49$ 200,000$ Shafts -$ Rockbolts 3/4" @6' 280 EA 327.15$ 90,000$ By: HDRPage 8 of 12Low Watana (Non‐Expandable) Steel Mesh 800 SF 5.37$ -$ Portals -$ Rockbolts 1" @15' 24 EA 735.81$ 20,000$ 0.329 Architectural Portal Doors-$ Portal Doors1 LS 33,900.00$ 30,000$ 0.33 Instrumentation -$ 0.331 Instrumentation1 LS 17,315,220.00$ 17,320,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 11.56$ 30,000$ 0.412 Fill -$ Dump and Spread-$ Filter Material - 2' layer 2,200 CY 31.93$ 70,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 9.86$ 30,000$ Shore Protection -$ Rip Rap 24,000 CY 24.26$ 580,000$ Waste Rock 24,000 CY 22.78$ 550,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter 2,900,000 CY 33.85$ 98,170,000$ Fine Filter 2,180,000 CY 43.65$ 95,160,000$ Rip Rap 182,000 CY 24.26$ 4,420,000$ 0.443 Surface preparation-$ Foundation Prep -$ Clearing and Grubbing 460 ACRE 3,963.11$ 1,820,000$ Excavation 2,236,000 CY 15.62$ 34,930,000$ 0.5 Outlet Facilities1,537,690,000$ 0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 97,000,000$ 97,000,000$ 0.7 Surge Chamber1 LS 17,000,000$ 17,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 28,000,000$ 28,000,000$ 0.82 Penstocks1 LS 17,000,000$ 17,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 12,000,000$ 12,000,000$ 590,000,000$ 333Waterwheels, Turbines and Generators0.11 Turbines and Governors0.111 Supply0.112 Install0.2 Generators and Exciters 0.21 Generators and Exciters (Supply and Install)0.211 Generators and Exciters0.3 Total Bid From Vendor (includes all equipment in this category) 4 EA 74,200,000.00$ 297,000,000$ 297,000,000$ Average from acquired quotes334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 3,792,000.00$ 3,790,000$ 0.122 HV Power Cables and Accessories 1 LS 1,540,500.00$ 1,540,000$ 0.123 LV Power Cables and Accessories 1 LS 711,000.00$ 710,000$ 0.124 Control Cables and Accessories 1 LS 1,303,500.00$ 1,300,000$ 0.125 Grounding System 1 LS 177,750.00$ 180,000$ By: HDRPage 9 of 12Low Watana (Non‐Expandable) 0.13 Conduits and Fittings0.131 Conduits and Fittings 1 LS 474,000.00$ 470,000$ 0.2 Switchgear and Control Equipment0.21 Auxiliary Transformers0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 4 EA 1,504,300$ 6,020,000$ 0.23 Surge Protectors and Generator Cubicles-$ -$ 0.231 Surge Protectors and Generator Cubicles 4 EA 50,000.00$ 200,000$ 0.24 Switch boards-$ -$ 0.241 Switch boards1 LS 924,300.00$ 920,000$ 0.25 Auxiliary Power Equipment-$ -$ 0.251 Auxiliary Power Equipment 4 EA 100,000$ 400,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ 0.311 Control, relay and meter boards 4 EA 200,000$ 800,000$ 0.32 Computer Control System-$ -$ 0.321 Computer Control System-$ -$ 0.33 Supervisor and Telemeter System-$ -$ 0.331 Supervisor and Telemeter System-$ -$ -$ -$ 0.4 Power Transformers -$ -$ 0.41 Power Transformers -$ -$ 0.411 Power Transformers 7 EA 2,571,429$ 18,000,000$ -$ -$ 0.5 Lighting System-$ 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900.00$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900.00$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 625,680.00$ 630,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard1 LS 213,300$ 210,000$ 0.712 Cables1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 41,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 2,488,500.00$ 2,490,000$ 0.12 Fire Protection Systems-$ -$ 0.121 Fire Protection Systems 1 LS 1,422,000.00$ 1,420,000$ 0.13 Compressed Air Systems -$ -$ 0.131 Compressed Air Systems 1 LS 1,777,500.00$ 1,780,000$ 0.14 Oil Handling Systems-$ -$ 0.141 Oil Handling Systems 1 LS 1,185,000.00$ 1,190,000$ 0.15 Drainage & Dewatering -$ -$ By: HDRPage 10 of 12Low Watana (Non‐Expandable) 0.151 Drainage & Dewatering 2 EA 1,738,000$ 3,480,000$ 0.16 Heating, Ventilation and Cooling System-$ -$ 0.161 Heating, Ventilation and Cooling System 1 LS 1,777,500.00$ 1,780,000$ 0.17 Miscellaneous-$ -$ 0.171 Miscellaneous1 LS 1,185,000.00$ 1,190,000$ 0.2 Auxiliary Systems- Surface Facilities-$ -$ 0.21 Auxiliary Systems- Surface Facilities-$ -$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ 0.3 Auxiliary Equipment-$ -$ 0.31 Powerhouse Cranes -$ -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ 0.32 Elevators -$ -$ 0.321 Elevators 2 EA 181,700$ 360,000$ 0.33 Miscellaneous Cranes and Hoists-$ -$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ -$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment -$ -$ 0.5 Communications Equipment1 LS 106,650.00$ 110,000$ -$ 21,000,000$ 336Roads, Rails and Air Facilities -$ 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ 0.131 Site RoadsConstruction RoadsSite Roads20 Mile 750,000.00$ 15,000,000$ Maintenance141 MI/YRS 223,092.85$ 31,500,000$ 0.132 Permanent RoadsPermanent Roads6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip 1 LS 2,000,000.00$ 2,000,000$ 232,000,000$ 350‐359Transmission Plant33 MILE5,700,000.00$ 188,100,000.00$ 2EA18,000,000.00$ 36,000,000.00$ 224,000,000.00$ General Plant389Land and Land RightsLand and Land Rights(incl in 330)390Structures and ImprovementsStructures and Improvements(incl in 331.2)391Office Furniture and EquipmentOffice Furniture and Equipment(incl in 399)392Transportation EquipmentTransportation EquipmentBy: HDRPage 11 of 12Low Watana (Non‐Expandable) (incl in 399)393Stores EquipmentStores Equipment(incl in 399)394Tools Shop and Garage EquipmentTools Shop and Garage Equipment(incl in 399)395Laboratory EquipmentLaboratory Equipment(incl in 399)396Power-Operated EquipmentPower-Operated Equipment(incl in 399)397Communications EquipmentCommunications Equipment(incl in 399)398Miscellaneous EquipmentMiscellaneous Equipment(incl in 399)399Other Tangible PropertyOther Tangible Property1 LS 16,000,000$ 16,000,000$ Saved Maintenance1 LS (231,220)$ (230,000)$ -$ 16,000,000$ Indirect Costs61Temporary Construction FacilitiesTemporary Construction Facilities(incl in direct costs)62Construction Equipment Construction Equipment(incl in direct costs)63Main Construction Camp 0.1 Main Construction Camp1 LS 180,000,000$ 180,000,000$ 180,000,000$ 64Labor ExpenseLabor Expense65SuperintendenceSuperintendence66InsuranceInsurance68Mitigation Fishery, Terrestrial and Recreational)- Not Included69FeesFeesSubtotalContingency (20%)1 LS 749,200,000.00$ 749,000,000$ Subtotal71Engineering (4%), Environmental (2%), Regulatory(1%)1 LS 236,000,000.00$ 236,000,000$ 71aConstruction Management (4%)1 LS 135,000,000.00$ 135,000,000$ 72Legal Expenses75Taxes76Administrative & Gen. Expenses77Interest80Earnings/Expenses During ConstructionTotal Project Cost4,495,000,000$ Max Plant Capacity 600By: HDRPage 12 of 12Low Watana (Non‐Expandable) FERC Line # Sub CategoriesQuantity Units 2008 Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000$ 120,870,000$ 0.2 Land Rights-$ 0.3 Misc Charges in Credit Above-$ -$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 122,500 CY 90$ 11,040,000$ Draft Tube Rock 25,200 CY 90$ 2,270,000$ 0.113 Surface Preparation/ Grouting-$ Powerhouse 99,000 SF 3$ 330,000$ Draft Tube 76,500 SF 3$ 250,000$ Grout Curtain- Drill holes 43,800 LF 28$ 1,210,000$ Grout Curtain- Cement 17,500 CF 81$ 1,420,000$ 0.114 Concrete and Shot Crete-$ Powerhouse Concrete 32,600 CY 693$ 22,590,000$ Powerhouse Concrete Overbreak 2,400 CY 447$ 1,070,000$ Powerhouse Reinforcing Steel 1,630 TON 2,858$ 4,660,000$ Powerhouse 4" Shotcrete 41,000 SF 10$ 420,000$ Draft Tube Concrete 12,000 CY 693$ 8,310,000$ Draft Tube Concrete Overbreak 2,500 CY 447$ 1,120,000$ Draft Tube Reinforcing Steel 990 TON 2,858$ 2,830,000$ Draft Tube 2" Shotcrete 6,100 SF 5$ 30,000$ 0.115 Support and Anchors-$ Powerhouse Rockbolts 1" @ 25' Hy 970 EA 1,235$ 1,200,000$ Powerhouse Rockbolts 1" @ 15' 1,970 EA 736$ 1,450,000$ Powerhouse Steel Mesh 44,600 SF 6$ 260,000$ Powerhouse Steel Support 137 TON 12,672$ 1,740,000$ Draft Tube Rockbolts 1" @ 25' Hy 150 EA 1,235$ 190,000$ Draft Tube Rockbolts 1" @ 12' 390 EA 528$ 210,000$ Draft Tube Rockbolts 1" @ 9' 190 EA 432$ 80,000$ Draft Tube Steel Mesh 18,900 SF 7$ 120,000$ 0.117 Holes (U/S of Powerhouse) 15,000 LF 51$ 770,000$ Holes (Powerhouse Crown) 28,500 LF 51$ 1,460,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 4 SETS 427,880$ 1,710,000$ Draft Tube Gate Guides 6 SETS 202,680$ 1,220,000$ Draft Tube Crane 1 LS 1,140,000$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 50,250 CY 97$ 4,900,000$ Transformer Gallery Tunnel 17,750 CY 97$ 1,730,000$ Grouting Gallery Tunnel 1,900 CY 396$ 750,000$ Surge Chamber Access Tunnel 7,250 CY 145$ 1,050,000$ Penstock Access Tunnel 61,500 CY 145$ 8,930,000$ DescriptionLow Watana (Expandable) (4 Turbines)HDR/AEA Susitna Hydroelectric ProjectCost Estimates based on 1982 quantitiesBy: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.2008 DollarsBy: HDRDate: 10/15/2009By: HDRPage 1 of 12Low Watana (Expandable) Penstock Elbow Access Tunnel 15,000 CY 145$ 2,180,000$ Access Shaft Tunnel 1,300 CY 145$ 190,000$ Connector Tunnel 1,900 CY 379$ 720,000$ Portals Overburden 6,000 CY 17$ 100,000$ Portals Rock 3,000 CY 49$ 150,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 53,100 SF 2$ 120,000$ Penstock Access Slab 65,200 SF 2$ 140,000$ Horizontal Portal 200 SF 2$ -$ Inclined Portal 2,100 SF 3$ 10,000$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 30 CY 406$ 10,000$ Concrete Walls 570 CY 406$ 230,000$ Concrete Overbreak 50 CY 368$ 20,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Tunnels-$ Concrete Slab Main Tunnel 1,950 CY 504$ 980,000$ Concrete Plugs Penstock Elbow ACC 15,000 CY 756$ 11,340,000$ Concrete Overbreak Main Tunnel 6" 1,000 CY 346$ 350,000$ Reinforcing Steel 70 TON 2,888$ 200,000$ 2 " Shotcrete Main Tunnel 20,100 SF 5$ 110,000$ 2 " Shotcrete Transformer Gal 7,100 SF 5$ 40,000$ 2 " Shotcrete Surge Chamber Acc 3,900 SF 5$ 20,000$ 2 " Shotcrete Penstock Access 24,700 SF 5$ 130,000$ 2 " Shotcrete Penstock Elbow Acc 7,100 SF 5$ 40,000$ 2 " Shotcrete Access Shaft 300 SF 5$ -$ 2 " Shotcrete Grout Gallery 800 SF 5$ -$ 2 " Shotcrete Connector Tunnel 800 SF 5$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 1,200 EA 528$ 630,000$ Rockbolts 1" @ 9' 250 EA 432$ 110,000$ Steel Mesh 63,000 SF 6$ 400,000$ Steel Support 66 TON 12,801$ 840,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 50 EA 736$ 40,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 410 EA 528$ 220,000$ Rockbolts 1" @ 9' 70 EA 432$ 30,000$ Steel Mesh 22,500 SF 6$ 130,000$ Steel Support 24 TON 12,801$ 310,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 230 EA 528$ 120,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 12,050 SF 6$ 80,000$ Steel Support 14 TON 12,801$ 180,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 1,430 EA 528$ 760,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 77,500 SF 6$ 490,000$ Steel Support 58 TON 12,801$ 740,000$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 420 EA 528$ 220,000$ Rockbolts 1" @ 9' 120 EA 432$ 50,000$ By: HDRPage 2 of 12Low Watana (Expandable) Steel Mesh 22,500 SF 6$ 140,000$ Steel Support 30 TON 12,801$ 380,000$ Access Shaft Tunnel-$ Rockbolts 1" @12' 20 EA 528$ 10,000$ Rockbolts 1" @ 9' 20 EA 432$ 10,000$ Steel Mesh 930 SF 6$ 10,000$ Steel Support 8 TON 12,801$ 100,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,372$ 320,000$ 0.12c Mechanical Ventilation System -$ 0.13 Access Shaft-$ 0.131 Excavation Rock 13,700 CY 228$ 3,120,000$ 0.133 Surface Preparation Shaft 64,000 SF 3$ 210,000$ 0.134 Concrete and Shot Crete-$ Concrete Lining 3,350 CY 945$ 3,170,000$ Concrete Overbreak 6" 1,220 CY 551$ 670,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 1,050 EA 327$ 340,000$ 0.138 Structural Misc Steelwork 50 TON 7,395$ 370,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation1,150 CY 589$ 680,000$ 0.143 Surface Preparation 2,800 SF 2$ 10,000$ 0.144 Concrete & Shotcrete-$ Concrete 250 CY 964$ 240,000$ Concrete Overbreak 6" 45 CY 406$ 20,000$ Reinforcing Steel 10 TON 2,858$ 30,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 25 EA 528$ 10,000$ Rockbolts 1" @ 9' 10 EA 432$ -$ Steel Mesh 1,200 SF 6$ 10,000$ Steel Support 2 TON 12,672$ 30,000$ 0.148 Misc Steelwork1 LS 73,298$ 70,000$ 0.14c Mechanical Piping/Valves -$ 0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 2,700 CY 214$ 580,000$ Rock Inclined 1,300 CY 601$ 780,000$ 0.153 Surface Preparation- Tunnels 7,100 SF 3$ 20,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 350 CY 819$ 290,000$ Concrete Overbreak 12" 250 CY 472$ 120,000$ Reinforcing Steel 18 TON 2,858$ 50,000$ 2" Shotcrete 2,200 SF 5$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 60 EA 1,235$ 70,000$ Rockbolts 1" @ 12' 140 EA 528$ 70,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 6,800 SF 6$ 40,000$ Steel Support 11 TON 12,672$ 140,000$ 0.16 Transformer Gallery Tunnel-$ 0.161 Excavation- Rock 26,800 CY 87$ 2,340,000$ 0.163 Surface Preparation 24,600 SF 2$ 60,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 2,400 CY 1,228$ 2,950,000$ By: HDRPage 3 of 12Low Watana (Expandable) Concrete Overbreak 12"H/6"V 770 CY 378$ 290,000$ Reinforcing Steel 120 TON 2,858$ 340,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 600 EA 1,235$ 740,000$ Rockbolts 1" @ 15' 270 EA 736$ 200,000$ Steel Mesh 20,700 SF 6$ 120,000$ Steel Support 29 TON 12,672$ 370,000$ 0.167 Drainage Holes 8,300 LF 48$ 400,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 3,400 CY 601$ 2,040,000$ 0.173 Surface Preparation Shafts 41,400 SF 3$ 140,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 1,040 CY 1,764$ 1,830,000$ Concrete Overbreak 6" 800 CY 882$ 710,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 650 EA 327$ 210,000$ 0.178 Structural Misc Steelwork 18 TON 15,602$ 280,000$ 0.179 Architectural- Enclosures 1 LS 199,317$ 200,000$ 0.17c Mechanical Hoist 2 EA 476,960$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,799$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation1 LS 1,714,814$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085$ 4,430,000$ 0.3 Permanent Town (included in 63.5)-$ 159,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 23,000 ACRE 3,006$ 69,130,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92$ 20,400,000$ Lower Tunnel-$ Rock 208,000 CY 92$ 19,200,000$ Excavate Concrete for Plug 700 CY 97$ 70,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49$ 550,000$ Upstream Lower Portal (Including Most Excav. for Upper Portal)-$ Rock Usable 108,000 CY 49$ 5,310,000$ Rock Waste 21,750 CY 49$ 1,070,000$ Downstream Portals-$ Overburden 17,000 CY 17$ 290,000$ Rock Usable 120,000 CY 49$ 5,900,000$ Rock Waste 28,000 CY 49$ 1,380,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 102$ 180,000$ Gate Chamber 4,700 CY 111$ 520,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97$ 1,860,000$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 12$ 270,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2$ 10,000$ Inclined 8,600 SF 3$ 30,000$ Upstream Lower Portal -$ Horizontal 1,300 SF 2$ -$ Inclined 14,900 SF 3$ 50,000$ Downstream Upper Portal-$ By: HDRPage 4 of 12Low Watana (Expandable) Horizontal 6,100 SF 2$ 10,000$ Inclined 20,500 SF 3$ 70,000$ Downstream Lower Portal-$ Horizontal 600 SF 2$ -$ Inclined 5,600 SF 3$ 20,000$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 27$ 110,000$ Cement 820 CF 81$ 70,000$ Grout Lower Tunnel Permanent Plugs-$ Drill Holes 2,050 LF 27$ 50,000$ Cement 410 CF 81$ 30,000$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 567$ 24,040,000$ Concrete Lining Overbreak 6" 10,200 CY 315$ 3,210,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 56,000 SF 5$ 290,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 567$ 21,320,000$ Concrete Lining for Plug 6,200 CY 428$ 2,660,000$ Concrete Lining Overbreak 6" 10,000 CY 315$ 3,150,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 57,900 SF 5$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 652$ 2,090,000$ Concrete Lining 1,300 CY 652$ 850,000$ Concrete Slab 750 CY 652$ 490,000$ Concrete Piers 800 CY 652$ 520,000$ Concrete Overbreak 12" H/6"V 300 CY 472$ 140,000$ Reinforcing Steel 400 TON 2,888$ 1,160,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 652$ 2,930,000$ Concrete Lining 3,000 CY 652$ 1,960,000$ Concrete Slab 300 CY 652$ 200,000$ Concrete Piers 700 CY 652$ 460,000$ Concrete Overbreak 12" H/6"V 350 CY 472$ 170,000$ Reinforcing Steel 600 TON 2,888$ 1,730,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 652$ 330,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 100 CY 472$ 50,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 652$ 1,630,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 150 CY 472$ 70,000$ Reinforcing Steel 170 TON 2,888$ 490,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 652$ 520,000$ Concrete Walls 2,300 CY 652$ 1,500,000$ Concrete Invert 1,200 CY 652$ 780,000$ Concrete Overbreak 12" H/6"V 410 CY 42$ 20,000$ Reinforcing Steel 280 TON 2,888$ 810,000$ Downstream Retaining Wall-$ Concrete Slab 200 CY 652$ 130,000$ Concrete Walls 2,000 CY 652$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472$ 50,000$ Reinforcing Steel 90 TON 2,888$ 260,000$ Emergency Release Chambers-$ By: HDRPage 5 of 12Low Watana (Expandable) Concrete Plug 15,300 CY 756$ 11,560,000$ 4" Shotcrete 2,790 SF 10$ 30,000$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5$ 70,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ Rockbolts 1" @ 12' 3,650 EA 528$ 1,930,000$ Rockbolts 1" @ 9' 620 EA 432$ 270,000$ Steel Mesh 217,100 SF 6$ 1,380,000$ Steel Support 220 TON 12,801$ 2,820,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528$ 1,870,000$ Rockbolts 1" @ 9' 600 EA 432$ 260,000$ Steel Mesh 210,200 SF 6$ 1,340,000$ Steel Support 213 TON 12,801$ 2,730,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 736$ 180,000$ Anchors 1" @ 25' 290 EA 1,235$ 360,000$ Upstream Upper Portal -$ Rockbolts 1" @ 15'-$ Anchors 1" @ 25' 130 EA 736$ 100,000$ Downstream Lower Portal-$ Rockbolts 1" @ 15' 200 EA 736$ 150,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 736$ 70,000$ Retaining Wall Anchors 1" @25' 100 EA 1,235$ 120,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,235$ 120,000$ Rockbolts 1" @ 15' 125 EA 736$ 90,000$ Steel Mesh 3,600 SF 6$ 20,000$ Steel Support 14 TON 12,801$ 180,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342$ 10,000$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528$ 410,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 39,900 SF 6$ 250,000$ Steel Support 55 TON 12,801$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 94$ 260,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120$ 10,150,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080$ 5,680,000$ Trashracks 1 LS 1,777,500$ 1,780,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200$ 140,000$ Stoplogs includes follower 1 LS 1,967,100$ 1,970,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950$ 80,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470$ 31,660,000$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 12$ 10,000$ 0.222 Fill-$ Rock Fill 38,400 CY 11$ 420,000$ Fine Filter 16,600 CY 37$ 610,000$ Coarse Filter 15,900 CY 30$ 480,000$ By: HDRPage 6 of 12Low Watana (Expandable) Rock Shell 196,500 CY 11$ 2,060,000$ Closure Dike 58,500 CY 11$ 640,000$ Rip Rap 21,200 CY 24$ 510,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 5$ 20,000$ slurry wall 43,600 SF 72$ 3,160,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685$ 5,810,000$ Dewatering Maintenance 1 LS 22,377,990$ 22,380,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ overburden 5,000 CY 12$ 60,000$ Rock 500 CY 10$ -$ Removal of Cofferdam 14,500 CY 13$ 200,000$ 0.232 Fill-$ Rip Rap1,800 CY 24$ 40,000$ Closure Dike 15,200 CY 11$ 170,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 5$ 10,000$ Slurry Wall16,500 SF 72$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 2,026,000 CY 12$ 23,360,000$ Overburden below el. 1470 5,320,000 CY 11$ 58,840,000$ Rock Usable above el. 1470 1,289,000 CY 43$ 55,470,000$ Rock Usable below el. 1470 478,000 CY 44$ 20,900,000$ Rock Waste above el. 1470 1,950,000 CY 43$ 83,910,000$ Rock Waste below el. 1470 869,500 CY 50$ 43,630,000$ 0.312 Fill- From 1985 FERC Application-$ Rip Rap (upstream) 733,802 CY 23$ 17,100,000$ Gravel (upstream) 11,950,489 CY 21$ 245,700,000$ Coarse Filter (upstream) 925,759 CY 29$ 26,720,000$ Fine Filter (upstream) 1,045,588 CY 38$ 39,640,000$ Core (impervious) 6,300,000 CY 25$ 159,830,000$ Fine Filter (downstream) 1,171,412 CY 38$ 44,410,000$ Coarse Filter (downstream) 1,074,241 CY 29$ 31,000,000$ Shell- Rock and Gravel 5,379,949 CY 19$ 103,190,000$ Shell- Rock From Other Sources 2,569,967 CY 10$ 25,930,000$ Cobbles (downstream Face) 950,100 CY 16$ 15,530,000$ Road Base 12,000 CY 34$ 410,000$ Frost Protection-$ Process Protection 960,000 CY 10$ 9,900,000$ Place Protection 960,000 CY 3$ 3,160,000$ Remove 1' Protect and Waste 93,000 CY 7$ 670,000$ Scarify Core Surface 193 ACRE 859$ 170,000$ Filter Fabric-$ Filter Fabric 592,000 SF 1$ 520,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 1,340,000 SF 3$ 4,170,000$ Under Core/Filters below el. 1500 490,000 SF 3$ 1,520,000$ Under Shell above el. 1500 4,149,000 SF 2$ 8,920,000$ Under Shell below el. 1500 2,067,000 SF 2$ 4,440,000$ Consolidation Grout-$ Drill Holes 550,000 LF 12$ 6,550,000$ Cement 550,000 CF 68$ 37,300,000$ Grout Curtain-$ Drill Holes 372,000 LF 27$ 9,950,000$ By: HDRPage 7 of 12Low Watana (Expandable) Cement 149,000 CF 81$ 12,080,000$ Dental Concrete-$ Dental Concrete 68,000 CY 365$ 24,840,000$ 0.317 Drainage-$ Holes 109,000 LF 51$ 5,590,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 8,100 CY 395$ 3,200,000$ Rock Inclined 9,000 CY 553$ 4,980,000$ Rock Vertical 1,600 CY 536$ 860,000$ Tunnels/ Shafts- Access -$ Rock Horizontal 10,400 CY 395$ 4,110,000$ Rock Inclined 1,600 CY 553$ 880,000$ Portals -$ Overburden Rock 2,900 CY 17$ 50,000$ Rock 800 CY 49$ 40,000$ 0.323 Surface Preparation-$ Portals -$ Horizontal 24 SF 2$ -$ Inclined 160 SF 3$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 800 CY 428$ 340,000$ Concrete Slab 1,800 CY 945$ 1,700,000$ Concrete Overbreak 6" 920 CY 756$ 700,000$ Reinforcing Steel 64 TON 2,888$ 180,000$ 2" Shotcrete 12,000 SF 5$ 60,000$ Tunnels-Access-$ Concrete Slab 1,280 CY 945$ 1,210,000$ Concrete Overbreak 6" 640 CY 756$ 480,000$ Reinforcing Steel 48 TON 2,888$ 140,000$ 2" Shotcrete 4,300 SF 5$ 20,000$ Shafts-$ 2" Shotcrete 4,000 SF 5$ 20,000$ Portals -$ Concrete 16 CY 406$ 10,000$ Reinforcing Steel 2 TON 2,888$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,400 EA 327$ 460,000$ Steel Mesh 2,400 SF 5$ 10,000$ Steel Support 16 TON 12,801$ 200,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 960 EA 327$ 310,000$ Steel Mesh 880 SF 5$ -$ Steel Support 16 TON 12,801$ 200,000$ Shafts -$ Rockbolts 3/4" @6' 280 EA 327$ 90,000$ Steel Mesh 800 SF 5$ -$ Portals -$ Rockbolts 1" @15' 24 EA 736$ 20,000$ 0.329 Architectural Portal Doors-$ Portal Doors 1 LS 33,900$ 30,000$ 0.33 Instrumentation -$ 0.331 Instrumentation1 LS 17,315,220$ 17,320,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ By: HDRPage 8 of 12Low Watana (Expandable) 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 12$ 30,000$ 0.412 Fill -$ Dump and Spread-$ Filter Material - 2' layer 2,200 CY 32$ 70,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 10$ 30,000$ Shore Protection -$ Rip Rap 24,000 CY 24$ 580,000$ Waste Rock 24,000 CY 23$ 550,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter 2,900,000 CY 34$ 98,170,000$ Fine Filter 2,180,000 CY 44$ 95,160,000$ Rip Rap 182,000 CY 24$ 4,420,000$ 0.443 Surface preparation-$ Foundation Prep -$ Clearing and Grubbing 460 ACRE 3,963$ 1,820,000$ Excavation 2,236,000 CY 16$ 34,930,000$ 1,718,000,000$ 0.5 Outlet Facilities0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 145,000,000$ 145,000,000$ 0.7 Surge Chamber1 LS 24,000,000$ 24,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 42,000,000$ 42,000,000$ 0.82 Penstocks1 LS 25,000,000$ 25,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 22,000,000$ 22,000,000$ 677,000,000$ 333Waterwheels, Turbines and Generators0.11 Turbines and Governors0.111 Supply4EA0.112 Install0.2 Generators and Exciters 0.21 Generators and Exciters (Supply and Install)0.211 Generators and Exciters 4 EA0.3 Total Bid From Vendor (includes all equipment in this category) 4 EA 74,200,000$ 297,000,000$ 297,000,000$ Average from acquired quotes334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 3,792,000$ 3,790,000$ 0.122 HV Power Cables and Accessories 1 LS 1,540,500$ 1,540,000$ 0.123 LV Power Cables and Accessories 1 LS 711,000$ 710,000$ 0.124 Control Cables and Accessories 1 LS 1,303,500$ 1,300,000$ 0.125 Grounding System 1 LS 177,750$ 180,000$ 0.13 Conduits and Fittings-$ -$ 0.131 Conduits and Fittings 1 LS 474,000$ 470,000$ 0.2 Switchgear and Control Equipment-$ -$ 0.21 Auxiliary Transformers-$ -$ 0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 4 EA 1,504,300$ 6,020,000$ 0.23 Surge Protectors and Generator Cubicles-$ -$ 0.231 Surge Protectors and Generator Cubicles 4 EA 50,000$ 200,000$ 0.24 Switch boards-$ -$ By: HDRPage 9 of 12Low Watana (Expandable) 0.241 Switch boards1 LS 924,300$ 920,000$ 0.25 Auxiliary Power Equipment-$ -$ 0.251 Auxiliary Power Equipment 4 EA 100,000$ 400,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ -$ 0.311 Control, relay and meter boards 4 EA 200,000$ 800,000$ 0.32 Computer Control System-$ -$ 0.321 Computer Control System-$ -$ 0.33 Supervisor and Telemeter System-$ -$ 0.331 Supervisor and Telemeter System-$ -$ -$ -$ 0.4 Power Transformers -$ -$ 0.41 Power Transformers -$ -$ 0.411 Power Transformers 7 EA 2,571,429$ 18,000,000$ -$ -$ 0.5 Lighting System-$ -$ 0.51 Powerhouse and Transformer Gallery-$ -$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 782,100$ 780,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard1 LS 213,300$ 210,000$ 0.712 Cables1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 41,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 4,977,000$ 4,980,000$ 0.12 Fire Protection Systems-$ -$ 0.121 Fire Protection Systems 1 LS 2,844,000$ 2,840,000$ 0.13 Compressed Air Systems -$ -$ 0.131 Compressed Air Systems 1 LS 3,555,000$ 3,560,000$ 0.14 Oil Handling Systems-$ -$ 0.141 Oil Handling Systems 1 LS 2,370,000$ 2,370,000$ 0.15 Drainage & Dewatering -$ -$ 0.151 Drainage & Dewatering 3 EA 1,738,000$ 5,210,000$ 0.16 Heating, Ventilation and Cooling System-$ -$ 0.161 Heating, Ventilation and Cooling System 1 LS 3,555,000$ 3,560,000$ 0.17 Miscellaneous-$ 0.171 Miscellaneous1 LS 2,370,000$ 2,370,000$ 0.2 Auxiliary Systems- Surface Facilities-$ 0.21 Auxiliary Systems- Surface Facilities-$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes -$ -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ By: HDRPage 10 of 12Low Watana (Expandable) 0.32 Elevators -$ -$ 0.321 Elevators 3 EA 181,700$ 550,000$ 0.33 Miscellaneous Cranes and Hoists-$ -$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ -$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment -$ -$ 0.5 Communications Equipment 1 LS 106,650$ 110,000$ -$ -$ 32,000,000$ 336Roads, Rails and Air Facilities -$ 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ 0.131 Site RoadsConstruction RoadsSite Roads20 Mile 750,000.00$ 15,000,000$ Maintenance141 MI/YRS 223,092.85$ 31,500,000$ 0.132 Permanent RoadsPermanent Roads 6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip 1 LS 2,000,000.00$ 2,000,000$ 232,000,000$ 350‐359Transmission Plant33 MILE5,700,000.00$ 188,100,000.00$ 2EA18,000,000.00$ 36,000,000.00$ 224,000,000$ General Plant389Land and Land RightsLand and Land Rights(incl in 330)390Structures and ImprovementsStructures and Improvements(incl in 331.2)391Office Furniture and EquipmentOffice Furniture and Equipment(incl in 399)392Transportation EquipmentTransportation Equipment(incl in 399)393Stores EquipmentStores Equipment(incl in 399)394Tools Shop and Garage EquipmentTools Shop and Garage Equipment(incl in 399)395Laboratory EquipmentLaboratory Equipment(incl in 399)By: HDRPage 11 of 12Low Watana (Expandable) 396Power-Operated EquipmentPower-Operated Equipment(incl in 399)397Communications EquipmentCommunications Equipment(incl in 399)398Miscellaneous EquipmentMiscellaneous Equipment(incl in 399)399Other Tangible PropertyOther Tangible Property1 LS 16,000,000$ 16,000,000$ Saved Maintenance1 LS (231,220)$ (230,000)$ -$ 16,000,000$ Indirect Costs61Temporary Construction FacilitiesTemporary Construction Facilities(incl in direct costs)62Construction Equipment Construction Equipment(incl in direct costs)63Main Construction Camp 0.1 Main Construction Camp1 LS 180,000,000$ 180,000,000$ 180,000,000$ 64Labor ExpenseLabor Expense65SuperintendenceSuperintendence66InsuranceInsurance68Mitigation Fishery, Terrestrial and Recrational)- Not Included1 LS 200,000,000$ -$ 69FeesFeesSubtotalContingency (20%)1 LS 821,000,000$ 821,000,000$ Subtotal71Engineering (4%), Enviornmental (2%), Regulatory(1%)1 LS 259,000,000$ 259,000,000$ 71aConstruction Management (4%)1 LS 148,000,000$ 148,000,000$ 72Legal Expenses75Taxes76Administrative & Gen. Expenses77Interest80Earnings/Expenses During ConstructionTotal Project Cost4,925,000,000$ Max Plant Capacity 600By: HDRPage 12 of 12Low Watana (Expandable) FERC Line # Sub CategoriesQuantity Units Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000$ 120,870,000$ 0.2 Land RightsIncluded Above0.3 Misc Charges in Credit Above Included Above-$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 122,500 CY 90$ 11,040,000$ Draft Tube Rock 25,200 CY 90$ 2,270,000$ 0.113 Surface Preparation/ Grouting-$ Powerhouse 99,000 SF 3$ 330,000$ Draft Tube 76,500 SF 3$ 250,000$ Grout Curtain- Drill holes 43,800 LF 28$ 1,210,000$ Grout Curtain- Cement 17,500 CF 81$ 1,420,000$ 0.114 Concrete and Shot Crete-$ Powerhouse Concrete 32,600 CY 693$ 22,590,000$ Powerhouse Concrete Overbreak 2,400 CY 447$ 1,070,000$ Powerhouse Reinforcing Steel 1,630 TON 2,858$ 4,660,000$ Powerhouse 4" Shotcrete 41,000 SF 10$ 420,000$ Draft Tube Concrete 12,000 CY 693$ 8,310,000$ Draft Tube Concrete Overbreak 2,500 CY 447$ 1,120,000$ Draft Tube Reinforcing Steel 990 TON 2,858$ 2,830,000$ Draft Tube 2" Shotcrete 6,100 SF 5$ 30,000$ 0.115 Support and Anchors-$ Powerhouse Rockbolts 1" @ 25' Hy 970 EA 1,235$ 1,200,000$ Powerhouse Rockbolts 1" @ 15' 1,970 EA 736$ 1,450,000$ Powerhouse Steel Mesh 44,600 SF 6$ 260,000$ Powerhouse Steel Support 137 TON 12,672$ 1,740,000$ Draft Tube Rockbolts 1" @ 25' Hy 150 EA 1,235$ 190,000$ Draft Tube Rockbolts 1" @ 12' 390 EA 528$ 210,000$ Draft Tube Rockbolts 1" @ 9' 190 EA 432$ 80,000$ Draft Tube Steel Mesh 18,900 SF 7$ 120,000$ 0.117 Holes (U/S of Powerhouse) 15,000 LF 51$ 770,000$ Holes (Powerhouse Crown) 28,500 LF 51$ 1,460,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 4 SETS 427,880$ 1,710,000$ Draft Tube Gate Guides 6 SETS 202,680$ 1,220,000$ Draft Tube Crane 1 LS 1,140,000$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 50,250 CY 97$ 4,900,000$ Transformer Gallery Tunnel 17,750 CY 97$ 1,730,000$ Grouting Gallery Tunnel 1,900 CY 396$ 750,000$ Surge Chamber Access Tunnel 7,250 CY 145$ 1,050,000$ Penstock Access Tunnel 61,500 CY 145$ 8,930,000$ Watana (6 Turbines)DescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates based on 1982 quantities By: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.2008 DollarsBy: HDRDate: 10/15/2009By: HDRPage 1 of 12Full Watana Penstock Elbow Access Tunnel 15,000 CY 145$ 2,180,000$ Access Shaft Tunnel 1,300 CY 145$ 190,000$ Connector Tunnel 1,900 CY 379$ 720,000$ Portals Overburden 6,000 CY 17$ 100,000$ Portals Rock 3,000 CY 49$ 150,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 53,100 SF 2$ 120,000$ Penstock Access Slab 65,200 SF 2$ 140,000$ Horizontal Portal 200 SF 2$ -$ Inclined Portal 2,100 SF 3$ 10,000$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 30 CY 406$ 10,000$ Concrete Walls 570 CY 406$ 230,000$ Concrete Overbreak 50 CY 368$ 20,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Tunnels-$ Concrete Slab Main Tunnel 1,950 CY 504$ 980,000$ Concrete Plugs Penstock Elbow ACC 15,000 CY 756$ 11,340,000$ Concrete Overbreak Main Tunnel 6" 1,000 CY 346$ 350,000$ Reinforcing Steel 70 TON 2,888$ 200,000$ 2 " Shotcrete Main Tunnel 20,100 SF 5$ 110,000$ 2 " Shotcrete Transformer Gal 7,100 SF 5$ 40,000$ 2 " Shotcrete Surge Chamber Acc 3,900 SF 5$ 20,000$ 2 " Shotcrete Penstock Access 24,700 SF 5$ 130,000$ 2 " Shotcrete Penstock Elbow Acc 7,100 SF 5$ 40,000$ 2 " Shotcrete Access Shaft 300 SF 5$ -$ 2 " Shotcrete Grout Gallery 800 SF 5$ -$ 2 " Shotcrete Connector Tunnel 800 SF 5$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 1,200 EA 528$ 630,000$ Rockbolts 1" @ 9' 250 EA 432$ 110,000$ Steel Mesh 63,000 SF 6$ 400,000$ Steel Support 66 TON 12,801$ 840,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 50 EA 736$ 40,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 410 EA 528$ 220,000$ Rockbolts 1" @ 9' 70 EA 432$ 30,000$ Steel Mesh 22,500 SF 6$ 130,000$ Steel Support 24 TON 12,801$ 310,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 230 EA 528$ 120,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 12,050 SF 6$ 80,000$ Steel Support 14 TON 12,801$ 180,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 1,430 EA 528$ 760,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 77,500 SF 6$ 490,000$ Steel Support 58 TON 12,801$ 740,000$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 420 EA 528$ 220,000$ Rockbolts 1" @ 9' 120 EA 432$ 50,000$ By: HDRPage 2 of 12Full Watana Steel Mesh 22,500 SF 6$ 140,000$ Steel Support 30 TON 12,801$ 380,000$ Access Shaft Tunnel-$ Rockbolts 1" @12' 20 EA 528$ 10,000$ Rockbolts 1" @ 9' 20 EA 432$ 10,000$ Steel Mesh 930 SF 6$ 10,000$ Steel Support 8 TON 12,801$ 100,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,372$ 320,000$ 0.12c Mechanical Ventilation System Included in (63.81 and 63.82)0.13 Access Shaft-$ 0.131 Excavation Rock 13,700 CY 228$ 3,120,000$ 0.133 Surface Preparation Shaft 64,000 SF 3$ 210,000$ 0.134 Concrete and Shot Crete-$ Concrete Lining 3,350 CY 945$ 3,170,000$ Concrete Overbreak 6" 1,220 CY 551$ 670,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 1,050 EA 327$ 340,000$ 0.138 Structural Misc Steelwork 50 TON 7,395$ 370,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation1,150 CY 589$ 680,000$ 0.143 Surface Preparation 2,800 SF 2$ 10,000$ 0.144 Concrete & Shotcrete-$ Concrete 250 CY 964$ 240,000$ Concrete Overbreak 6" 45 CY 406$ 20,000$ Reinforcing Steel 10 TON 2,858$ 30,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 25 EA 528$ 10,000$ Rockbolts 1" @ 9' 10 EA 432$ -$ Steel Mesh 1,200 SF 6$ 10,000$ Steel Support 2 TON 12,672$ 30,000$ 0.148 Misc Steelwork1 LS 73,298$ 70,000$ 0.14c Mechanical Piping/Valves (Included in 335.12)0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 2,700 CY 214$ 580,000$ Rock Inclined 1,300 CY 601$ 780,000$ 0.153 Surface Preparation- Tunnels 7,100 SF 3$ 20,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 350 CY 819$ 290,000$ Concrete Overbreak 12" 250 CY 472$ 120,000$ Reinforcing Steel 18 TON 2,858$ 50,000$ 2" Shotcrete 2,200 SF 5$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 60 EA 1,235$ 70,000$ Rockbolts 1" @ 12' 140 EA 528$ 70,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 6,800 SF 6$ 40,000$ Steel Support 11 TON 12,672$ 140,000$ 0.16 Transformer Gallery Tunnel-$ 0.161 Excavation- Rock 26,800 CY 87$ 2,340,000$ 0.163 Surface Preparation 24,600 SF 2$ 60,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 2,400 CY 1,228$ 2,950,000$ By: HDRPage 3 of 12Full Watana Concrete Overbreak 12"H/6"V 770 CY 378$ 290,000$ Reinforcing Steel 120 TON 2,858$ 340,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 600 EA 1,235$ 740,000$ Rockbolts 1" @ 15' 270 EA 736$ 200,000$ Steel Mesh 20,700 SF 6$ 120,000$ Steel Support 29 TON 12,672$ 370,000$ 0.167 Drainage Holes 8,300 LF 48$ 400,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 3,400 CY 601$ 2,040,000$ 0.173 Surface Preparation Shafts 41,400 SF 3$ 140,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 1,040 CY 1,764$ 1,830,000$ Concrete Overbreak 6" 800 CY 882$ 710,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 650 EA 327$ 210,000$ 0.178 Structural Misc Steelwork 18 TON 15,602$ 280,000$ 0.179 Architectural- Enclosures 1 LS 199,317$ 200,000$ 0.17c Mechanical Hoist 2 EA 476,960$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,799$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation1 LS 1,714,814$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085$ 4,430,000$ 0.3 Permanent Town (included in 63.5)-$ 159,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 37,500 ACRE 3,006$ 112,720,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92$ 20,400,000$ Lower Tunnel-$ Rock 208,000 CY 92$ 19,200,000$ Excavate Concrete for Plug 700 CY 97$ 70,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49$ 550,000$ Upstream Lower Portal (Including Most excavation for Upper Portal) -$ Rock Usable 108,000 CY 49$ 5,310,000$ Rock Waste 21,750 CY 49$ 1,070,000$ Downstream Portals-$ Overburden 17,000 CY 17$ 290,000$ Rock Usable 120,000 CY 49$ 5,900,000$ Rock Waste 28,000 CY 49$ 1,380,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 102$ 180,000$ Gate Chamber 4,700 CY 111$ 520,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97$ 1,860,000$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 12$ 270,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2$ 10,000$ Inclined 8,600 SF 3$ 30,000$ Upstream Lower Portal -$ Horizontal 1,300 SF 2$ -$ Inclined 14,900 SF 3$ 50,000$ Downstream Upper Portal-$ Horizontal 6,100 SF 2$ 10,000$ Inclined 20,500 SF 3$ 70,000$ By: HDRPage 4 of 12Full Watana Downstream Lower Portal-$ Horizontal 600 SF 2$ -$ Inclined 5,600 SF 3$ 20,000$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 27$ 110,000$ Cement 820 CF 81$ 70,000$ Grout Lower Tunnel Permanent Plugs-$ Drill Holes 2,050 LF 27$ 50,000$ Cement 410 CF 81$ 30,000$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 567$ 24,040,000$ Concrete Lining Overbreak 6" 10,200 CY 315$ 3,210,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 56,000 SF 5$ 290,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 567$ 21,320,000$ Concrete Lining for Plug 6,200 CY 428$ 2,660,000$ Concrete Lining Overbreak 6" 10,000 CY 315$ 3,150,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 57,900 SF 5$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 652$ 2,090,000$ Concrete Lining 1,300 CY 652$ 850,000$ Concrete Slab 750 CY 652$ 490,000$ Concrete Piers 800 CY 652$ 520,000$ Concrete Overbreak 12" H/6"V 300 CY 472$ 140,000$ Reinforcing Steel 400 TON 2,888$ 1,160,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 652$ 2,930,000$ Concrete Lining 3,000 CY 652$ 1,960,000$ Concrete Slab 300 CY 652$ 200,000$ Concrete Piers 700 CY 652$ 460,000$ Concrete Overbreak 12" H/6"V 350 CY 472$ 170,000$ Reinforcing Steel 600 TON 2,888$ 1,730,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 652$ 330,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 100 CY 472$ 50,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 652$ 1,630,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 150 CY 472$ 70,000$ Reinforcing Steel 170 TON 2,888$ 490,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 652$ 520,000$ Concrete Walls 2,300 CY 652$ 1,500,000$ Concrete Invert 1,200 CY 652$ 780,000$ Concrete Overbreak 12" H/6"V 410 CY 42$ 20,000$ Reinforcing Steel 280 TON 2,888$ 810,000$ Downstream Retaining Wall-$ Concrete Slab 200 CY 652$ 130,000$ Concrete Walls 2,000 CY 652$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472$ 50,000$ Reinforcing Steel 90 TON 2,888$ 260,000$ Emergency Release Chambers-$ Concrete Plug 15,300 CY 756$ 11,560,000$ 4" Shotcrete 2,790 SF 10$ 30,000$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5$ 70,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ By: HDRPage 5 of 12Full Watana Rockbolts 1" @ 12' 3,650 EA 528$ 1,930,000$ Rockbolts 1" @ 9' 620 EA 432$ 270,000$ Steel Mesh 217,100 SF 6$ 1,380,000$ Steel Support 220 TON 12,801$ 2,820,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528$ 1,870,000$ Rockbolts 1" @ 9' 600 EA 432$ 260,000$ Steel Mesh 210,200 SF 6$ 1,340,000$ Steel Support 213 TON 12,801$ 2,730,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 736$ 180,000$ Anchors 1" @ 25' 290 EA 1,235$ 360,000$ Upstream Upper Portal -$ Rockbolts 1" @ 15'(Included in Lower Portal)Anchors 1" @ 25' 130 EA 1,235$ 160,000$ Downstream Lower Portal-$ Rockbolts 1" @ 15' 200 EA 736$ 150,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 736$ 70,000$ Retaining Wall Anchors 1" @25' 100 EA 1,235$ 120,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,235$ 120,000$ Rockbolts 1" @ 15' 125 EA 736$ 90,000$ Steel Mesh 3,600 SF 6$ 20,000$ Steel Support 14 TON 12,801$ 180,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342$ 10,000$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528$ 410,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 39,900 SF 6$ 250,000$ Steel Support 55 TON 12,801$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 94$ 260,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120$ 10,150,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080$ 5,680,000$ Trashracks 1 LS 1,777,500$ 1,780,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200$ 140,000$ Stoplogs includes follower 1 LS 1,967,100$ 1,970,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950$ 80,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470$ 31,660,000$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 12$ 10,000$ 0.222 Fill-$ Rock Fill 38,400 CY 11$ 420,000$ Fine Filter 16,600 CY 37$ 610,000$ Coarse Filter 15,900 CY 30$ 480,000$ Rock Shell 196,500 CY 11$ 2,060,000$ Closure Dike 58,500 CY 11$ 640,000$ Rip Rap 21,200 CY 24$ 510,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 5$ 20,000$ slurry wall 43,600 SF 72$ 3,160,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685$ 5,810,000$ By: HDRPage 6 of 12Full Watana Dewatering Maintenance 1 LS 22,377,990$ 22,380,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ overburden 5,000 CY 12$ 60,000$ Rock 500 CY 10$ -$ Removal of Cofferdam 14,500 CY 13$ 200,000$ 0.232 Fill-$ Rip Rap1,800 CY 24$ 40,000$ Closure Dike 15,200 CY 11$ 170,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 5$ 10,000$ Slurry Wall16,500 SF 72$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 2,026,000 CY 12$ 23,360,000$ Overburden below el. 1470 5,320,000 CY 11$ 58,840,000$ Rock Usable above el. 1470 1,289,000 CY 43$ 55,470,000$ Rock Usable below el. 1470 478,000 CY 44$ 20,900,000$ Rock Waste above el. 1470 1,950,000 CY 43$ 83,910,000$ Rock Waste below el. 1470 869,500 CY 50$ 43,630,000$ 0.312 Fill- 1982 Acres Feasibility Study-$ Rip Rap (upstream) 1,547,000 CY 23$ 36,050,000$ Gravel (upstream) 25,194,000 CY 21$ 517,990,000$ Coarse Filter (upstream) 1,646,000 CY 29$ 47,500,000$ Fine Filter (upstream) 2,011,000 CY 38$ 76,240,000$ Core (impervious) 8,254,000 CY 25$ 209,400,000$ Fine Filter (downstream) 2,253,000 CY 38$ 85,410,000$ Coarse Filter (downstream) 1,910,000 CY 29$ 55,120,000$ Shell- Rock and Gravel 11,342,000 CY 19$ 217,540,000$ Shell- Rock From Other Sources 5,418,000 CY 10$ 54,670,000$ Cobbles (downstream Face) 2,003,000 CY 16$ 32,750,000$ Road Base 12,000 CY 34$ 410,000$ Frost Protection-$ Process Protection 960,000 CY 10$ 9,900,000$ Place Protection 960,000 CY 3$ 3,160,000$ Remove 1' Protect and Waste 93,000 CY 7$ 670,000$ Scarify Core Surface 193 ACRE 859$ 170,000$ Filter Fabric-$ Filter Fabric 740,000 SF 1$ 650,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 1,675,000 SF 3$ 5,210,000$ Under Core/Filters below el. 1500 613,000 SF 3$ 1,910,000$ Under Shell above el. 1500 5,186,000 SF 2$ 11,150,000$ Under Shell below el. 1500 2,584,000 SF 2$ 5,560,000$ Consolidation Grout-$ Drill Holes 687,000 LF 12$ 8,180,000$ Cement 687,000 CF 68$ 46,590,000$ Grout Curtain-$ Drill Holes 465,000 LF 27$ 12,440,000$ Cement 186,000 CF 81$ 15,080,000$ Dental Concrete-$ Dental Concrete 85,000 CY 365$ 31,050,000$ 0.317 Drainage-$ Holes 136,000 LF 51$ 6,980,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 10,100 CY 395$ 3,990,000$ Rock Inclined 11,300 CY 553$ 6,250,000$ Rock Vertical 2,000 CY 536$ 1,070,000$ Tunnels/ Shafts- Access -$ By: HDRPage 7 of 12Full Watana Rock Horizontal 13,000 CY 395$ 5,130,000$ Rock Inclined 2,000 CY 553$ 1,110,000$ Portals -$ Overburden Rock 3,600 CY 17$ 60,000$ Rock 1,000 CY 49$ 50,000$ 0.323 Surface Preparation-$ Portals -$ Horizontal 30 SF 2$ -$ Inclined 200 SF 3$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 1,000 CY 428$ 430,000$ Concrete Slab 2,300 CY 945$ 2,170,000$ Concrete Overbreak 6" 1,150 CY 756$ 870,000$ Reinforcing Steel 80 TON 2,888$ 230,000$ 2" Shotcrete 15,000 SF 5$ 80,000$ Tunnels-Access-$ Concrete Slab 1,600 CY 945$ 1,510,000$ Concrete Overbreak 6" 800 CY 756$ 600,000$ Reinforcing Steel 60 TON 2,888$ 170,000$ 2" Shotcrete 5,400 SF 5$ 30,000$ Shafts-$ 2" Shotcrete 5,000 SF 5$ 30,000$ Portals -$ Concrete 20 CY 406$ 10,000$ Reinforcing Steel 2 TON 2,888$ 10,000$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,800 EA 327$ 590,000$ Steel Mesh 3,000 SF 5$ 20,000$ Steel Support 20 TON 12,801$ 260,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 1,200 EA 327$ 390,000$ Steel Mesh 1,100 SF 5$ 10,000$ Steel Support 20 TON 12,801$ 260,000$ Shafts -$ Rockbolts 3/4" @6' 350 EA 327$ 110,000$ Steel Mesh 1,000 SF 5$ 10,000$ Portals -$ Rockbolts 1" @15' 30 EA 736$ 20,000$ 0.329 Architectural Portal Doors-$ Portal Doors 2 EA 42,124$ 80,000$ 0.33 Instrumentation -$ 0.331 Instrumentation1 LS 21,643,077$ 21,640,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 12$ 30,000$ 0.412 Fill -$ Dump and Spread-$ Filter Material - 2' layer 2,200 CY 32$ 70,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 10$ 30,000$ Shore Protection -$ Rip Rap 24,000 CY 24$ 580,000$ Waste Rock 24,000 CY 23$ 550,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter 2,900,000 CY 34$ 98,170,000$ Fine Filter 2,180,000 CY 44$ 95,160,000$ Rip Rap 182,000 CY 24$ 4,420,000$ 0.443 Surface preparation-$ Foundation Prep -$ By: HDRPage 8 of 12Full Watana Clearing and Grubbing 460 ACRE 3,963$ 1,820,000$ Excavation 2,236,000 CY 16$ 34,930,000$ 0.52,424,000,000$ 0.5 Outlet Facilities0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 145,000,000$ 145,000,000$ 0.7 Surge Chamber1 LS 24,000,000$ 24,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 42,000,000$ 42,000,000$ 0.82 Penstocks1 LS 25,000,000$ 25,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 22,000,000$ 22,000,000$ 677,000,000$ 333Waterwheels, Turbines and Generators0.11 Turbines and Governors0.111 Supply6EA0.112 Install6EA0.2 Generators and Exciters 0.21 Generators and Exciters (Supply and Install)0.211 Generators and Exciters 6 EA 79,100,000$ 475,000,000$ Average from acquired quotes475,000,000$ 334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below) (Included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 7,584,000$ 7,580,000$ 0.122 HV Power Cables and Accessories 1 LS 3,081,000$ 3,080,000$ 0.123 LV Power Cables and Accessories 1 LS 1,422,000$ 1,420,000$ 0.124 Control Cables and Accessories 1 LS 2,607,000$ 2,610,000$ 0.125 Grounding System 1 LS 355,500$ 360,000$ 0.13 Conduits and Fittings-$ 0.131 Conduits and Fittings 1 LS 948,000$ 950,000$ 0.2 Switchgear and Control Equipment-$ 0.21 Auxiliary Transformers-$ 0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 6 EA 1,504,300$ 9,030,000$ 0.23 Surge Protectors and Generator Cubicles-$ 0.231 Surge Protectors and Generator Cubicles 6 EA 50,000$ 300,000$ 0.24 Switch boards-$ 0.241 Switch boards1 LS 1,848,600$ 1,850,000$ 0.25 Auxiliary Power Equipment-$ 0.251 Auxiliary Power Equipment 6 EA 100,000$ 600,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ 0.311 Control, relay and meter boards 6 EA 200,000$ 1,200,000$ 0.32 Computer Control System-$ 0.321 Computer Control System (Included in Trans-Ems)0.33 Supervisor and Telemeter System0.331 Supervisor and Telemeter System Included in Trans EMS)-$ 0.4 Power Transformers -$ 0.41 Power Transformers -$ 0.411 Power Transformers 10 EA 3,600,000$ 36,000,000$ -$ 0.5 Lighting System-$ By: HDRPage 9 of 12Full Watana 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 782,100$ 780,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard1 LS 213,300$ 210,000$ 0.712 Cables1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 72,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 4,977,000$ 4,980,000$ 0.12 Fire Protection Systems-$ 0.121 Fire Protection Systems 1 LS 2,844,000$ 2,840,000$ 0.13 Compressed Air Systems -$ 0.131 Compressed Air Systems 1 LS 3,555,000$ 3,560,000$ 0.14 Oil Handling Systems-$ 0.141 Oil Handling Systems 1 LS 2,370,000$ 2,370,000$ 0.15 Drainage & Dewatering -$ 0.151 Drainage & Dewatering 3 EA 1,738,000$ 5,210,000$ 0.16 Heating, Ventilation and Cooling System-$ 0.161 Heating, Ventilation and Cooling System 1 LS 3,555,000$ 3,560,000$ 0.17 Miscellaneous-$ 0.171 Miscellaneous1 LS 2,370,000$ 2,370,000$ 0.2 Auxiliary Systems- Surface Facilities-$ 0.21 Auxiliary Systems- Surface Facilities-$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ 0.32 Elevators -$ 0.321 Elevators 3 EA 181,700$ 550,000$ 0.33 Miscellaneous Cranes and Hoists-$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment (Included in Mechanical And Electrical Systems)0.5 Communications Equipment 1 LS 213,300$ 210,000$ -$ 32,000,000$ 336Roads, Rails and Air Facilities 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ 0.131 Site RoadsConstruction RoadsBy: HDRPage 10 of 12Full Watana Site Roads20 Mile 750,000.00$ 15,000,000$ Maintenance141 MI/YRS 223,092.85$ 31,500,000$ 0.132 Permanent RoadsPermanent Roads 6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip 1 LS 2,000,000.00$ 2,000,000$ Additional Maintenance1 LS 48,000,000.00$ 48,000,000$ 280,000,000$ 350‐359Transmission Plant33 MILE9,000,000.00$ 297,000,000.00$ 2EA28,000,000.00$ 56,000,000.00$ 353,000,000.00$ General Plant-$ -$ 389Land and Land Rights-$ Land and Land Rights-$ -$ 390Structures and Improvements-$ Structures and Improvements-$ -$ 391Office Furniture and Equipment-$ Office Furniture and Equipment-$ -$ 392Transportation Equipment-$ Transportation Equipment-$ -$ 393Stores Equipment-$ Stores Equipment-$ -$ 394Tools Shop and Garage Equipment-$ Tools Shop and Garage Equipment-$ -$ 395Laboratory Equipment-$ Laboratory Equipment-$ -$ 396Power-Operated Equipment-$ Power-Operated Equipment-$ -$ 397Communications Equipment-$ Communications Equipment-$ -$ 398Miscellaneous Equipment-$ Miscellaneous Equipment-$ -$ 399Other Tangible Property-$ Other Tangible Property1 LS 20,000,000$ 20,000,000$ Saved Maintenance1 LS (231,220)$ (230,000)$ -$ 20,000,000$ Indirect Costs-$ -$ By: HDRPage 11 of 12Full Watana 61Temporary Construction Facilities-$ Temporary Construction Facilities-$ -$ 62Construction Equipment-$ Construction Equipment-$ -$ 63Main Construction Camp-$ Main Construction Camp1 LS 210,000,000$ 210,000,000$ 64Labor Expense210,000,000$ Labor Expense (Included In Direct Costs)65SuperintendenceSuperintendence (Included In Direct Costs)66InsuranceInsurance(Included In Direct Costs)68Mitigation Fishery, Terrestrial and Recreational)- Not Included-$ 69FeesFeesSubtotal20%1,071,000,000$ Subtotal71Engineering (4%), Environmental (2%), Regulatory(1%)1 LS 338,000,000$ 338,000,000$ 71aConstruction Management (4%)1 LS 193,000,000$ 193,000,000$ 72Legal Expenses0%75Taxes0%76Administrative & Gen. Expenses0%77Interest0%80Earnings/Expenses During Construction0%Total Project Cost6,425,000,000$ Max Plant Capacity 1200By: HDRPage 12 of 12Full Watana FERC Line # Sub CategoriesQuantity Units 2008 Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000.00$ 120,900,000$ 0.2 Land Rights-$ 0.3 Misc Charges in Credit Above-$ -$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 122,500 CY 90$ 11,040,000$ Draft Tube Rock 25,200 CY 90$ 2,270,000$ 0.113 Surface Preparation/ Grouting-$ Powerhouse 99,000 SF 3$ 330,000$ Draft Tube 76,500 SF 3$ 250,000$ Grout Curtain- Drill holes 43,800 LF 28$ 1,210,000$ Grout Curtain- Cement 17,500 CF 81$ 1,420,000$ 0.114 Concrete and Shot Crete-$ Powerhouse Concrete 32,600 CY 693$ 22,590,000$ Powerhouse Concrete Overbreak 2,400 CY 447$ 1,070,000$ Powerhouse Reinforcing Steel 1,630 TON 2,858$ 4,660,000$ Powerhouse 4" Shotcrete 41,000 SF 10$ 420,000$ Draft Tube Concrete 12,000 CY 693$ 8,310,000$ Draft Tube Concrete Overbreak 2,500 CY 447$ 1,120,000$ Draft Tube Reinforcing Steel 990 TON 2,858$ 2,830,000$ Draft Tube 2" Shotcrete 6,100 SF 5$ 30,000$ 0.115 Support and Anchors-$ Powerhouse Rockbolts 1" @ 25' Hy 970 EA 1,235$ 1,200,000$ Powerhouse Rockbolts 1" @ 15' 1,970 EA 736$ 1,450,000$ Powerhouse Steel Mesh 44,600 SF 6$ 260,000$ Powerhouse Steel Support 137 TON 12,672$ 1,740,000$ Draft Tube Rockbolts 1" @ 25' Hy 150 EA 1,235$ 190,000$ Draft Tube Rockbolts 1" @ 12' 390 EA 528$ 210,000$ Draft Tube Rockbolts 1" @ 9' 190 EA 432$ 80,000$ Draft Tube Steel Mesh 18,900 SF 7$ 120,000$ 0.117 Holes (U/S of Powerhouse) 15,000 LF 51$ 770,000$ Holes (Powerhouse Crown) 28,500 LF 51$ 1,460,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 4 SETS 427,880$ 1,710,000$ Draft Tube Gate Guides 6 SETS 202,680$ 1,220,000$ Draft Tube Crane 1 LS 1,140,000$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 50,250 CY 97$ 4,900,000$ Transformer Gallery Tunnel 17,750 CY 97$ 1,730,000$ Grouting Gallery Tunnel 1,900 CY 396$ 750,000$ Surge Chamber Access Tunnel 7,250 CY 145$ 1,050,000$ 2008 DollarsWatana-Devil Canyon (6 Turbines Watana 4 Turbines Devil Canyon)WatanaDescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates based on 1982 quantities By: HDRBy: Leanne Andruszkiewicz, E.I.T. Checked By: Kellen Roberts, E.I.T.Date: 10/15/2009By: HDR1 of 26Watana‐Devil Canyon Penstock Access Tunnel 61,500 CY 145$ 8,930,000$ Penstock Elbow Access Tunnel 15,000 CY 145$ 2,180,000$ Access Shaft Tunnel 1,300 CY 145$ 190,000$ Connector Tunnel 1,900 CY 379$ 720,000$ Portals Overburden 6,000 CY 17$ 100,000$ Portals Rock 3,000 CY 49$ 150,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 53,100 SF 2$ 120,000$ Penstock Access Slab 65,200 SF 2$ 140,000$ Horizontal Portal 200 SF 2$ -$ Inclined Portal 2,100 SF 3$ 10,000$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 30 CY 406$ 10,000$ Concrete Walls 570 CY 406$ 230,000$ Concrete Overbreak 50 CY 368$ 20,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Tunnels-$ Concrete Slab Main Tunnel 1,950 CY 504$ 980,000$ Concrete Plugs Penstock Elbow ACC 15,000 CY 756$ 11,340,000$ Concrete Overbreak Main Tunnel 6" 1,000 CY 346$ 350,000$ Reinforcing Steel 70 TON 2,888$ 200,000$ 2 " Shotcrete Main Tunnel 20,100 SF 5$ 110,000$ 2 " Shotcrete Transformer Gal 7,100 SF 5$ 40,000$ 2 " Shotcrete Surge Chamber Acc 3,900 SF 5$ 20,000$ 2 " Shotcrete Penstock Access 24,700 SF 5$ 130,000$ 2 " Shotcrete Penstock Elbow Acc 7,100 SF 5$ 40,000$ 2 " Shotcrete Access Shaft 300 SF 5$ -$ 2 " Shotcrete Grout Gallery 800 SF 5$ -$ 2 " Shotcrete Connector Tunnel 800 SF 5$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 1,200 EA 528$ 630,000$ Rockbolts 1" @ 9' 250 EA 432$ 110,000$ Steel Mesh 63,000 SF 6$ 400,000$ Steel Support 66 TON 12,801$ 840,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 50 EA 736$ 40,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 410 EA 528$ 220,000$ Rockbolts 1" @ 9' 70 EA 432$ 30,000$ Steel Mesh 22,500 SF 6$ 130,000$ Steel Support 24 TON 12,801$ 310,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 230 EA 528$ 120,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 12,050 SF 6$ 80,000$ Steel Support 14 TON 12,801$ 180,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 1,430 EA 528$ 760,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 77,500 SF 6$ 490,000$ Steel Support 58 TON 12,801$ 740,000$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 420 EA 528$ 220,000$ By: HDR2 of 26Watana‐Devil Canyon Rockbolts 1" @ 9' 120 EA 432$ 50,000$ Steel Mesh 22,500 SF 6$ 140,000$ Steel Support 30 TON 12,801$ 380,000$ Access Shaft Tunnel-$ Rockbolts 1" @12' 20 EA 528$ 10,000$ Rockbolts 1" @ 9' 20 EA 432$ 10,000$ Steel Mesh 930 SF 6$ 10,000$ Steel Support 8 TON 12,801$ 100,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327$ 50,000$ Steel Mesh 160 SF 6$ -$ Steel Support 2 TON 12,801$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,372$ 320,000$ 0.12c Mechanical Ventilation System Included in (63.81 and 63.82)0.13 Access Shaft-$ 0.131 Excavation Rock 13,700 CY 228$ 3,120,000$ 0.133 Surface Preparation Shaft 64,000 SF 3$ 210,000$ 0.134 Concrete and Shot Crete-$ Concrete Lining 3,350 CY 945$ 3,170,000$ Concrete Overbreak 6" 1,220 CY 551$ 670,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 1,050 EA 327$ 340,000$ 0.138 Structural Misc Steelwork 50 TON 7,395$ 370,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation 1,150 CY 589$ 680,000$ 0.143 Surface Preparation 2,800 SF 2$ 10,000$ 0.144 Concrete & Shotcrete-$ Concrete 250 CY 964$ 240,000$ Concrete Overbreak 6" 45 CY 406$ 20,000$ Reinforcing Steel 10 TON 2,858$ 30,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 25 EA 528$ 10,000$ Rockbolts 1" @ 9' 10 EA 432$ -$ Steel Mesh 1,200 SF 6$ 10,000$ Steel Support 2 TON 12,672$ 30,000$ 0.148 Misc Steelwork 1 LS 73,298$ 70,000$ 0.14c Mechanical Piping/Valves (Included in 335.12)0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 2,700 CY 214$ 580,000$ Rock Inclined 1,300 CY 601$ 780,000$ 0.153 Surface Preparation- Tunnels 7,100 SF 3$ 20,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 350 CY 819$ 290,000$ Concrete Overbreak 12" 250 CY 472$ 120,000$ Reinforcing Steel 18 TON 2,858$ 50,000$ 2" Shotcrete 2,200 SF 5$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 60 EA 1,235$ 70,000$ Rockbolts 1" @ 12' 140 EA 528$ 70,000$ Rockbolts 1" @ 9' 50 EA 432$ 20,000$ Steel Mesh 6,800 SF 6$ 40,000$ Steel Support 11 TON 12,672$ 140,000$ 0.16 Transformer Gallery Tunnel-$ 0.161 Excavation- Rock 26,800 CY 87$ 2,340,000$ 0.163 Surface Preparation 24,600 SF 2$ 60,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 2,400 CY 1,228$ 2,950,000$ By: HDR3 of 26Watana‐Devil Canyon Concrete Overbreak 12"H/6"V 770 CY 378$ 290,000$ Reinforcing Steel 120 TON 2,858$ 340,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 600 EA 1,235$ 740,000$ Rockbolts 1" @ 15' 270 EA 736$ 200,000$ Steel Mesh 20,700 SF 6$ 120,000$ Steel Support 29 TON 12,672$ 370,000$ 0.167 Drainage Holes 8,300 LF 48$ 400,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 3,400 CY 601$ 2,040,000$ 0.173 Surface Preparation Shafts 41,400 SF 3$ 140,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 1,040 CY 1,764$ 1,830,000$ Concrete Overbreak 6" 800 CY 882$ 710,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 650 EA 327$ 210,000$ 0.178 Structural Misc Steelwork 18 TON 15,602$ 280,000$ 0.179 Architectural- Enclosures 1 LS 199,317$ 200,000$ 0.17c Mechanical Hoist 2 EA 476,960$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,799$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation 1 LS 1,714,814$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085$ 4,430,000$ 0.3 Permanent Town (included in 63.5)-$ 159,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 37,500 ACRE 3,005.85$ 112,700,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92.33$ 20,400,000$ Lower Tunnel-$ Rock 208,000 CY 92.33$ 19,200,000$ Excavate Concrete for Plug 700 CY 96.92$ 100,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49.16$ 600,000$ Upstream Lower Portal -$ Rock Usable 108,000 CY 49.16$ 5,300,000$ Rock Waste 21,750 CY 49.16$ 1,100,000$ Downstream Portals-$ Overburden 17,000 CY 17.14$ 300,000$ Rock Usable 120,000 CY 49.16$ 5,900,000$ Rock Waste 28,000 CY 49.16$ 1,400,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 101.98$ 200,000$ Gate Chamber 4,700 CY 110.73$ 500,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97.15$ 1,900,000$ 0.212 Fill- Temp for Coffer to Construct Upstream Portals 23,000 CY 11.66$ 300,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2.30$ -$ Inclined 8,600 SF 3.33$ -$ Upstream Lower Portal -$ Horizontal 1,300 SF 2.30$ -$ Inclined 14,900 SF 3.33$ -$ Downstream Upper Portal-$ By: HDR4 of 26Watana‐Devil Canyon Horizontal 6,100 SF 2.30$ -$ Inclined 20,500 SF 3.33$ 100,000$ Downstream Lower Portal-$ Horizontal 600 SF 2.30$ -$ Inclined 5,600 SF 3.33$ -$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 26.76$ 100,000$ Cement 820 CF 81.10$ 100,000$ Grout Lower Tunnel Permanent Plugs-$ Drill Holes 2,050 LF 26.76$ 100,000$ Cement 410 CF 81.10$ -$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 566.89$ 24,000,000$ Concrete Lining Overbreak 6" 10,200 CY 314.94$ 3,200,000$ Reinforcing Steel 24 TON 2,887.51$ 100,000$ 2" Shotcrete 56,000 SF 5.26$ 300,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 566.89$ 21,300,000$ Concrete Lining for Plug 6,200 CY 428.32$ 2,700,000$ Concrete Lining Overbreak 6" 10,000 CY 314.94$ 3,100,000$ Reinforcing Steel 24 TON 2,887.51$ 100,000$ 2" Shotcrete 57,900 SF 5.26$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 651.93$ 2,100,000$ Concrete Lining 1,300 CY 651.93$ 800,000$ Concrete Slab 750 CY 651.93$ 500,000$ Concrete Piers 800 CY 651.93$ 500,000$ Concrete Overbreak 12" H/6"V 300 CY 472.41$ 100,000$ Reinforcing Steel 400 TON 2,887.51$ 1,200,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 651.93$ 2,900,000$ Concrete Lining 3,000 CY 651.93$ 2,000,000$ Concrete Slab 300 CY 651.93$ 200,000$ Concrete Piers 700 CY 651.93$ 500,000$ Concrete Overbreak 12" H/6"V 350 CY 472.41$ 200,000$ Reinforcing Steel 600 TON 2,887.51$ 1,700,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 651.93$ 300,000$ Concrete Slab 100 CY 651.93$ 100,000$ Concrete Overbreak 12" H/6"V 100 CY 472.41$ -$ Reinforcing Steel 40 TON 2,887.51$ 100,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 651.93$ 1,600,000$ Concrete Slab 100 CY 651.93$ 100,000$ Concrete Overbreak 12" H/6"V 150 CY 472.41$ 100,000$ Reinforcing Steel 170 TON 2,887.51$ 500,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 651.93$ 500,000$ Concrete Walls 2,300 CY 651.93$ 1,500,000$ Concrete Invert 1,200 CY 651.93$ 800,000$ Concrete Overbreak 12" H/6"V 410 CY 42.41$ -$ Reinforcing Steel 280 TON 2,887.51$ 800,000$ Downstream Retaining Wall-$ Concrete Slab 200 CY 651.93$ 100,000$ Concrete Walls 2,000 CY 651.93$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472.41$ 100,000$ Reinforcing Steel 90 TON 2,887.51$ 300,000$ Emergency Release Chambers-$ By: HDR5 of 26Watana‐Devil Canyon Concrete Plug 15,300 CY 755.86$ 11,600,000$ 4" Shotcrete 2,790 SF 10.13$ -$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5.26$ 100,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ Rockbolts 1" @ 12' 3,650 EA 528.34$ 1,900,000$ Rockbolts 1" @ 9' 620 EA 432.12$ 300,000$ Steel Mesh 217,100 SF 6.37$ 1,400,000$ Steel Support 220 TON 12,801.49$ 2,800,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528.34$ 1,900,000$ Rockbolts 1" @ 9' 600 EA 432.12$ 300,000$ Steel Mesh 210,200 SF 6.37$ 1,300,000$ Steel Support 213 TON 12,801.49$ 2,700,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 735.81$ 200,000$ Anchors 1" @ 25' 290 EA 1,234.86$ 400,000$ Anchors 1" @ 25' 130 EA 1,234.86$ 200,000$ Downstream Lower Portal-$ Rockbolts 1" @ 15' 200 EA 735.81$ 100,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 735.81$ 100,000$ Retaining Wall Anchors 1" @25' 100 EA 1,234.86$ 100,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,234.86$ 100,000$ Rockbolts 1" @ 15' 125 EA 735.77$ 100,000$ Steel Mesh 3,600 SF 6.37$ -$ Steel Support 14 TON 12,801.49$ 200,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342.42$ -$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528.34$ 400,000$ Rockbolts 1" @ 9' 240 EA 432.12$ 100,000$ Steel Mesh 39,900 SF 6.37$ 300,000$ Steel Support 55 TON 12,801.49$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 93.61$ 300,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120.00$ 10,100,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080.00$ 5,700,000$ Trashracks 1 LS 1,777,500.00$ 1,800,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200.00$ 100,000$ Stoplogs includes follower 1 LS 1,967,100.00$ 2,000,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950.00$ 100,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470.00$ 31,700,000$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 11.56$ -$ 0.222 Fill-$ Rock Fill 38,400 CY 10.90$ 400,000$ Fine Filter 16,600 CY 36.84$ 600,000$ Coarse Filter 15,900 CY 30.05$ 500,000$ Rock Shell 196,500 CY 10.50$ 2,100,000$ Closure Dike 58,500 CY 10.90$ 600,000$ By: HDR6 of 26Watana‐Devil Canyon Rip Rap 21,200 CY 24.26$ 500,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 4.88$ -$ slurry wall 43,600 SF 72.44$ 3,200,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685.00$ 5,800,000$ Dewatering Maintenance 1 LS 22,377,990.00$ 22,400,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ overburden 5,000 CY 11.56$ 100,000$ Rock 500 CY 9.91$ -$ Removal of Cofferdam 14,500 CY 13.48$ 200,000$ 0.232 Fill-$ Rip Rap1,800 CY 24.26$ -$ Closure Dike 15,200 CY 10.90$ 200,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 4.60$ -$ Slurry Wall 16,500 SF 72.44$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 2,026,000 CY 11.53$ 23,400,000$ Overburden below el. 1470 5,320,000 CY 11.06$ 58,800,000$ Rock Usable above el. 1470 1,289,000 CY 43.03$ 55,500,000$ Rock Usable below el. 1470 478,000 CY 43.72$ 20,900,000$ Rock Waste above el. 1470 1,950,000 CY 43.03$ 83,900,000$ Rock Waste below el. 1470 869,500 CY 50.18$ 43,600,000$ 0.312 Fill-$ Rip Rap (upstream) 1,547,000 CY 23.30$ 36,000,000$ Gravel (upstream) 25,194,000 CY 20.56$ 518,000,000$ Coarse Filter (upstream) 1,646,000 CY 28.86$ 47,500,000$ Fine Filter (upstream) 2,011,000 CY 37.91$ 76,200,000$ Core (impervious) 8,254,000 CY 25.37$ 209,400,000$ Fine Filter (downstream) 2,253,000 CY 37.91$ 85,400,000$ Coarse Filter (downstream) 1,910,000 CY 28.86$ 55,100,000$ Shell- Rock and Gravel 11,342,000 CY 19.18$ 217,500,000$ Shell- Rock From Other Sources 5,418,000 CY 10.09$ 54,700,000$ Cobbles (downstream Face) 2,003,000 CY 16.35$ 32,700,000$ Road Base 12,000 CY 34.42$ 400,000$ Frost Protection-$ Process Protection 960,000 CY 10.31$ 9,900,000$ Place Protection 960,000 CY 3.29$ 3,200,000$ Remove 1' Protect and Waste 93,000 CY 7.21$ 700,000$ Scarify Core Surface 193 ACRE 858.77$ 200,000$ Filter Fabric-$ Filter Fabric 740,000 SF 0.88$ 700,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 1,675,000 SF 3.11$ 5,200,000$ Under Core/Filters below el. 1500 613,000 SF 3.11$ 1,900,000$ Under Shell above el. 1500 5,186,000 SF 2.15$ 11,100,000$ Under Shell below el. 1500 2,584,000 SF 2.15$ 5,600,000$ Consolidation Grout-$ Drill Holes 687,000 LF 11.91$ 8,200,000$ Cement 687,000 CF 67.81$ 46,600,000$ Grout Curtain-$ Drill Holes 465,000 LF 26.76$ 12,400,000$ Cement 186,000 CF 81.10$ 15,100,000$ Dental Concrete-$ By: HDR7 of 26Watana‐Devil Canyon Dental Concrete 85,000 CY 365.33$ 31,100,000$ 0.317 Drainage-$ Holes 136,000 LF 51.32$ 7,000,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 10,100 CY 394.80$ 4,000,000$ Rock Inclined 11,300 CY 552.93$ 6,200,000$ Rock Vertical 2,000 CY 536.19$ 1,100,000$ Tunnels/ Shafts- Access -$ Rock Horizontal 13,000 CY 394.80$ 5,100,000$ Rock Inclined 2,000 CY 552.93$ 1,100,000$ Portals -$ Overburden Rock 3,600 CY 17.16$ 100,000$ Rock 1,000 CY 49.16$ -$ 0.323 Surface Preparation-$ Portals -$ Horizontal 30 SF 2.30$ -$ Inclined 200 SF 3.33$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 1,000 CY 428.32$ 400,000$ Concrete Slab 2,300 CY 944.82$ 2,200,000$ Concrete Overbreak 6" 1,150 CY 755.86$ 900,000$ Reinforcing Steel 80 TON 2,887.51$ 200,000$ 2" Shotcrete 15,000 SF 5.26$ 100,000$ Tunnels-Access-$ Concrete Slab 1,600 CY 944.82$ 1,500,000$ Concrete Overbreak 6" 800 CY 755.86$ 600,000$ Reinforcing Steel 60 TON 2,887.51$ 200,000$ 2" Shotcrete 5,400 SF 5.26$ -$ Shafts-$ 2" Shotcrete 5,000 SF 5.26$ -$ Portals -$ Concrete 20 CY 406.36$ -$ Reinforcing Steel 2 TON 2,887.51$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,800 EA 327.15$ 600,000$ Steel Mesh 3,000 SF 5.37$ -$ Steel Support 20 TON 12,801.49$ 300,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 1,200 EA 327.15$ 400,000$ Steel Mesh 1,100 SF 5.37$ -$ Steel Support 20 TON 12,801.49$ 300,000$ Shafts -$ Rockbolts 3/4" @6' 350 EA 327.15$ 100,000$ Steel Mesh 1,000 SF 5.37$ -$ Portals -$ Rockbolts 1" @15' 30 EA 735.81$ -$ 0.329 Architectural Portal Doors-$ Portal Doors 2 EA 42,123.66$ 100,000$ 0.33 Instrumentation -$ 0.331 Instrumentation 1 LS 21,643,077.00$ 21,600,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 11.56$ -$ By: HDR8 of 26Watana‐Devil Canyon 0.412 Fill -$ Dump and Spread-$ Filter Material - 2' layer 2,200 CY 31.93$ 100,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 9.86$ -$ Shore Protection -$ Rip Rap 24,000 CY 24.26$ 600,000$ Waste Rock 24,000 CY 22.78$ 500,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter 2,900,000 CY 33.85$ 98,200,000$ Fine Filter 2,180,000 CY 43.65$ 95,200,000$ Rip Rap 182,000 CY 24.26$ 4,400,000$ 0.443 Surface preparation-$ Foundation Prep -$ Clearing and Grubbing 460 ACRE 3,963.11$ 1,800,000$ Excavation 2,236,000 CY 15.62$ 34,900,000$ -$ -$ 2,424,000,000$ 0.5 Outlet Facilities0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway 1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 145,000,000$ 145,000,000$ 0.7 Surge Chamber1 LS 24,000,000$ 24,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 42,000,000$ 42,000,000$ 0.82 Penstocks1 LS 25,000,000$ 25,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 22,000,000$ 22,000,000$ 677,000,000$ 333Waterwheels, Turbines and Generators-$ 0.11 Turbines and Governors-$ 0.111 Supply0.112 Install0.2 Generators and Exciters 0.21 Generators and Exciters (Supply and Install)0.211 Generators and Exciters 6 EA 79,200,000.00$ 475,200,000$ 0.3 Total Bid From Vendor (includes all equipment in this category)-$ 475,000,000$ Price from Voith Bid-$ -$ 334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below) (Included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 7,584,000$ 7,580,000$ 0.122 HV Power Cables and Accessories 1 LS 3,081,000$ 3,080,000$ 0.123 LV Power Cables and Accessories 1 LS 1,422,000$ 1,420,000$ 0.124 Control Cables and Accessories 1 LS 2,607,000$ 2,610,000$ 0.125 Grounding System 1 LS 355,500$ 360,000$ 0.13 Conduits and Fittings-$ 0.131 Conduits and Fittings 1 LS 948,000$ 950,000$ 0.2 Switchgear and Control Equipment-$ 0.21 Auxiliary Transformers-$ 0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 6 EA 1,504,300$ 9,030,000$ 0.23 Surge Protectors and Generator Cubicles-$ 0.231 Surge Protectors and Generator Cubicles 6 EA 50,000$ 300,000$ 0.24 Switch boards-$ 0.241 Switch boards 1 LS 1,848,600$ 1,850,000$ By: HDR9 of 26Watana‐Devil Canyon 0.25 Auxiliary Power Equipment-$ 0.251 Auxiliary Power Equipment 6 EA 100,000$ 600,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ 0.311 Control, relay and meter boards 6 EA 200,000$ 1,200,000$ 0.32 Computer Control System-$ 0.321 Computer Control System (Included in Trans-Ems)0.33 Supervisor and Telemeter System0.331 Supervisor and Telemeter System Included in Trans EMS)-$ 0.4 Power Transformers -$ 0.41 Power Transformers -$ 0.411 Power Transformers 10 EA 3,600,000$ 36,000,000$ -$ 0.5 Lighting System-$ 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 782,100$ 780,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard1 LS 213,300$ 210,000$ 0.712 Cables1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 72,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 4,977,000$ 4,980,000$ 0.12 Fire Protection Systems-$ 0.121 Fire Protection Systems 1 LS 2,844,000$ 2,840,000$ 0.13 Compressed Air Systems -$ 0.131 Compressed Air Systems 1 LS 3,555,000$ 3,560,000$ 0.14 Oil Handling Systems-$ 0.141 Oil Handling Systems 1 LS 2,370,000$ 2,370,000$ 0.15 Drainage & Dewatering -$ 0.151 Drainage & Dewatering 3 EA 1,738,000$ 5,210,000$ 0.16 Heating, Ventilation and Cooling System-$ 0.161 Heating, Ventilation and Cooling System 1 LS 3,555,000$ 3,560,000$ 0.17 Miscellaneous-$ 0.171 Miscellaneous 1 LS 2,370,000$ 2,370,000$ 0.2 Auxiliary Systems- Surface Facilities-$ 0.21 Auxiliary Systems- Surface Facilities-$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ 0.32 Elevators -$ By: HDR10 of 26Watana‐Devil Canyon 0.321 Elevators 3 EA 181,700$ 550,000$ 0.33 Miscellaneous Cranes and Hoists-$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment (Included in Mechanical And Electrical Systems)0.5 Communications Equipment 1 LS 213,300$ 210,000$ -$ 32,000,000$ 336Roads, Rails and Air Facilities 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ Cost of New road to 41 Mi of road to Devil Canyon 41 Mi 3,000,000.00$ 123,000,000.00$ 0.131 Site RoadsConstruction RoadsSite Roads20 Mile 750,000.00$ 15,000,000$ Maintenance 141 MI/YRS 223,092.85$ 31,500,000$ 0.132 Permanent RoadsPermanent Roads6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip 1 LS 2,000,000.00$ 2,000,000$ Permanent Roads 6 MILE 1,287,997.42$ 7,700,000$ 363,000,000$ 350‐359Transmission PlantTransmission Line per mile33 MILE11,400,000.00$ 376,200,000.00$ Substations (1 at Watana 1 at Gold Creek) 2 EA35,000,000.00$ 70,000,000.00$ 446,000,000.00$ -$ 389Land and Land Rights-$ Land and Land Rights-$ -$ 390Structures and Improvements-$ Structures and Improvements-$ -$ 391Office Furniture and Equipment-$ Office Furniture and Equipment-$ -$ 392Transportation Equipment-$ Transportation Equipment-$ -$ 393Stores Equipment-$ Stores Equipment-$ -$ 394Tools Shop and Garage Equipment-$ Tools Shop and Garage Equipment-$ -$ 395Laboratory Equipment-$ Laboratory Equipment-$ By: HDR11 of 26Watana‐Devil Canyon -$ 396Power-Operated Equipment-$ Power-Operated Equipment-$ -$ 397Communications Equipment-$ Communications Equipment-$ -$ 398Miscellaneous Equipment-$ Miscellaneous Equipment-$ -$ 399Other Tangible Property-$ Other Tangible Property- See items 391-398 1 LS 20,000,000.00$ 20,000,000$ -$ 20,000,000$ Indirect Costs-$ -$ 61Temporary Construction Facilities-$ Temporary Construction Facilities-$ -$ 62Construction Equipment-$ Construction Equipment-$ -$ 63Main Construction Camp-$ 0.1 Main Construction Camp 1 LS 210,000,000$ 210,000,000$ -$ 210,000,000$ 64Labor Expense-$ Labor Expense (Included In Direct Costs)65Superintendence-$ Superintendence (Included In Direct Costs)66Insurance-$ Insurance(Included In Direct Costs)68Mitigation Fishery, Terrestrial and Recreational)Mitigation(Not included in 1982 study)69Fees-$ Fees(Included In Direct Costs)Subtotal-$ Subtotal4,999,000,000$ Contingency20%-$ 1,000,000,000$ Subtotal-$ 71AEngineering (4%), Environmental (2%), Regulatory (1%) 7%-$ 350,000,000$ 71BConstruction Management (4%)4%200,000,000$ 72Legal Expenses0%-$ 75Taxes0%-$ 76Administrative & Gen. Expenses0%-$ 77Interest0%-$ 80Earnings/Expenses During Construction0%-$ Total Project Cost6,549,000,000$ By: HDR12 of 26Watana‐Devil Canyon FERC Line #Quantity Units 2008 Unit Price 2008 Line Price Category Total330Land and Land Rights0.1 Land1 LS 52,258,500.00$ 52,258,500.00$ 0.2 Land Rights-$ 0.3 Misc. Charges and Credits-$ -$ 52,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 95800 CY 90.12$ 8,633,486.00$ Draft Tube Rock 16800 CY 90.12$ 1,514,014.00$ 0.113 Surface Preparation/Grouting -$ Powerhouse-$ Surface Preparation 88700 SF 3.56$ 315,609.00$ Draft Tube-$ Surface Preparation 51300 SF 3.56$ 182,534.00$ Grout Curtain-(U/S of P-H)-$ Drill Holes 43800 LF 28.59$ 1,252,389.00$ Cement 17500 CY 86.68$ 1,516,979.00$ 0.114 Concrete and Shotcrete-$ Powerhouse-$ Concrete 23800 CY 740.65$ 17,627,518.00$ Concrete Overbreak 12"H/6"V 1800 CY 478.06$ 860,503.00$ Reinforcing Steel 1200 TON 3,086.65$ 3,703,974.00$ 2" Shotcrete 1900 SF 5.63$ 10,688.00$ 3" Shotcrete 3400 SF 8.21$ 27,915.00$ Draft Tube-$ Concrete 8000 CY 740.65$ 5,925,216.00$ Concrete Overbreak 6" 1650 CY 478.06$ 788,794.00$ Reinforcing Steel 660 TON 3,086.65$ 2,037,186.00$ 2" Shotcrete 800 SF 5.63$ 4,500.00$ 0.115 Support and Anchors-$ Powerhouse-$ Rockbolts 1" @ 25' 780 EACH 1,320.04$ 1,029,629.00$ Rockbolts 1" @ 15' 500 EACH 786.58$ 393,289.00$ Steel Mesh 31000 SF 6.26$ 194,095.00$ Steel Support 105 TON 13,684.35$ 1,436,857.00$ Draft Tube-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 132,004.00$ Rockbolts 1" @ 12' 140 EACH 564.79$ 79,071.00$ Rockbolts 1" @ 9' 70 EACH 461.90$ 32,333.00$ Steel Mesh 12600 SF 6.26$ 78,890.00$ 0.117 Drainage-$ Holes (U/S of Powerhouse) 15000 LF 54.88$ 823,219.00$ Holes (Powerhouse Crown) 21960 LF 54.88$ 1,205,192.00$ 0.118 Structural - Misc Steelwork-$ Powerhouse and Draft Tube-$ Structural Steel/Crane Rails 1 LS 5,050,602.00$ 5,050,602.00$ Steel Comp. Water Pipe (8') 1 LS 6,659,963.00$ 6,659,963.00$ 0.119 Architectural-$ Powerhouse-$ Architectural 1 LS 1,777,974.00$ 1,777,974.00$ .11C Mechanical-$ Draft Tube Gates 2 Sets 608,040.00$ 1,216,080.00$ Draft Tube Gate Guides 4 Sets 247,720.00$ 990,880.00$ Devil Canyon Sub Categories DescriptionBy: HDR13 of 26Watana‐Devil Canyon Draft Tube Crane 1 EACH 1,013,400.00$ 1,013,400.00$ Pump Intake Trashracks and Guides 1 LS 379,200.00$ 379,200.00$ Pump Outlet Stoplogs/Guides 1 LS 165,000.00$ 165,000.00$ 0.12 Access Tunnels and Portals-$ 0.121 Excavation-$ Tunnels - Rock-$ Main Tunnel 106000 CY 114.16$ 12,100,994.00$ Transformer Gallery Tunnel 17000 CY 96.30$ 1,637,144.00$ Grouting Gallery Tunnel 2300 CY 463.96$ 1,067,110.00$ Surge Chamber Access Tunnel 7800 CY 166.60$ 1,299,503.00$ Penstock Access Tunnel 50000 CY 170.11$ 8,505,552.00$ Penstock Elbow Access Tunnel 10000 CY 170.11$ 1,701,110.00$ Access shaft Tunnel 3300 CY 444.28$ 1,466,133.00$ Connector Tunnel 1600 CY 460.65$ 737,035.00$ Comp. Water Tunnel 10'D 2200 CY 460.65$ 1,013,423.00$ Comp. Water Tunnel 35'D 27000 CY 116.77$ 3,152,687.00$ Main Portal-$ Rock 5000 CY 52.56$ 262,781.00$ Comp. Water Portal-$ Rock 301 CY 52.55$ 15,819.00$ -$ 0.123 Surface Preparation-$ Tunnels-$ Main Tunnel Slab 112000 SF 2.37$ 265,158.00$ Comp. Water Tunnel 35'D Slab 28400 SF 2.45$ 69,713.00$ Penstock ACC Tunnel Slab 52560 SF 2.37$ 124,435.00$ Main Portal-$ Horizontal 200 SF 2.46$ 491.00$ Vertical 2100 SF 3.56$ 7,472.00$ Comp. Water Portal-$ Horizontal 200 SF 2.46$ 491.00$ Vertical 2100 SF 3.56$ 7,472.00$ 0.124 Concrete and Shotcrete-$ Main Portal-$ Concrete Slab 30 CY 434.30$ 13,029.00$ Concrete Walls 570 CY 434.29$ 247,546.00$ Concrete Overbreak 12"H/6"V 40 CY 393.90$ 15,756.00$ Reinforcing Steel 40 TON 3,086.65$ 123,466.00$ Comp. Water Portal-$ Concrete Slab 30 CY 434.30$ 13,029.00$ Concrete Walls 570 CY 434.29$ 247,546.00$ Concrete Overbreak 12'H/6"V 40 CY 393.90$ 15,756.00$ Reinforcing Steel 40 TON 3,086.65$ 123,466.00$ Tunnels-$ Concrete Slab Main Tunnel 4030 CY 538.66$ 2,170,784.00$ Concrete Plugs Pens Elbow Access 10000 CY 837.74$ 8,377,440.00$ Concrete Comp Water Slab 35'D 1030 CY 907.56$ 934,783.00$ Concrete Overbreak Main Tunnel 6" 2130 CY 383.97$ 817,848.00$ Concrete Comp Water Slab 6"O/B 540 CY 534.06$ 288,393.00$ Reinforcing Steel Main Tunnel 140 TON 3,090.99$ 432,739.00$ Reinforcing Steel Comp Water Slab 40 TON 3,091.00$ 123,640.00$ 2" Shotcrete Main Tunnel 7950 SF 5.63$ 44,723.00$ 2" Shotcrete Transformer Gal 1260 SF 5.63$ 7,088.00$ 2" Shotcrete Surge Chamber Access 800 SF 5.63$ 4,500.00$ 2" Shotcrete Penstock Access 3750 SF 5.63$ 21,096.00$ 2" Shotcrete Penstock Elbow Acc 3750 SF 5.63$ 21,096.00$ 2" Shotcrete Access Shaft 750 SF 5.63$ 4,219.00$ 2" Shotcrete Grout Gallery 470 SF 5.63$ 2,644.00$ 2" Shotcrete Connector Tunnel 330 SF 5.62$ 1,856.00$ 2" Shotcrete Comp Water 35'D 2050 SF 5.63$ 11,532.00$ 2" Shotcrete Comp Water 10'D 450 SF 5.62$ 2,531.00$ 0.125 Support and Anchors-$ Main Tunnel-$ By: HDR14 of 26Watana‐Devil Canyon Rockbolts 1" @ 12' 1440 EACH 564.79$ 813,301.00$ Rockbolts 1" @ 9' 190 EACH 461.91$ 87,762.00$ Steel Mesh 132500 SF 6.87$ 910,254.00$ Steel Support 120 TON 13,684.35$ 1,642,122.00$ Main Tunnel Portal-$ Rockbolts 1" @ 15' 50 EACH 786.58$ 39,329.00$ Transformer Gallery Tunnel-$ Rockbolts 1" @ 12' 230 EACH 564.79$ 129,902.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Mesh 20940 SF 6.87$ 143,854.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 220 EACH 349.70$ 76,934.00$ Steel Support 3 TON 13,684.33$ 41,053.00$ Steel Mesh 100 SF 6.87$ 687.00$ Surge Chamber Tunnel-$ Rockbolts 1" @ 12' 150 EACH 564.79$ 84,719.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Support 13 TON 13,684.38$ 177,897.00$ Steel Mesh 13200 SF 6.87$ 90,682.00$ Penstock Access Tunnel-$ Rockbolts 1" @ 12' 680 EACH 564.79$ 384,059.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 41,571.00$ Steel Support 60 TON 13,684.35$ 821,061.00$ Steel Mesh 62150 SF 6.87$ 426,961.00$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @ 12' 280 EACH 564.79$ 158,142.00$ Rockbolts 1" @ 9' 80 EACH 461.90$ 36,952.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Steel Mesh 14760 SF 6.87$ 101,399.00$ Access Shaft Tunnel-$ Rockbolts 1" @ 12' 50 EACH 564.80$ 28,240.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 23,095.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Steel Mesh 2500 SF 6.87$ 17,175.00$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EACH 349.70$ 55,952.00$ Steel Support 2 TON 13,684.50$ 27,369.00$ Steel Mesh 70 SF 6.87$ 481.00$ Comp. Water Tunnel 35' D-$ Rockbolts 1" @ 12' 370 EACH 564.79$ 208,973.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 23,095.00$ Steel Support 30 TON 13,684.37$ 410,531.00$ Steel Mesh 33600 SF 6.87$ 230,827.00$ Comp. Water Tunnel Portal-$ Rockbolts 1" @ 15' 40 EACH 786.58$ 31,463.00$ Comp. Water Tunnel 10' D-$ Rockbolts 3/4" @ 6' 210 CY 195.49$ 41,053.00$ Steel Support 3 CY 206.00$ 618.00$ Steel Mesh 90 CY 1,278.98$ 115,108.00$ 0.129 Architectural-$ Main Portal Doors 2 SETS 194,294.00$ 388,588.00$ Comp. Water Portal Door 1 LS 58,776.00$ 58,776.00$ .12C Mechanical-$ Ventilating System-$ (included In 63.71 and 63.72)-$ 0.13 Access Shaft-$ 0.131 Excavation-$ Rock 14500 CY 227.67$ 3,301,225.00$ 0.133 Surface Preparation-$ Shaft 70200 SF 3.56$ 249,783.00$ 0.134 Concrete and Shotcrete-$ Concrete Lining 3600 CY 1,009.98$ 3,635,928.00$ By: HDR15 of 26Watana‐Devil Canyon Concrete Overbreak 6" 1300 CY 589.16$ 765,902.00$ 0.135 Support and Anchors-$ Rockbolts 3/4" @ 6' 1120 EACH 349.70$ 391,664.00$ 0.138 Structural - Misc Steelwork-$ Miscellaneous Steelwork 50 TON 7,905.38$ 395,269.00$ 0.139 Architectural-$ (included in 331.2 Control Bldg)-$ .13C Mechanical-$ Elevators 1 LS 2,370,000.00$ 2,370,000.00$ 0.14 Access Shaft-$ 0.141 Excavation-$ Rock 1150 CY 592.92$ 681,853.00$ 0.143 Surface Preparation-$ Head Tank 2800 SF 2.36$ 6,617.00$ 0.144 Concrete and Shotcrete-$ Concrete Lining 250 CY 1,030.18$ 257,545.00$ Concrete Overbreak 6" 45 CY 434.29$ 19,543.00$ Reinforcing Steel 10 TON 3,055.40$ 30,554.00$ 0.145 Support and Anchors-$ Rockbolts 1" @ 12' 25 EACH 564.80$ 14,120.00$ Rockbolts 1" @ 9' 10 EACH 461.90$ 4,619.00$ Steel Mesh 1200 SF 6.80$ 8,160.00$ Steel Support 2 TON 13,546.00$ 27,092.00$ 0.148 Structural - Misc Steelwork-$ Miscellaneous Steelwork 1 LS 78,353.00$ 78,353.00$ .14C Mechanical-$ Piping/Valves-$ (Included in 335.12)-$ 0.15 Bus Tunnels-$ (Totals for 4 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 3200 CY 213.70$ 683,832.00$ Rock Inclined 2000 CY 601.04$ 1,202,083.00$ 0.153 Surface Preparation-$ Tunnel 11300 SF 2.45$ 27,738.00$ 0.154 Concrete and Shotcrete-$ Concrete Slab 800 CY 875.32$ 700,253.00$ Concrete Overbreak 12" 360 CY 504.99$ 181,796.00$ Reinforcing Steel 40 TON 3,055.40$ 122,216.00$ 2" Shotcrete 520 SF 5.63$ 2,925.00$ 0.155 Support and Anchors-$ Rockbolts 1" @ 25' 80 EACH 1,320.04$ 105,603.00$ Rockbolts 1" @ 12' 110 EACH 564.79$ 62,127.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Mesh 8600 SF 6.80$ 58,483.00$ Steel Support 14 TON 13,545.86$ 189,642.00$ 0.16 Transformer Gallery-$ 0.161 Excavation-$ Rock 28800 CY 373.35$ 10,752,414.00$ 0.163 Surface Preparation-$ Transformer Gallery 26500 SF 2.36$ 62,623.00$ 0.164 Concrete and Shotcrete-$ Concrete Slab 2810 CY 1,312.97$ 3,689,457.00$ Concrete Overbreak 12"H/6"V 820 CY 403.99$ 331,273.00$ Reinforcing Steel 140 TON 3,055.41$ 427,757.00$ 3" Shotcrete 1100 SF 8.21$ 9,031.00$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 170 EACH 1,320.04$ 224,406.00$ Rockbolts 1" @ 15' 90 EACH 786.58$ 70,792.00$ Steel Mesh 22200 SF 6.20$ 137,590.00$ Steel Support 17 TON 13,545.88$ 230,280.00$ 0.161 Drainage-$ Holes (In Gallery Crown) 8900 LF 54.88$ 488,443.00$ By: HDR16 of 26Watana‐Devil Canyon 0.17 Cable Shafts-$ (Totals for 2 Shafts)-$ 0.171 Excavation-$ Rock 3000 CY 642.47$ 1,927,396.00$ 0.173 Surface Preparation-$ Shafts 36000 SF 3.56$ 128,094.00$ 0.174 Concrete and Shotcrete-$ Concrete Lining 920 CY 1,885.30$ 1,734,472.00$ Concrete Overbreak 6" 670 CY 942.65$ 631,574.00$ 0.175 Support and Anchors-$ Rockbolts 3/4" @ 6' 570 EACH 349.70$ 199,329.00$ 0.178 Structural - Misc Steelwork-$ Miscellaneous Steelwork 13 TON 16,678.00$ 216,814.00$ 0.179 Architectural-$ Enclosures 1 LS 213,063.00$ 213,063.00$ .17C Mechanical-$ Man hoist 2 EACH 517,960.00$ 1,035,920.00$ 0.18 Dewatering (During Construct)-$ 0.181 Dewatering (Power Facilities)-$ Dewatering 1 LS 1,653,075.00$ 1,653,075.00$ 0.19 Cable Shafts-$ 0.191 Excavation-$ Rock1 LS 1,532,978.00$ 1,532,978.00$ 0.2 Misc Buildings and Structures-$ Misc Buildings and Structures 1 LS 473,882.00$ 473,882.00$ -$ 165,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Clearing-$ Clearing6350 Acre 3,072.12$ 19,507,935.00$ 0.2 Diversion Tunnels/Cofferdams-$ 0.21 Diversion Tunnels/Portals-$ 0.211 Excavation-$ Tunnel-$ Rock 48300 CY 116.81$ 5,641,889.00$ Excavate Concrete for Plug 450 CY 122.62$ 55,177.00$ Upstream Portal-$ Overburden 1950 CY 18.33$ 35,750.00$ Rock 50200 CY 52.56$ 2,638,325.00$ Downstream Portal-$ Overburden 6600 CY 18.33$ 121,001.00$ Rock 54000 CY 52.56$ 2,838,039.00$ 0.213 Surface Preparation/Grouting-$ Upstream Portal-$ Horizontal 4400 SF 2.45$ 10,801.00$ Inclined 15300 SF 3.56$ 54,440.00$ Downstream Portal-$ Horizontal 1300 SF 2.45$ 3,191.00$ Inclined 2900 SF 3.56$ 10,319.00$ Grout Tunnel Plug-$ Drill Holes 2050 LF 12.73$ 26,095.00$ Cement 410 CF 72.48$ 29,717.00$ 0.214 Concrete and Shotcrete-$ Tunnel-$ Concrete Lining 8100 CY 605.99$ 4,908,503.00$ Concrete Plug 3000 CY 457.86$ 1,373,573.00$ Concrete Overbreak 6" 3200 CY 336.66$ 1,077,312.00$ Reinforcing Steel 15 TON 3,086.67$ 46,300.00$ 2" Shotcrete 4400 SF 5.63$ 24,752.00$ Upstream Portal-$ Concrete Headwall 2800 CY 696.89$ 1,951,281.00$ Concrete Lining 1550 CY 253.73$ 393,281.00$ Concrete Pier 400 CY 605.99$ 242,395.00$ By: HDR17 of 26Watana‐Devil Canyon Overbreak 12"H/6"V 500 CY 523.59$ 261,795.00$ Reinforcing Steel 310 TON 3,086.65$ 956,860.00$ Downstream Portal-$ Concrete Headwall 1000 CY 696.89$ 696,886.00$ Overbreak 12"H6"V 100 CY 523.59$ 52,359.00$ Reinforcing Steel 65 TON 3,086.65$ 200,632.00$ 0.215 Support and Anchors-$ Tunnels-$ Rockbolts 1" @ 12' 800 EACH 564.79$ 451,834.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 41,571.00$ Steel Mesh 76900 SF 6.87$ 528,291.00$ Steel Support 90 TON 13,684.36$ 1,231,592.00$ Upstream Portal-$ Rockbolts 1" @ 15' 80 EACH 786.58$ 62,926.00$ Rock Anchors 1" @ 25' 40 EACH 1,320.03$ 52,801.00$ Rock Dowels 60 EACH 503.02$ 30,181.00$ Downstream Portal-$ Rockbolts 1" @ 15' 120 EACH 786.58$ 94,389.00$ Rock Anchors 1" @ 25' 30 EACH 1,320.03$ 39,601.00$ .21C Mechanical-$ Upstream Gate-$ Gate Equipment 2 EACH 2,775,040.00$ 5,550,080.00$ Downstream Outlet-$ Stoplog Guides 1 SET 78,820.00$ 78,820.00$ Stoplogs Including Followers 1 LS -$ -$ 0.22 Upstream Cofferdam-$ 0.222 Fill-$ Core 4600 CY 11.64$ 53,522.00$ Fine/Filter 2800 CY 39.37$ 110,222.00$ Course Filter 2700 CY 32.13$ 86,746.00$ Rock Shell 19800 CY 11.21$ 222,044.00$ Closure Dike 41900 CY 11.64$ 487,512.00$ Rip Rap 7000 CY 25.92$ 181,449.00$ 0.223 Surface Preparation/Grouting-$ Cutoff and Grout-$ Holes 1600 LF 30.60$ 48,967.00$ Grout 256000 CF 86.68$ 22,191,237.00$ .22D Dewatering-$ Initial Dewatering 1 LS 1,796,709.00$ 1,796,709.00$ Dewatering Maintenance 1 LS 9,171,995.00$ 9,171,995.00$ 0.23 Downstream Cofferdam-$ 0.231 Excavation-$ Removal of Cofferdam 42000 CY 14.37$ 603,519.00$ 0.232 Fill-$ Rip Rap 1650 CY 25.92$ 42,770.00$ Closure Dike 47000 CY 11.64$ 546,851.00$ 0.233 Surface Prep/Grouting-$ Cutoff and Grout-$ Holes 2300 LF 30.60$ 70,391.00$ Cement 368000 CF 10.60$ 3,899,903.00$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden 35600 CY 12.35$ 439,642.00$ Rock 320700 CY 53.47$ 17,146,273.00$ 0.313 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam/Thrust Blocks 171000 SF 3.32$ 568,459.00$ Consolidation Grout-$ Drill Holes 176900 LF 12.73$ 2,251,795.00$ Cement 176900 CF 72.48$ 12,821,648.00$ Grout Curtain-$ Drill Holes 259000 LF 28.59$ 7,405,680.00$ By: HDR18 of 26Watana‐Devil Canyon Cement 103600 CF 86.68$ 8,980,516.00$ 0.314 Concrete and Shotcrete-$ Dam-$ Concrete 1281000 CY 437.66$ 560,639,898.00$ Concrete Overbreak 10400 CY 437.66$ 4,551,643.00$ Reinforcing steel 4500 TON 3,086.65$ 13,889,903.00$ Thrust blocks-$ Concrete 105500 CY 437.66$ 46,172,919.00$ Concrete Overbreak 1100 CY 437.66$ 481,424.00$ Reinforcing steel 375 TON 3,086.65$ 1,157,492.00$ Joint Grouting-$ Grouting 1 LS 6,024,540.00$ 6,024,540.00$ 0.315 Support and Anchors-$ Rockbolts 1" @ 25' 580 EACH 1,320.04$ 765,621.00$ Steel Mesh (on slopes) 275000 SF 5.28$ 1,452,776.00$ 0.317 Drainage-$ Holes 65800 LF 54.88$ 3,611,186.00$ 0.32 Grout Galleries/Portals-$ 0.321 Excavation-$ Tunnels/Shafts - Core Area-$ Rock Horizontal 13100 CY 422.05$ 5,528,863.00$ Rock inclined 5300 CY 591.06$ 3,132,621.00$ Rock Vertical 3400 CY 573.18$ 1,948,811.00$ Tunnels/Shafts Access-$ Rock Horizontal 12400 CY 422.05$ 5,233,428.00$ Portals-$ Overburden 28700 CY 18.33$ 526,171.00$ Rock 16500 CY 52.56$ 867,179.00$ 0.323 Surface Preparation-$ Portals-$ Horizontal 50 SF 2.46$ 123.00$ Vertical 410 SF 3.56$ 1,459.00$ 0.324 Concrete and Shotcrete-$ Tunnels - Core Area-$ Concrete Slab 1800 CY 6,565.54$ 11,817,964.00$ Concrete Overbreak 6" 900 CY 807.98$ 727,186.00$ Reinforcing Steel 62 TON 3,086.65$ 191,372.00$ 2"Shotcrete 3300 SF 5.63$ 18,564.00$ Tunnels - Access-$ Concrete Slab 1400 CY 1,009.98$ 1,413,972.00$ Concrete Overbreak 6" 700 CY 807.98$ 565,589.00$ Reinforcing Steel 50 TON 3,086.64$ 154,332.00$ 2" Shotcrete 2500 SF 5.63$ 14,064.00$ Shafts - Core Area-$ 2" Shotcrete 6500 SF 5.63$ 36,566.00$ Portals (4 Portals)-$ Concrete 40 CY 434.30$ 17,372.00$ Reinforcing Steel 3 TON 3,086.67$ 9,260.00$ 0.325 Support and Anchors-$ Tunnels - Core Area-$ Rockbolts 1" @ 12' 150 EACH 564.79$ 84,719.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Rockbolts 3/4" @ 6' 1250 EACH 349.70$ 437,125.00$ Steel Mesh 12200 SF 7.04$ 85,934.00$ Steel support 27 TON 13,684.37$ 369,478.00$ Tunnels - Access-$ Rockbolts 3/4" @ 6' 1200 EACH 349.70$ 419,640.00$ Steel Mesh 500 SF 7.04$ 3,522.00$ Steel support 12 TON 13,684.33$ 164,212.00$ Shafts - Core Area-$ Rockbolts 3/4" @ 6' 300 EACH 349.70$ 104,910.00$ Steel Mesh 1300 SF 7.04$ 9,157.00$ Portals -$ By: HDR19 of 26Watana‐Devil Canyon Rockbolts 1" @ 15' 150 EACH 786.58$ 117,987.00$ 0.328 Structural Steel - Misc Steelwork-$ Steel/Guides Shaft 50 TON 7,905.38$ 395,269.00$ Steel Stairway 1 LS 316,022.00$ 316,022.00$ 0.329 Architectural-$ Portal Doors 4 EACH 45,028.75$ 180,115.00$ Headshaft Structure 1 LS 1,028,580.00$ 1,028,580.00$ 0.32C Mechanical-$ Elevator 1 LS 1,777,500.00$ 1,777,500.00$ Overhead Crane 1 LS 1,449,100.00$ 1,449,100.00$ Misc Mechanical Equipment 1 LS 284,400.00$ 284,400.00$ 0.33 Instrumentation-$ 0.331 Instrumentation (Dam)-$ Instrumentation 1 LS 9,257,220.00$ 9,257,220.00$ 0.4 Saddle Dam-$ 0.41 Main Saddle Dam-$ 0.411 Excavation-$ Overburden 1145000 CY 11.16$ 12,778,554.00$ Rock 301000 CY 38.37$ 11,549,381.00$ 0.412 Fill-$ Impervious Core 313500 CY 19.05$ 5,970,802.00$ Fine Filter 231000 CY 45.33$ 10,471,868.00$ Course Filter 193000 CY 37.66$ 7,268,689.00$ Rock Shell (Upstream) 534000 CY 9.52$ 5,085,472.00$ Rip Rap 174500 CY 25.92$ 4,523,263.00$ Rock Shell (Downstream) 345000 CY 9.52$ 3,285,558.00$ Rockfill 127000 CY 9.52$ 1,209,466.00$ Filter Fabric-$ Filter Fabric 190000 SF 1.89$ 359,419.00$ 0.413 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam Core 191500 SF 3.32$ 636,607.00$ Under Dam Shell 432500 SF 2.29$ 991,878.00$ Dental Concrete-$ Dental Concrete 7100 CY 390.53$ 2,772,732.00$ Consolidation Grout-$ Drill Holes 57500 LF 12.73$ 731,929.00$ Cement 57500 CF 72.48$ 4,167,579.00$ Grout Curtain (See 332.313-$ 0.417 Drainage (See 332.317)-$ 900,000,000$ 0.5 Outlet Facility Valves (In Dam)-$ 0.51 Outlet Facility Valves-$ .51C Mechanical-$ Trashracks Guides 1 LS 4,384,500.00$ 4,384,500.00$ Bulkhead Gate Guides 1 LS 2,891,400.00$ 2,891,400.00$ Bulkhead Gates and Followers 2 EACH 495,440.00$ 990,880.00$ Gantry Crane 1 LS 1,659,000.00$ 1,659,000.00$ Fixed Cone Valves 1 LS 3,000,000.00$ 3,000,000.00$ (7 Plus 2 Spare) 1 LS 7,584,000.00$ 7,584,000.00$ Ring Follower Gates (7) 1 LS 14,931,000.00$ 14,931,000.00$ Misc. Mechanical Equipment 1 LS 1,896,000.00$ 1,896,000.00$ Misc. Electrical Systems 1 LS 237,000.00$ 237,000.00$ 0.52 Main (Chute) Spillway-$ 0.521 Excavation-$ Approach-$ Overburden 44000 CY 15.92$ 700,352.00$ Rock Useable 80000 CY 38.37$ 3,069,603.00$ Rock Waste 17000 CY 38.37$ 652,291.00$ Control Structure-$ (To end of Rollway)-$ Overburden 21500 CY 15.92$ 342,218.00$ Rock Useable 87000 CY 39.60$ 3,444,768.00$ Rock Waste 15000 CY 35.41$ 531,095.00$ By: HDR20 of 26Watana‐Devil Canyon Chute and Flip-$ (End Rollway to End Flip)-$ Overburden 128500 CY 15.92$ 2,045,347.00$ Rock Useable (Inclined) 38000 CY 49.00$ 1,861,994.00$ Rock Useable (Vertical) 401000 CY 49.00$ 19,648,936.00$ Rock Waste 93500 CY 38.37$ 3,587,598.00$ Outfall-$ (From end of Basin)-$ Overburden 44500 CY 15.92$ 708,311.00$ Rock Useable 141500 CY 42.22$ 5,974,533.00$ Rock Waste 41500 CY 31.57$ 1,310,291.00$ Drain Tunnel-$ Rock Horizontal 1500 CY 422.05$ 633,076.00$ Rock Inclined 2300 CY 591.06$ 1,359,439.00$ River Channel-$ Alluvium Excavation 67000 CY 13.44$ 900,448.00$ 0.523 Surface Preparation/Grouting-$ Surface Preparation-$ Spillway-$ Rock Horizontal 108000 SF 2.29$ 247,683.00$ Rock Inclined 41500 SF 3.32$ 137,959.00$ Consolidation Grout-$ Drill Holes 22000 LF 12.73$ 280,042.00$ Cement 22000 CF 72.48$ 1,594,552.00$ Grout Curtain (See 332.313)-$ 0.524 Concrete & Shotcrete-$ Concrete Structure-$ (To end of Rollway)-$ (Including Storage Areas)-$ Concrete outer Walls 15500 CY 471.32$ 7,305,522.00$ Concrete Piers (Full Length) 7700 CY 471.32$ 3,629,195.00$ Concrete Deck 1600 CY 471.32$ 754,118.00$ Concrete Rollway Slab 33000 CY 471.32$ 15,553,692.00$ Concrete Overbreak (12"H/6"V 1400 CY 370.33$ 518,456.00$ Reinforcing Steel 2300 TON 3,086.65$ 7,099,284.00$ Concrete Chute & Flip-$ (End Rollway to End Flip)-$ (Including Box Drain Galleries)-$ Concrete Slabs 13000 CY 481.42$ 6,258,509.00$ Concrete Walls 20500 CY 511.72$ 10,490,326.00$ Concrete Overbreak 18"H/6"V 6300 CY 336.66$ 2,120,958.00$ Reinforcing Steel 1300 TON 3,086.65$ 4,012,639.00$ Concrete Drain Gallery-$ Concrete Slab 400 CY 1,009.98$ 403,992.00$ Concrete Overbreak 6" 200 CY 605.99$ 121,198.00$ Reinforcing Steel 14 TON 3,086.64$ 43,213.00$ 2" Shotcrete Dome 2500 SF 5.63$ 14,064.00$ 0.525 Support and Anchors-$ Drainage Tunnel-$ Steel Support 4 TON 13,684.25$ 54,737.00$ Steel Mesh 500 SF 7.04$ 3,522.00$ Rockbolts Drainage Gallery-$ 3/4" @6' 400 EACH 352.95$ 141,180.00$ Rockbolts Approach-$ 1" @ 15' 140 EACH 792.43$ 110,940.00$ Rockbolts Chute & Structure-$ 1" @ 15' 85 EACH 792.42$ 67,356.00$ Slab/Wall Anchors-$ 1" @ 10' 3700 EACH 506.75$ 1,874,969.00$ 0.527 Drainage-$ Drill Holes-$ Box Drains (To Drain Tunnel) 28000 LF 51.27$ 1,435,685.00$ 3" relief 500 LF 52.93$ 26,466.00$ By: HDR21 of 26Watana‐Devil Canyon .52C Mechanical-$ Gate Equipment 3 EACH 4,010,800.00$ 12,032,400.00$ Stop Log Guides 3 SETS 101,340.00$ 304,020.00$ StopLogs Including Followers 1 SET 1,080,960.00$ 1,080,960.00$ Miscellaneous Electrical 1 LS 237,000.00$ 237,000.00$ 0.53 Emergency spillway-$ 0.531 Excavation (Including - -$ Bridge and Fuse Plug)-$ Overburden 281500 CY 7.04$ 1,980,662.00$ Rock Useable 1019000 CY 39.81$ 40,568,805.00$ Rock Waste 215500 CY 39.04$ 8,413,510.00$ 0.532 Fill-$ Fuse Plug 26000 CY 22.27$ 579,079.00$ -$ 0.533 Surface Preparation/Grouting-$ Surface prep (under Fuse Plug)-$ Horizontal 75500 SF 2.45$ 185,328.00$ Inclined 2500 SF 3.56$ 8,895.00$ Consolidation Grouting-$ Drill Holes 23000 LF 12.73$ 292,772.00$ Cement 23000 CF 72.48$ 1,667,032.00$ Grout Curtain (See 332.313)-$ 0.534 Concrete-$ Ground Slab 6000 CY 370.33$ 2,221,956.00$ Concrete Overbreak 12"H/12"V 3000 CY 370.33$ 1,110,978.00$ Reinforcing Steel 210 TON 3,086.64$ 648,195.00$ 0.535 Support & Anchors-$ Rockbolts 1" @ 15' 300 EACH 786.58$ 235,973.00$ Rock Anchors 1" @ 25' 760 EACH 1,320.04$ 1,003,228.00$ .53B Bridge-$ Bridge 1 LS 2,962,678.00$ 2,962,678.00$ 0.6 Power Intakes-$ 0.61 Power Intake Structures & App-$ 0.611 Excavation-$ Overburden 99000 CY 15.92$ 1,575,793.00$ Rock 201600 CY 39.60$ 7,982,358.00$ 0.613 Surface Preparation-$ Horizontal 12100 SF 2.46$ 29,766.00$ Inclined 58000 SF 3.56$ 206,480.00$ 0.614 Concrete and Shotcrete-$ Structure-$ Concrete Structure 14500 CY 582.42$ 8,445,116.00$ Concrete Overbreak 12"H/6"V 1530 CY 360.23$ 551,146.00$ Reinforcing Steel 940 TON 3,086.64$ 2,901,446.00$ 0.615 Support & Anchors-$ Approach-$ Rockbolts 1" @ 15' 140 EACH 786.58$ 110,121.00$ .61C Mechanical-$ Trashracks/Guides 4 SETS 382,840.00$ 1,531,360.00$ Bulkhead Gate Guides 4 SETS 168,900.00$ 675,600.00$ Bulkhead Gates & Followers 1 SETS 619,300.00$ 619,300.00$ Intake Gantry Crane 1 EACH 2,815,000.00$ 2,815,000.00$ Intake Gate Equipment 4 EACH 2,049,320.00$ 8,197,280.00$ Miscellaneous Electrical 1 LS 237,000.00$ 237,000.00$ .61D Intake Building -$ Intake Building 1 LS 473,882.00$ 473,882.00$ 0.7 Surge Chambers-$ 0.71 Surge Chamber-$ 0.711 Excavation-$ Chamber Rock 153800 CY 96.04$ 14,771,512.00$ Vent Shaft Rock 2300 CY 641.49$ 1,475,434.00$ 0.713 Surface Preparations 6,100 SF 2.45$ 14,974.00$ 0.714 Concrete and Shotcrete-$ By: HDR22 of 26Watana‐Devil Canyon Chamber-$ Concrete Chamber 1,300 CY 548.76$ 713,383.00$ Concrete Overbreak 140 CY 471.32$ 65,985.00$ Reinforcing Steel 65 TON 3,086.65$ 200,632.00$ 3" Shotcrete 3,200 SF 8.21$ 26,273.00$ 2" Shotcrete 2,300 SF 5.63$ 12,939.00$ Vent Shaft-$ 2" Shotcrete 6,300 SF 5.63$ 35,441.00$ 0.715 Support and Anchors-$ Chamber-$ Rockbolts 1" @ 25' 725 EACH 1,320.04$ 957,027.00$ Rockbolts 1" @ 15' 600 EACH 786.58$ 471,947.00$ Steel Mesh 29,400 SF 6.26$ 184,077.00$ Steel Support 70 TON 13,684.36$ 957,905.00$ Vent Shaft-$ Rockbolts 3/4" @ 6' 400 EACH 349.70$ 139,880.00$ Steel Mesh 1,300 SF 6.80$ 8,846.00$ 0.717 Drainage Holes (In Chamber Crown) 13,650 LF -$ -$ 0.8 Penstocks-$ 0.81 Penstocks-$ 0.811 Excavation Tunnels-$ Rock Horizontal 10,500 CY 164.79$ 1,730,245.00$ Rock Inclined 44,600 CY 325.72$ 14,527,123.00$ 0.813 Surface Preparations/Grouting-$ Surface Preparation-$ Tunnels 173,500 SF 2.45$ 425,887.00$ Contact Grouting 1 LS 191,022.00$ 191,022.00$ Consolidation Grouting 1 LS 525,311.00$ 525,311.00$ 0.814 Concrete and Shotcrete-$ Concrete Liner 17,600 CY 1,036.91$ 18,249,665.00$ Concrete Plug 10,000 CY 807.98$ 8,079,840.00$ Concrete Overbreak 6" 4,700 CY 740.65$ 3,481,064.00$ Concrete Overbreak Plug 860 CY 740.65$ 636,961.00$ Reinforcing Steel 18 TON 3,055.39$ 54,997.00$ 2" Shotcrete 19,100 SF 5.63$ 107,447.00$ 0.815 Support and Anchors-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 132,004.00$ Rockbolts 1" @ 6' 1,350 EACH 349.70$ 472,095.00$ Steel Mesh 86,800 SF 6.80$ 590,268.00$ 0.818 Structural- Misc Steelwork-$ Steel Liner 2,000 TON 10,340.36$ 20,680,720.00$ 0.9 Tailrace Works-$ 0.91 Tailrace Tunnels/Portals-$ 0.911 Excavation -$ Tunnels-$ Rocks 329,300 CY 99.01$ 32,603,116.00$ Portal-$ Overburden 40,000 CY 18.33$ 733,340.00$ Rock 21,000 CY 52.56$ 1,103,682.00$ 0.913 Surface Preparation-$ Tunnels-$ Tunnel 582,000 SF 3.56$ 2,070,849.00$ Portal-$ Horizontal 400 SF 2.46$ 982.00$ Inclined 2,700 SF 3.56$ 9,607.00$ 0.914 Concrete and Shotcrete-$ Tunnels-$ Concrete Lining 31,700 CY 471.32$ 14,940,971.00$ Concrete Overbreak 6" 16,200 CY 349.06$ 5,654,772.00$ Reinforcing Steel 13 TON 3,086.62$ 40,126.00$ 2" Shotcrete 17,500 SF 5.63$ 98,446.00$ Portal-$ Concrete Base Slab 100 CY 696.89$ 69,689.00$ By: HDR23 of 26Watana‐Devil Canyon Concrete Walls 650 CY 696.89$ 452,976.00$ Concrete Overbreak 12"H/6"V 50 CY 523.60$ 26,180.00$ Reinforcing Steel 50 TON 3,086.64$ 154,332.00$ 0.915 Supports and Anchors-$ Tunnels-$ Rockbolts 1" @ 12' 3,160 EACH 564.79$ 1,784,744.00$ Rockbolts 1" @ 9' 490 EACH 461.91$ 226,334.00$ Steel Mesh 291,000 SF 6.87$ 1,999,123.00$ Steel Support 232 TON 13,684.35$ 3,174,770.00$ Portal-$ Rockbolts 1" @ 15' 100 EACH 786.58$ 78,658.00$ 0.916 Mechanical-$ Stoplog Guides 1 LS 97,170.00$ 97,170.00$ -$ 416,000,000$ 333Waterwheels, Turbines, and Generators-$ 0.1 Turbines and Governors-$ 0.11 Turbines and Governors-$ 0.111 Supply4 EACH 73,750,000.00$ 295,000,000.00$ 0.112 Install4 EACH -$ -$ 0.2 Generators and Exciters-$ 0.21 Generators and Exciters-$ 0.211 Generators and Exciters 4 EACH -$ 0.3 Total Bid From Vendor (includes all equipment in this category)-$ 295,000,000$ Price from Voith Bid-$ -$ 334Accessory Electrical Equipment-$ 0.1 Connections, Supports, and Structures.-$ 0.11 Structures-$ 0.111 Structures (Incl. Below)-$ 0.12 Conductors and Insulators-$ 0.121 Generator Isolated Bus 1 LS 4,740,000.00$ 4,740,000.00$ 0.122 HV Power Cables and Access. 1 LS 2,844,000.00$ 2,844,000.00$ 0.123 LV Power Cables and Access. 1 LS 948,000.00$ 948,000.00$ 0.124 Control Cables and Accessories 1 LS 1,422,000.00$ 1,422,000.00$ 0.125 Grounding System 1 LS 355,500.00$ 355,500.00$ 0.13 Conduits and Fittings-$ 0.131 Conduits and Fittings 1 LS 711,000.00$ 711,000.00$ 0.2 Switchgear and Control Equipment-$ 0.21 Auxiliary Transformers-$ 0.211 Auxiliary Transformers 4 EACH 65,040.00$ 260,160.00$ 0.22 Circuit Breakers-$ 0.221 Circuit Breakers (not required)-$ 0.23 Surge Protection and Generator Cubicles-$ 0.231 Surge Protection and Generator Cubicles 1 LS 734,700.00$ 734,700.00$ 0.24 Switchboards-$ 0.241 Switchboards 1 LS 1,706,400.00$ 1,706,400.00$ 0.25 Aux. Power Equipment Incl. Battery-$ 0.251 Aux. Power Equipment 1 LS 521,400.00$ 521,400.00$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, Relay, and Meter Boards-$ 0.311 Control, Relay, and Meter Boards 1 LS 1,659,000.00$ 1,659,000.00$ 0.32 Computer Control System-$ 0.321 Computer Control System (incl. in 353)-$ 0.33 Supervisory. And Telemeter System-$ 0.331 Supervisory. And Telemeter System (included in 353)-$ 0.4 Power Transformers-$ 0.41 Power Transformers-$ 0.411 Power Transformers 13 EACH 1,300,000.00$ 16,900,000.00$ 0.5 Lighting System-$ 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,564,200.00$ 1,564,200.00$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900.00$ 402,900.00$ By: HDR24 of 26Watana‐Devil Canyon 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 521,400.00$ 521,400.00$ 0.7 Surface Accessory Elec. Equipment-$ 0.71 4.16 kV and LV Equipment-$ 0.711 Switchboards 1 LS 165,900.00$ 165,900.00$ 0.712 Cables1 LS 521,400.00$ 521,400.00$ 0.713 Aux. Transformers 1 LS 284,400.00$ 284,400.00$ 0.73 Diesel Generators - Standby-$ 0.731 Diesel Generators - Standby 2 EACH 337,800.00$ 675,600.00$ 0.74 Exterior Lighting-$ 0.741 Exterior Lighting 1 LS 592,500.00$ 592,500.00$ -$ 38,000,000$ 335Misc. Power Plant Equipment-$ 0.1 Auxiliary Systems - Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 3,081,000.00$ 3,081,000.00$ 0.12 Fire Protection Systems-$ 0.121 Fire Protection Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.13 Compressed Air Systems-$ 0.131 Compressed Air Systems 1 LS 3,318,000.00$ 3,318,000.00$ 0.14 Oil Handling Systems-$ 0.141 Oil Handling Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.15 Drainage And Dewatering-$ 0.151 Drainage And Dewatering 1 LS 3,555,000.00$ 3,555,000.00$ 0.16 Heat, Vent, and Cooling System-$ 0.161 Heat, Vent, and Cooling System 1 LS 2,844,000.00$ 2,844,000.00$ 0.17 Miscellaneous-$ 0.171 Miscellaneous 1 LS 2,133,000.00$ 2,133,000.00$ 0.2 Auxiliary Systems - Surface Facilities-$ 0.21 Auxiliary Systems - Surface Facilities-$ 0.211 Auxiliary Systems - Surface Facilities 1 LS 355,500.00$ 355,500.00$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes-$ 0.311 Powerhouse Cranes 2 EACH 1,936,800.00$ 3,873,600.00$ ok0.32 Elevators-$ 0.321 Elevators1 LS 545,100.00$ 545,100.00$ 0.33 Misc. Cranes and Hoist-$ 0.331 Misc. Cranes and Hoist 1 LS 505,500.00$ 505,500.00$ 0.34 Compensation Pumps-$ 0.341 Pumps and Motors 2 EACH 1,300,800.00$ 2,601,600.00$ 0.342 Valves4 EACH 151,760.00$ 607,040.00$ 0.35 Machine Shop Equipment-$ 0.351 Machine Shop Equipment 1 LS 474,000.00$ 474,000.00$ 0.4 General Station Equipment (Included in Mechanical and Electrical Systems)-$ 0.5 Communication Equipment 1 LS 213,300.00$ 213,300.00$ -$ 29,000,000$ 336Roads-$ 0.1 Roads-$ 0.12 Site Roads-$ Site Roads7 MILE 750,000.00$ 5,250,000.00$ Maintenance 60 MI/YRS 205,489.98$ 12,329,399.00$ 0.13 Trans Dam Crossing-$ Trans Dam Crossing (7.26 Miles)-$ Clearing 45 ACRE 10,953.82$ 492,922.00$ Waste Excavation 132,300 CY 9.12$ 1,206,206.00$ Common Excavation 114,500 CY 7.99$ 914,752.00$ Rock Excavation 12,200 CY 28.21$ 344,153.00$ Borrow 90,200 CY 12.14$ 1,095,035.00$ NFS Subbase Material 27,960 CY 18.17$ 508,135.00$ Grade "A" Base Material 15,260 CY 33.92$ 517,565.00$ D-1 Base Material 6,370 TON 43.62$ 277,833.00$ A.C. Surfacing 5,830 TON 195.78$ 1,141,374.00$ By: HDR25 of 26Watana‐Devil Canyon Guardrail 2,640 LF 89.20$ 235,489.00$ 18" Culverts 1,785 LF 60.01$ 107,122.00$ Thaw Pipes 1,785 LF 89.84$ 160,368.00$ Topsoil and Seed 29 ACRE 7,266.03$ 210,715.00$ Traffic Control Devices 3 MILE 37,438.33$ 112,315.00$ Maintenance-$ Maintenance 7 MI/YRS 29,276.29$ 204,934.00$ -$ 25,000,000$ 350‐359Transmission PlantSubstations per EPS Cost Estimate (1 at Devil Canyon) 1 EA35,000,000.00$ 35,000,000.00$ 35,000,000.00$ General Plant-$ 389Land and Land Rights (Included in 330)-$ -$ 390Structures and Improvements (Included in 331.2)-$ -$ 391Office Furniture/Equipment (Included in 399)-$ -$ 392Transportation Equipment (Included in 399)-$ -$ 393Stores Equipment (Included in 399)-$ -$ 394Tools Shop and Garage Equipment (Included in 399)-$ -$ 395Laboratory Equipment (Included in 399)-$ -$ 396Power Operated Equipment (Included in 399)-$ -$ 397Communications Equipment (Included in 399)-$ -$ 398Miscellaneous Equipment (Included in 399)-$ -$ 399Other Tangible Property1 LS 16,000,000.00$ 16,000,000.00$ -$ 16,000,000$ Indirect Costs-$ 61Temporary Construction Facilities (Included in Direct Costs)-$ 62Construction Equipment (Included in Direct Costs)-$ 63Main Construction Camp1 LS 180,000,000.00$ 180,000,000.00$ 0.1180,000,000$ 64Labor Expense (Included in Direct Costs)-$ 65Superintendence (Included in Direct Costs)-$ 66Insurance (Included in Direct Costs)-$ 68Mitigation Fishery, Terrestrial and Recreational) -$ 69Fees (Included in Direct Costs)-$ Subtotal2,151,000,000$ Contingency20%-$ 430,000,000$ Subtotal-$ 71AEngineering (4%), Environmental (2%), Regulatory (1%) 7%-$ 151,000,000$ 71BConstruction Management (4%)4%86,000,000$ 72Legal Expenses0%-$ 75Taxes0%-$ 76Administrative & Gen. Expenses0%-$ 77Interest0%-$ 80Earnings/Expenses During Construction0%-$ Total Project Cost2,818,000,000$ By: HDR26 of 26Watana‐Devil Canyon FERC LineSub CategoriesQuantity Units Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 120,870,000.00$ 120,870,000$ 0.2 Land Rights-$ 0.3 Misc Charges in Credit Above-$ -$ 121,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 122,500 CY 90.12$ 11,040,000$ Draft Tube Rock 25,200 CY 90.12$ 2,270,000$ 0.113 Surface Preparation/ Grouting-$ Powerhouse 99,000 SF 3.33$ 330,000$ Draft Tube 76,500 SF 3.33$ 250,000$ Grout Curtain- Drill holes 43,800 LF 27.63$ 1,210,000$ Grout Curtain- Cement 17,500 CF 81.10$ 1,420,000$ 0.114 Concrete and Shot Crete-$ Powerhouse Concrete 32,600 CY 692.87$ 22,590,000$ Powerhouse Concrete Overbreak 2,400 CY 447.21$ 1,070,000$ Powerhouse Reinforcing Steel 1,630 TON 2,858.29$ 4,660,000$ Powerhouse 4" Shotcrete 41,000 SF 10.14$ 420,000$ Draft Tube Concrete 12,000 CY 692.87$ 8,310,000$ Draft Tube Concrete Overbreak 2,500 CY 447.21$ 1,120,000$ Draft Tube Reinforcing Steel 990 TON 2,858.29$ 2,830,000$ Draft Tube 2" Shotcrete 6,100 SF 5.45$ 30,000$ 0.115 Support and Anchors-$ Powerhouse Rockbolts 1" @ 25' Hy 970 EA 1,234.86$ 1,200,000$ Powerhouse Rockbolts 1" @ 15' 1,970 EA 735.81$ 1,450,000$ Powerhouse Steel Mesh 44,600 SF 5.81$ 260,000$ Powerhouse Steel Support 137 TON 12,671.94$ 1,740,000$ Draft Tube Rockbolts 1" @ 25' Hy 150 EA 1,234.86$ 190,000$ Draft Tube Rockbolts 1" @ 12' 390 EA 528.34$ 210,000$ Draft Tube Rockbolts 1" @ 9' 190 EA 432.12$ 80,000$ Draft Tube Steel Mesh 18,900 SF 6.55$ 120,000$ 0.117 Holes (U/S of Powerhouse) 15,000 LF 51.32$ 770,000$ Holes (Powerhouse Crown) 28,500 LF 51.32$ 1,460,000$ 0.118 Structural- Misc Steelwork-$ Powerhouse and Draft Tube- Steel Crane Rails 1 LS 10,276,309.00$ 10,280,000$ 0.119 Architectural- Powerhouse 1 LS 2,927,898.00$ 2,930,000$ 0.11c Mechanical -$ Draft Tube Gates 4 SETS 427,880.00$ 1,710,000$ Draft Tube Gate Guides 6 SETS 202,680.00$ 1,220,000$ Date: 11/13/2009Staged Development (6 Turbines Watana 4 Turbines Devil Canyon)Watana IDescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates for 1982 quantitiesBy: HDRBy: Leanne Andruszkiewicz, EIT Checked By: David Elwood, E.I.T.Alternatives- 2008 DollarsBy: HDR1 of 35Staged Development Draft Tube Crane 1 LS 1,140,000.00$ 1,140,000$ 0.12 Access Tunnels and Portals -$ 0.121 Excavation-$ Main Tunnel 50,250 CY 97.45$ 4,900,000$ Transformer Gallery Tunnel 17,750 CY 97.45$ 1,730,000$ Grouting Gallery Tunnel 1,900 CY 396.04$ 750,000$ Surge Chamber Access Tunnel 7,250 CY 145.22$ 1,050,000$ Penstock Access Tunnel 61,500 CY 145.22$ 8,930,000$ Penstock Elbow Access Tunnel 15,000 CY 145.22$ 2,180,000$ Access Shaft Tunnel 1,300 CY 145.22$ 190,000$ Connector Tunnel 1,900 CY 379.26$ 720,000$ Portals Overburden 6,000 CY 17.14$ 100,000$ Portals Rock 3,000 CY 49.31$ 150,000$ 0.123 Surface Preparation -$ Main Tunnel Slab 53,100 SF 2.21$ 120,000$ Penstock Access Slab 65,200 SF 2.21$ 140,000$ Horizontal Portal 200 SF 2.30$ -$ Inclined Portal 2,100 SF 3.33$ 10,000$ 0.124 Concrete and Shot Crete-$ Main Portal-$ Concrete Slab 30 CY 406.27$ 10,000$ Concrete Walls 570 CY 406.27$ 230,000$ Concrete Overbreak 50 CY 368.48$ 20,000$ Reinforcing Steel 40 TON 2,887.51$ 120,000$ Tunnels-$ Concrete Slab Main Tunnel 1,950 CY 503.90$ 980,000$ Concrete Plugs Penstock Elbow Acc 15,000 CY 755.86$ 11,340,000$ Concrete Overbreak Main Tunnel 6" 1,000 CY 346.43$ 350,000$ Reinforcing Steel 70 TON 2,887.51$ 200,000$ 2 " Shotcrete Main Tunnel 20,100 SF 5.26$ 110,000$ 2 " Shotcrete Transformer Gallery 7,100 SF 5.26$ 40,000$ 2 " Shotcrete Surge Chamber Acc 3,900 SF 5.26$ 20,000$ 2 " Shotcrete Penstock Access 24,700 SF 5.26$ 130,000$ 2 " Shotcrete Penstock Elbow Acc 7,100 SF 5.26$ 40,000$ 2 " Shotcrete Access Shaft 300 SF 5.26$ -$ 2 " Shotcrete Grout Gallery 800 SF 5.26$ -$ 2 " Shotcrete Connector Tunnel 800 SF 5.26$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @12' 1,200 EA 528.34$ 630,000$ Rockbolts 1" @ 9' 250 EA 432.12$ 110,000$ Steel Mesh 63,000 SF 6.37$ 400,000$ Steel Support 66 TON 12,801.49$ 840,000$ Main Tunnel Portal-$ Rockbolts 1" @15' 50 EA 735.79$ 40,000$ Transformer Gallery Tunnel -$ Rockbolts 1" @12' 410 EA 528.34$ 220,000$ Rockbolts 1" @ 9' 70 EA 432.12$ 30,000$ Steel Mesh 22,500 SF 5.89$ 130,000$ Steel Support 24 TON 12,801.49$ 310,000$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327.15$ 50,000$ Steel Mesh 160 SF 6.37$ -$ By: HDR2 of 35Staged Development Steel Support 2 TON 12,801.49$ 30,000$ Surge Chamber Access Tunnel-$ Rockbolts 1" @12' 230 EA 528.34$ 120,000$ Rockbolts 1" @ 9' 50 EA 432.12$ 20,000$ Steel Mesh 12,050 SF 6.37$ 80,000$ Steel Support 14 TON 12,801.49$ 180,000$ Penstock Access Tunnel-$ Rockbolts 1" @12' 1,430 EA 528.34$ 760,000$ Rockbolts 1" @ 9' 240 EA 432.12$ 100,000$ Steel Mesh 77,500 SF 6.37$ 490,000$ Steel Support 58 TON 12,801.49$ 740,000$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @12' 420 EA 528.34$ 220,000$ Rockbolts 1" @ 9' 120 EA 432.12$ 50,000$ Steel Mesh 22,500 SF 6.37$ 140,000$ Steel Support 30 TON 12,801.49$ 380,000$ Access Shaft Tunnel-$ Rockbolts 1" @12' 20 EA 528.34$ 10,000$ Rockbolts 1" @ 9' 20 EA 432.12$ 10,000$ Steel Mesh 930 SF 6.37$ 10,000$ Steel Support 8 TON 12,801.49$ 100,000$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EA 327.15$ 50,000$ Steel Mesh 160 SF 6.37$ -$ Steel Support 2 TON 12,801.49$ 30,000$ 0.129 Architectural- Main Portal Doors 2 SETS 158,371.90$ 320,000$ 0.12c Mechanical Ventilation System -$ 0.13 Access Shaft-$ 0.131 Excavation Rock 13,700 CY 227.67$ 3,120,000$ 0.133 Surface Preparation Shaft 64,000 SF 3.33$ 210,000$ 0.134 Concrete and Shot Crete-$ Concrete Lining 3,350 CY 944.82$ 3,170,000$ Concrete Overbreak 6" 1,220 CY 551.14$ 670,000$ 0.135 Support and Anchors - Rockbolts 3/4" @ 6' 1,050 EA 327.15$ 340,000$ 0.138 Structural Misc Steelwork 50 TON 7,395.00$ 370,000$ 0.139 Architectural- control Building -$ 0.13c Mechanical Elevators 1 LS 2,368,815.00$ 2,370,000$ 0.14 Fire Protection Head Tank-$ 0.141 Excavation 1,150 CY 588.80$ 680,000$ 0.143 Surface Preparation 2,800 SF 2.30$ 10,000$ 0.144 Concrete & Shotcrete-$ Concrete 250 CY 963.72$ 240,000$ Concrete Overbreak 6" 45 CY 406.27$ 20,000$ Reinforcing Steel 10 TON 2,858.29$ 30,000$ 0.145 Support and Anchors-$ Rockbolts 1" @12' 25 EA 528.34$ 10,000$ Rockbolts 1" @ 9' 10 EA 432.12$ -$ Steel Mesh 1,200 SF 6.30$ 10,000$ Steel Support 2 TON 12,671.95$ 30,000$ 0.148 Misc Steelwork 1 LS 73,297.50$ 70,000$ 0.14c Mechanical Piping/Valves -$ 0.15 Bus Tunnels (totals for 3 Bus Tunnels)-$ 0.151 Excavation-$ By: HDR3 of 35Staged Development Rock Horizontal 2,700 CY 213.70$ 580,000$ Rock Inclined 1,300 CY 601.04$ 780,000$ 0.153 Surface Preparation- Tunnels 7,100 SF 3.33$ 20,000$ 0.154 Concrete and Shotcrete-$ Concrete Slab 350 CY 818.84$ 290,000$ Concrete Overbreak 12" 250 CY 472.41$ 120,000$ Reinforcing Steel 18 TON 2,858.29$ 50,000$ 2" Shotcrete 2,200 SF 5.26$ 10,000$ 0.155 Supports and Anchors-$ Rockbolts 1" @ 25' 60 EA 1,234.86$ 70,000$ Rockbolts 1" @ 12' 140 EA 528.34$ 70,000$ Rockbolts 1" @ 9' 50 EA 432.12$ 20,000$ Steel Mesh 6,800 SF 6.30$ 40,000$ Steel Support 11 TON 12,671.94$ 140,000$ 0.16 Transformer Gallery Tunnel-$ 0.161 Excavation- Rock 26,800 CY 87.44$ 2,340,000$ 0.163 Surface Preparation 24,600 SF 2.30$ 60,000$ 0.164 Concrete and Shotcrete-$ Concrete Base Slab 2,400 CY 1,228.27$ 2,950,000$ Concrete Overbreak 12"H/6"V 770 CY 377.93$ 290,000$ Reinforcing Steel 120 TON 2,858.29$ 340,000$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 600 EA 1,234.86$ 740,000$ Rockbolts 1" @ 15' 270 EA 735.81$ 200,000$ Steel Mesh 20,700 SF 5.81$ 120,000$ Steel Support 29 TON 12,671.94$ 370,000$ 0.167 Drainage Holes 8,300 LF 47.95$ 400,000$ 0.17 Cable Shafts -$ 0.171 Excavation Rock 3,400 CY 601.04$ 2,040,000$ 0.173 Surface Preparation Shafts 41,400 SF 3.33$ 140,000$ 0.174 Concrete and Shotcrete-$ Concrete Lining 1,040 CY 1,763.66$ 1,830,000$ Concrete Overbreak 6" 800 CY 881.83$ 710,000$ 0.175 Supports and Anchors- Rockbolts 3/4" @ 6' 650 EA 327.15$ 210,000$ 0.178 Structural Misc Steelwork 18 TON 15,602.00$ 280,000$ 0.179 Architectural- Enclosures 1 LS 199,317.00$ 200,000$ 0.17c Mechanical Hoist 2 EA 476,960.00$ 950,000$ 0.18 Dewatering (during Construction)-$ 0.181 Dewatering (Power Facilities) 1 LS 1,336,798.50$ 1,340,000$ 0.19 Instrumentation-$ 0.191 Instrumentation 1 LS 1,714,813.50$ 1,710,000$ 0.2 Misc Buildings (Control Buildings) 1 LS 4,433,085.00$ 4,430,000$ 0.3 Permanent Town (included in 63.5)-$ 159,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 23,000 ACRE 3,006$ 69,130,000$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ Upper Tunnel-$ Rock 221,000 CY 92$ 20,400,000$ Lower Tunnel-$ By: HDR4 of 35Staged Development Rock 208,000 CY 92$ 19,200,000$ Excavate Concrete for Plug 700 CY 97$ 70,000$ Upstream Upper Portal-$ Rock Usable (Face Only) 11,200 CY 49$ 550,000$ Upstream Lower Portal (Including Most Excavation. for Upper Portal) -$ Rock Usable 108,000 CY 49$ 5,310,000$ Rock Waste 21,750 CY 49$ 1,070,000$ Downstream Portals-$ Overburden 17,000 CY 17$ 290,000$ Rock Usable 120,000 CY 49$ 5,900,000$ Rock Waste 28,000 CY 49$ 1,380,000$ Emergency Release Chambers-$ Excavate Concrete for Plugs 1,800 CY 102$ 180,000$ Gate Chamber 4,700 CY 111$ 520,000$ Access Tunnel to Gate Chamber-$ Rock 19,100 CY 97$ 1,860,000$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 12$ 270,000$ 0.213 Surface Preparation \ grouting-$ Upstream Upper Portal -$ Horizontal 3,200 SF 2$ 10,000$ Inclined 8,600 SF 3$ 30,000$ Upstream Lower Portal -$ Horizontal 1,300 SF 2$ -$ Inclined 14,900 SF 3$ 50,000$ Downstream Upper Portal-$ Horizontal 6,100 SF 2$ 10,000$ Inclined 20,500 SF 3$ 70,000$ Downstream Lower Portal-$ Horizontal 600 SF 2$ -$ Inclined 5,600 SF 3$ 20,000$ Grout Upper Tunnel Plugs -$ Drill Holes 4,100 LF 27$ 110,000$ Cement 820 CF 81$ 70,000$ Grout Lower Tunnel Permanent Plugs -$ Drill Holes 2,050 LF 27$ 50,000$ Cement 410 CF 81$ 30,000$ 0.214 Concrete and Shotcrete-$ Upper Tunnel-$ Concrete Lining 42,400 CY 567$ 24,040,000$ Concrete Lining Overbreak 6" 10,200 CY 315$ 3,210,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 56,000 SF 5$ 290,000$ Lower Tunnel-$ Concrete Lining 37,600 CY 567$ 21,320,000$ Concrete Lining for Plug 6,200 CY 428$ 2,660,000$ Concrete Lining Overbreak 6" 10,000 CY 315$ 3,150,000$ Reinforcing Steel 24 TON 2,888$ 70,000$ 2" Shotcrete 57,900 SF 5$ 300,000$ Upstream Upper Portal-$ Concrete Headwall 3,200 CY 652$ 2,090,000$ Concrete Lining 1,300 CY 652$ 850,000$ Concrete Slab 750 CY 652$ 490,000$ Concrete Piers 800 CY 652$ 520,000$ By: HDR5 of 35Staged Development Concrete Overbreak 12" H/6"V 300 CY 472$ 140,000$ Reinforcing Steel 400 TON 2,888$ 1,160,000$ Upstream Lower Portal -$ Concrete Headwall 4,500 CY 652$ 2,930,000$ Concrete Lining 3,000 CY 652$ 1,960,000$ Concrete Slab 300 CY 652$ 200,000$ Concrete Piers 700 CY 652$ 460,000$ Concrete Overbreak 12" H/6"V 350 CY 472$ 170,000$ Reinforcing Steel 600 TON 2,888$ 1,730,000$ Downstream Upper Portal-$ Concrete Headwall 500 CY 652$ 330,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 100 CY 472$ 50,000$ Reinforcing Steel 40 TON 2,888$ 120,000$ Downstream Lower Portal-$ Concrete Headwall 2,500 CY 652$ 1,630,000$ Concrete Slab 100 CY 652$ 70,000$ Concrete Overbreak 12" H/6"V 150 CY 472$ 70,000$ Reinforcing Steel 170 TON 2,888$ 490,000$ Downstream Flip Bucket-$ Concrete Slab 800 CY 652$ 520,000$ Concrete Walls 2,300 CY 652$ 1,500,000$ Concrete Invert 1,200 CY 652$ 780,000$ Concrete Overbreak 12" H/6"V 410 CY 42$ 20,000$ Reinforcing Steel 280 TON 2,888$ 810,000$ Downstream Retaining Wall-$ Concrete Slab 200 CY 652$ 130,000$ Concrete Walls 2,000 CY 652$ 1,300,000$ Concrete Overbreak 12" H/6"V 110 CY 472$ 50,000$ Reinforcing Steel 90 TON 2,888$ 260,000$ Emergency Release Chambers-$ Concrete Plug 15,300 CY 756$ 11,560,000$ 4" Shotcrete 2,790 SF 10$ 30,000$ Access Tunnel to Gate Chamber-$ 2" Shotcrete 12,800 SF 5$ 70,000$ 0.215 Supports and Anchors-$ Lower Tunnel-$ Rockbolts 1" @ 12' 3,650 EA 528$ 1,930,000$ Rockbolts 1" @ 9' 620 EA 432$ 270,000$ Steel Mesh 217,100 SF 6$ 1,380,000$ Steel Support 220 TON 12,801$ 2,820,000$ Upper Tunnel-$ Rockbolts 1" @ 12' 3,530 EA 528$ 1,870,000$ Rockbolts 1" @ 9' 600 EA 432$ 260,000$ Steel Mesh 210,200 SF 6$ 1,340,000$ Steel Support 213 TON 12,801$ 2,730,000$ Upstream Lower Portal-$ Rockbolts 1" @ 15' 240 EA 736$ 180,000$ Anchors 1" @ 25' 290 EA 1,235$ 360,000$ Upstream Upper Portal -$ Rockbolts 1" @ 15'-$ Anchors 1" @ 25' 130 EA 736$ 100,000$ Downstream Lower Portal-$ By: HDR6 of 35Staged Development Rockbolts 1" @ 15' 200 EA 736$ 150,000$ Downstream Upper Portal-$ Rockbolts 1" @ 15' 100 EA 736$ 70,000$ Retaining Wall Anchors 1" @25' 100 EA 1,235$ 120,000$ Emergency Release Chambers-$ Rockbolts 1" @ 25' 100 EA 1,235$ 120,000$ Rockbolts 1" @ 15' 125 EA 736$ 90,000$ Steel Mesh 3,600 SF 6$ 20,000$ Steel Support 14 TON 12,801$ 180,000$ Metal to Roof Anchors 3/4" @ 6' 20 EA 342$ 10,000$ Access Tunnel to Gate Chamber-$ Rockbolts 1" @ 12' 775 EA 528$ 410,000$ Rockbolts 1" @ 9' 240 EA 432$ 100,000$ Steel Mesh 39,900 SF 6$ 250,000$ Steel Support 55 TON 12,801$ 700,000$ 0.218 Structural- Misc Steelwork 2,775 SF 94$ 260,000$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 2 EA 5,073,120$ 10,150,000$ Upstream Upper Gates-$ Gate Equipment 2 EA 2,840,080$ 5,680,000$ Trashracks 1 LS 1,777,500$ 1,780,000$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 142,200$ 140,000$ Stoplogs includes follower 1 LS 1,967,100$ 1,970,000$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950$ 80,000$ Low Level Release-$ Slide Gates Include Steel Liner 9 EA 3,517,470$ 31,660,000$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 1,000 CY 12$ 10,000$ 0.222 Fill-$ Rock Fill 38,400 CY 11$ 420,000$ Fine Filter 16,600 CY 37$ 610,000$ Coarse Filter 15,900 CY 30$ 480,000$ Rock Shell 196,500 CY 11$ 2,060,000$ Closure Dike 58,500 CY 11$ 640,000$ Rip Rap 21,200 CY 24$ 510,000$ 0.223 Cutoff Slurry Wall-$ excavation 4,850 CY 5$ 20,000$ slurry wall 43,600 SF 72$ 3,160,000$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685$ 5,810,000$ Dewatering Maintenance 1 LS 22,377,990$ 22,380,000$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ overburden 5,000 CY 12$ 60,000$ Rock 500 CY 10$ -$ Removal of Cofferdam 14,500 CY 13$ 200,000$ 0.232 Fill-$ Rip Rap 1,800 CY 24$ 40,000$ By: HDR7 of 35Staged Development Closure Dike 15,200 CY 11$ 170,000$ 0.233 Cutoff Slurry Wall-$ Excavation 1,830 CY 5$ 10,000$ Slurry Wall 16,500 SF 72$ 1,200,000$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 ####### CY 12$ 23,360,000$ Overburden below el. 1470 ####### CY 11$ 58,840,000$ Rock Usable above el. 1470 ####### CY 43$ 55,470,000$ Rock Usable below el. 1470 478,000 CY 44$ 20,900,000$ Rock Waste above el. 1470 ####### CY 43$ 83,910,000$ Rock Waste below el. 1470 869,500 CY 50$ 43,630,000$ 0.312 Fill- From 1985 FERC Application-$ Rip Rap (upstream) 733,802 CY 23$ 17,100,000$ Gravel (upstream) ####### CY 21$ 245,700,000$ Coarse Filter (upstream) 925,759 CY 29$ 26,720,000$ Fine Filter (upstream) ####### CY 38$ 39,640,000$ Core (impervious) ####### CY 25$ 159,830,000$ Fine Filter (downstream) ####### CY 38$ 44,410,000$ Coarse Filter (downstream) ####### CY 29$ 31,000,000$ Shell- Rock and Gravel ####### CY 19$ 103,190,000$ Shell- Rock From Other Sources ####### CY 10$ 25,930,000$ Cobbles (downstream Face) 950,100 CY 16$ 15,530,000$ Road Base 12,000 CY 34$ 410,000$ Frost Protection-$ Process Protection 960,000 CY 10$ 9,900,000$ Place Protection 960,000 CY 3$ 3,160,000$ Remove 1' Protect and Waste 93,000 CY 7$ 670,000$ Scarify Core Surface 193 ACRE 859$ 170,000$ Filter Fabric-$ Filter Fabric 592,000 SF 1$ 520,000$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 ####### SF 3$ 4,170,000$ Under Core/Filters below el. 1500 490,000 SF 3$ 1,520,000$ Under Shell above el. 1500 ####### SF 2$ 8,920,000$ Under Shell below el. 1500 ####### SF 2$ 4,440,000$ Consolidation Grout-$ Drill Holes 550,000 LF 12$ 6,550,000$ Cement 550,000 CF 68$ 37,300,000$ Grout Curtain-$ Drill Holes 372,000 LF 27$ 9,950,000$ Cement 149,000 CF 81$ 12,080,000$ Dental Concrete-$ Dental Concrete 68,000 CY 365$ 24,840,000$ 0.317 Drainage-$ Holes 109,000 LF 51$ 5,590,000$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 8,100 CY 395$ 3,200,000$ Rock Inclined 9,000 CY 553$ 4,980,000$ By: HDR8 of 35Staged Development Rock Vertical 1,600 CY 536$ 860,000$ Tunnels/ Shafts- Access -$ Rock Horizontal 10,400 CY 395$ 4,110,000$ Rock Inclined 1,600 CY 553$ 880,000$ Portals -$ Overburden Rock 2,900 CY 17$ 50,000$ Rock 800 CY 49$ 40,000$ 0.323 Surface Preparation-$ Portals -$ Horizontal 24 SF 2$ -$ Inclined 160 SF 3$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 800 CY 428$ 340,000$ Concrete Slab 1,800 CY 945$ 1,700,000$ Concrete Overbreak 6" 920 CY 756$ 700,000$ Reinforcing Steel 64 TON 2,888$ 180,000$ 2" Shotcrete 12,000 SF 5$ 60,000$ Tunnels-Access-$ Concrete Slab 1,280 CY 945$ 1,210,000$ Concrete Overbreak 6" 640 CY 756$ 480,000$ Reinforcing Steel 48 TON 2,888$ 140,000$ 2" Shotcrete 4,300 SF 5$ 20,000$ Shafts-$ 2" Shotcrete 4,000 SF 5$ 20,000$ Portals -$ Concrete 16 CY 406$ 10,000$ Reinforcing Steel 2 TON 2,888$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 1,400 EA 327$ 460,000$ Steel Mesh 2,400 SF 5$ 10,000$ Steel Support 16 TON 12,801$ 200,000$ Tunnels- Access-$ Rockbolts 3/4" @6' 960 EA 327$ 310,000$ Steel Mesh 880 SF 5$ -$ Steel Support 16 TON 12,801$ 200,000$ Shafts -$ Rockbolts 3/4" @6' 280 EA 327$ 90,000$ Steel Mesh 800 SF 5$ -$ Portals -$ Rockbolts 1" @15' 24 EA 736$ 20,000$ 0.329 Architectural Portal Doors-$ Portal Doors 1 LS 33,900$ 30,000$ 0.33 Instrumentation -$ 0.331 Instrumentation 1 LS 17,315,220$ 17,320,000$ 0.4 Relict Channel-$ 0.41 Shore Protection -$ 0.411 Excavation -$ Overburden Stripping 2' thick 2,200 CY 12$ 30,000$ 0.412 Fill -$ Dump and Spread-$ By: HDR9 of 35Staged Development Filter Material - 2' layer 2,200 CY 32$ 70,000$ Rock Spalls/ Rip Rap- 3' Ave 3,300 CY 10$ 30,000$ Shore Protection -$ Rip Rap 24,000 CY 24$ 580,000$ Waste Rock 24,000 CY 23$ 550,000$ 0.44 Channel Filter Blanket-$ 0.442 Fill-$ Coarse Filter ####### CY 34$ 98,170,000$ Fine Filter ####### CY 44$ 95,160,000$ Rip Rap 182,000 CY 24$ 4,420,000$ 0.443 Surface preparation-$ Foundation Prep -$ Clearing and Grubbing 460 ACRE 3,963$ 1,820,000$ Excavation ####### CY 16$ 34,930,000$ 1,718,000,000$ 0.5 Outlet Facilities0.51 Outlet Facilities- (Intake Civil Work Include in Power Intake ) 1 LS 73,000,000$ 73,000,000$ 0.52 Main (Chute ) Spillway (Includes Civil Works for Outlet Facilities) 1 LS 182,000,000$ 182,000,000$ 0.53 Emergency Spillway 1 LS 164,000,000$ 164,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 145,000,000$ 145,000,000$ 0.7 Surge Chamber1 LS 24,000,000$ 24,000,000$ 0.81 Head Race (Based on Penstock costs 1 LS 42,000,000$ 42,000,000$ 0.82 Penstocks 1 LS 25,000,000$ 25,000,000$ 0.9 Tailrace Works (1 Portal with Combined Tailrace/Diversion Tunnel) 1 LS 22,000,000$ 22,000,000$ 677,000,000$ 333Waterwheels, Turbines and Generators-$ 0.11 Turbines and Governors-$ 0.3 Bid From Vendors (includes all equipment in this category) 4 EA 79,200,000.00$ 316,800,000$ 317,000,000$ -$ -$ 334Accessory Electrical Equipment0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 3,792,000$ 3,790,000$ 0.122 HV Power Cables and Accessories 1 LS 1,540,500$ 1,540,000$ 0.123 LV Power Cables and Accessories 1 LS 711,000$ 710,000$ 0.124 Control Cables and Accessories 1 LS 1,303,500$ 1,300,000$ 0.125 Grounding System 1 LS 177,750$ 180,000$ 0.13 Conduits and Fittings-$ -$ 0.131 Conduits and Fittings 1 LS 474,000$ 470,000$ 0.2 Switchgear and Control Equipment-$ -$ 0.21 Auxiliary Transformers-$ -$ 0.211 Auxiliary Transformers 4 EA 83,811$ 340,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 4 EA 1,504,300$ 6,020,000$ 0.23 Surge Protectors and Generator Cubicles -$ -$ 0.231 Surge Protectors and Generator Cubicles 4 EA 50,000$ 200,000$ 0.24 Switch boards-$ -$ 0.241 Switch boards 1 LS 924,300$ 920,000$ 0.25 Auxiliary Power Equipment-$ -$ 0.251 Auxiliary Power Equipment 4 EA 100,000$ 400,000$ By: HDR10 of 35Staged Development 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ -$ 0.311 Control, relay and meter boards 4 EA 200,000$ 800,000$ 0.32 Computer Control System-$ -$ 0.321 Computer Control System -$ 0.33 Supervisor and Telemeter System-$ 0.331 Supervisor and Telemeter System -$ -$ -$ 0.4 Power Transformers -$ -$ 0.41 Power Transformers -$ -$ 0.411 Power Transformers 7 EA 3,600,000$ 25,200,000$ -$ -$ 0.5 Lighting System-$ -$ 0.51 Powerhouse and Transformer Gallery -$ -$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,824,900$ 1,820,000$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900$ 400,000$ -$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 782,100$ 780,000$ -$ 0.7 Surface Accessory Equipment-$ 0.71 34.5 kV and LV Equipment-$ 0.711 Switchboard 1 LS 213,300$ 210,000$ 0.712 Cables 1 LS 450,300$ 450,000$ 0.713 Aux Transformers 1 LS 284,400$ 280,000$ 0.73 Diesel Generator- Standby -$ 0.731 Diesel Generator- Standby 2 EA 347,550$ 700,000$ 0.74 Exterior Lighting -$ 0.741 Exterior Lighting 1 LS 355,500$ 360,000$ 0.75 Mimic Board- Control Building-$ 0.751 Mimic Board- Control Building 1 LS 1,185,000$ 1,190,000$ -$ 48,000,000$ 335Misc Powerplant Equipment-$ 0.1 Auxiliary Systems- Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 4,977,000$ 4,980,000$ 0.12 Fire Protection Systems-$ -$ 0.121 Fire Protection Systems 1 LS 2,844,000$ 2,840,000$ 0.13 Compressed Air Systems -$ -$ 0.131 Compressed Air Systems 1 LS 3,555,000$ 3,560,000$ 0.14 Oil Handling Systems-$ -$ 0.141 Oil Handling Systems 1 LS 2,370,000$ 2,370,000$ 0.15 Drainage & Dewatering -$ -$ 0.151 Drainage & Dewatering 3 EA 1,738,000$ 5,210,000$ 0.16 Heating, Ventilation and Cooling System -$ -$ 0.161 Heating, Ventilation and Cooling System 1 LS 3,555,000$ 3,560,000$ 0.17 Miscellaneous-$ 0.171 Miscellaneous 1 LS 2,370,000$ 2,370,000$ 0.2 Auxiliary Systems- Surface Facilities-$ 0.21 Auxiliary Systems- Surface Facilities-$ 0.211 Auxiliary Systems- Surface Facilities 1 LS 711,000$ 710,000$ By: HDR11 of 35Staged Development 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes -$ -$ 0.311 Powerhouse Cranes 2 EA 1,800,000$ 3,600,000$ 0.32 Elevators -$ -$ 0.321 Elevators 3 EA 181,700$ 550,000$ 0.33 Miscellaneous Cranes and Hoists-$ -$ 0.331 Miscellaneous Cranes and Hoists 1 LS 505,500$ 510,000$ 0.34 Machine Shop Equipment-$ -$ 0.341 Machine Shop Equipment 1 LS 2,022,000$ 2,020,000$ 0.4 General Station Equipment -$ -$ 0.5 Communications Equipment 1 LS 106,650$ 110,000$ -$ -$ 32,000,000$ 336Roads, Rails and Air Facilities 0.1 Roads 0.11 Permanent RoadsCost of road upgrades for 23 mi of Denali Highway 23 Mi 1,000,000.00$ 23,000,000.00$ Cost of New road to 42 Mi of road to Watana 42 Mi 3,000,000.00$ 126,000,000.00$ Cost of New road to 41 Mi of road to Devil Canyon 41 Mi 3,000,000.00$ 123,000,000.00$ 0.131 Site RoadsConstruction RoadsSite Roads 20 Mile 750,000.00$ 15,000,000$ Maintenance 141 MI/YRS 223,092.85$ 31,500,000$ 0.132 Permanent RoadsPermanent Roads 6 Mile 1,287,997.42$ 7,700,000$ 0.2 Rail 0.1 Railhead at Cantwell 1 LS 14,000,000.00$ 14,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 13,000,000.00$ 13,000,000$ Temporary Airstrip 1 LS 2,000,000.00$ 2,000,000$ Permanent Roads 6 MILE 1,287,997.42$ 7,700,000$ 363,000,000$ 350‐359Transmission PlantTransmission Line per mile33 MILE11,400,000.00$ 376,200,000.00$ Substations (1 at Watana 1 at Gold Creek) 2 EA35,000,000.00$ 70,000,000.00$ 446,000,000.00$ General Plant389Land and Land Rights390Structures and Improvements391Office Furniture and Equipment392Transportation Equipment393Stores Equipment394Tools Shop and Garage EquipmentBy: HDR12 of 35Staged Development 395Laboratory Equipment396Power-Operated Equipment397Communications Equipment398Miscellaneous Equipment399Other Tangible PropertyOther Tangible Property 1 LS 16,000,000.00$ 16,000,000$ 16,000,000$ Indirect Costs61Temporary Construction Facilities62Construction Equipment63Main Construction Camp-$ 0.1 Main Construction Camp 1 LS 180,000,000$ 180,000,000$ 180,000,000$ 64Labor Expense65Superintendence66Insurance68Mitigation Fishery, Terrestrial and RecreationalNot Included69FeesFeesSubtotal4,525,000,000$ Subtotal71Engineering (4%), Environmental (2%), Regulatory(1%)1 LS 285,000,000$ 285,000,000$ 71aConstruction Management (4%)1 LS 163,000,000$ 163,000,000$ Contingency20%905,000,000$ 72Legal Expenses0%75Taxes0%76Administrative & Gen. Expenses0%77Interest0%80Earnings/Expenses During Construction0%Watana I Cost4,973,000,000$ By: HDR13 of 35Staged Development FERC LinSub CategoriesQuantity Units Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 52,258,500.00$ 52,260,000.00$ 0.2 Land Rights-$ 0.3 Misc. Charges and Credits-$ -$ 52,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 95800 CY 90.12$ 8,630,000.00$ Draft Tube Rock 16800 CY 90.12$ 1,510,000.00$ 0.113 Surface Preparation/Grouting -$ Powerhouse-$ Surface Preparation 88700 SF 3.56$ 320,000.00$ Draft Tube-$ Surface Preparation 51300 SF 3.56$ 180,000.00$ Grout Curtain-(U/S of P-H)-$ Drill Holes 43800 LF 28.59$ 1,250,000.00$ Cement 17500 CY 86.68$ 1,520,000.00$ 0.114 Concrete and Shotcrete-$ Powerhouse-$ Concrete 23800 CY 740.65$ 17,630,000.00$ Concrete Overbreak 12"H/6"V 1800 CY 478.06$ 860,000.00$ Reinforcing Steel 1200 TON 3,086.65$ 3,700,000.00$ 2" Shotcrete 1900 SF 5.63$ 10,000.00$ 3" Shotcrete 3400 SF 8.21$ 30,000.00$ Draft Tube-$ Concrete 8000 CY 740.65$ 5,930,000.00$ Concrete Overbreak 6" 1650 CY 478.06$ 790,000.00$ Reinforcing Steel 660 TON 3,086.65$ 2,040,000.00$ 2" Shotcrete 800 SF 5.63$ -$ 0.115 Support and Anchors-$ Powerhouse-$ Rockbolts 1" @ 25' 780 EACH 1,320.04$ 1,030,000.00$ Rockbolts 1" @ 15' 500 EACH 786.58$ 390,000.00$ Steel Mesh 31000 SF 6.26$ 190,000.00$ Steel Support 105 TON 13,684.35$ 1,440,000.00$ Draft Tube-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 130,000.00$ Rockbolts 1" @ 12' 140 EACH 564.79$ 80,000.00$ Rockbolts 1" @ 9' 70 EACH 461.90$ 30,000.00$ Steel Mesh 12600 SF 6.26$ 80,000.00$ 0.117 Drainage-$ Holes (U/S of Powerhouse) 15000 LF 54.88$ 820,000.00$ Holes (Powerhouse Crown) 21960 LF 54.88$ 1,210,000.00$ 0.118 Structural - Misc Steelwork-$ Powerhouse and Draft Tube-$ Structural Steel/Crane Rails 1 LS 5,050,602.00$ 5,050,000.00$ Steel Comp. Water Pipe (8') 1 LS 6,659,963.00$ 6,660,000.00$ Devil Canyon IIDescriptionBy: HDR14 of 35Staged Development 0.119 Architectural-$ Powerhouse-$ Architectural 1 LS 1,777,974.00$ 1,780,000.00$ .11C Mechanical-$ Draft Tube Gates 2 Sets 608,040.00$ 1,220,000.00$ Draft Tube Gate Guides 4 Sets 247,720.00$ 990,000.00$ Draft Tube Crane 1 EACH 1,013,400.00$ 1,010,000.00$ Pump Intake Trashracks and Guides 1 LS 379,200.00$ 380,000.00$ Pump Outlet Stoplogs/Guides 1 LS 165,000.00$ 170,000.00$ 0.12 Access Tunnels and Portals-$ 0.121 Excavation-$ Tunnels - Rock-$ Main Tunnel 106000 CY 114.16$ 12,100,000.00$ Transformer Gallery Tunnel 17000 CY 96.30$ 1,640,000.00$ Grouting Gallery Tunnel 2300 CY 463.96$ 1,070,000.00$ Surge Chamber Access Tunnel 7800 CY 166.60$ 1,300,000.00$ Penstock Access Tunnel 50000 CY 170.11$ 8,510,000.00$ Penstock Elbow Access Tunnel 10000 CY 170.11$ 1,700,000.00$ Access shaft Tunnel 3300 CY 444.28$ 1,470,000.00$ Connector Tunnel 1600 CY 460.65$ 740,000.00$ Comp. Water Tunnel 10'D 2200 CY 460.65$ 1,010,000.00$ Comp. Water Tunnel 35'D 27000 CY 116.77$ 3,150,000.00$ Main Portal-$ Rock 5000 CY 52.56$ 260,000.00$ Comp. Water Portal-$ Rock 301 CY 52.55$ 20,000.00$ -$ 0.123 Surface Preparation-$ Tunnels-$ Main Tunnel Slab 112000 SF 2.37$ 270,000.00$ Comp. Water Tunnel 35'D Slab 28400 SF 2.45$ 70,000.00$ Penstock ACC Tunnel Slab 52560 SF 2.37$ 120,000.00$ Main Portal-$ Horizontal 200 SF 2.46$ -$ Vertical 2100 SF 3.56$ 10,000.00$ Comp. Water Portal-$ Horizontal 200 SF 2.46$ -$ Vertical 2100 SF 3.56$ 10,000.00$ 0.124 Concrete and Shotcrete-$ Main Portal-$ Concrete Slab 30 CY 434.30$ 10,000.00$ Concrete Walls 570 CY 434.29$ 250,000.00$ Concrete Overbreak 12"H/6"V 40 CY 393.90$ 20,000.00$ Reinforcing Steel 40 TON 3,086.65$ 120,000.00$ Comp. Water Portal-$ Concrete Slab 30 CY 434.30$ 10,000.00$ Concrete Walls 570 CY 434.29$ 250,000.00$ Concrete Overbreak 12'H/6"V 40 CY 393.90$ 20,000.00$ Reinforcing Steel 40 TON 3,086.65$ 120,000.00$ Tunnels-$ Concrete Slab Main Tunnel 4030 CY 538.66$ 2,170,000.00$ Concrete Plugs Pens Elbow Access 10000 CY 837.74$ 8,380,000.00$ Concrete Comp Water Slab 35'D 1030 CY 907.56$ 930,000.00$ By: HDR15 of 35Staged Development Concrete Overbreak Main Tunnel 6" 2130 CY 383.97$ 820,000.00$ Concrete Comp Water Slab 6"O/B 540 CY 534.06$ 290,000.00$ Reinforcing Steel Main Tunnel 140 TON 3,090.99$ 430,000.00$ Reinforcing Steel Comp Water Slab 40 TON 3,091.00$ 120,000.00$ 2" Shotcrete Main Tunnel 7950 SF 5.63$ 40,000.00$ 2" Shotcrete Transformer Gal 1260 SF 5.63$ 10,000.00$ 2" Shotcrete Surge Chamber Access 800 SF 5.63$ -$ 2" Shotcrete Penstock Access 3750 SF 5.63$ 20,000.00$ 2" Shotcrete Penstock Elbow Acc 3750 SF 5.63$ 20,000.00$ 2" Shotcrete Access Shaft 750 SF 5.63$ -$ 2" Shotcrete Grout Gallery 470 SF 5.63$ -$ 2" Shotcrete Connector Tunnel 330 SF 5.62$ -$ 2" Shotcrete Comp Water 35'D 2050 SF 5.63$ 10,000.00$ 2" Shotcrete Comp Water 10'D 450 SF 5.62$ -$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @ 12' 1440 EACH 564.79$ 810,000.00$ Rockbolts 1" @ 9' 190 EACH 461.91$ 90,000.00$ Steel Mesh 132500 SF 6.87$ 910,000.00$ Steel Support 120 TON 13,684.35$ 1,640,000.00$ Main Tunnel Portal-$ Rockbolts 1" @ 15' 50 EACH 786.58$ 40,000.00$ Transformer Gallery Tunnel-$ Rockbolts 1" @ 12' 230 EACH 564.79$ 130,000.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 10,000.00$ Steel Mesh 20940 SF 6.87$ 140,000.00$ Steel Support 20 TON 13,684.35$ 270,000.00$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 220 EACH 349.70$ 80,000.00$ Steel Support 3 TON 13,684.33$ 40,000.00$ Steel Mesh 100 SF 6.87$ -$ Surge Chamber Tunnel-$ Rockbolts 1" @ 12' 150 EACH 564.79$ 80,000.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 10,000.00$ Steel Support 13 TON 13,684.38$ 180,000.00$ Steel Mesh 13200 SF 6.87$ 90,000.00$ Penstock Access Tunnel-$ Rockbolts 1" @ 12' 680 EACH 564.79$ 380,000.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 40,000.00$ Steel Support 60 TON 13,684.35$ 820,000.00$ Steel Mesh 62150 SF 6.87$ 430,000.00$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @ 12' 280 EACH 564.79$ 160,000.00$ Rockbolts 1" @ 9' 80 EACH 461.90$ 40,000.00$ Steel Support 20 TON 13,684.35$ 270,000.00$ Steel Mesh 14760 SF 6.87$ 100,000.00$ Access Shaft Tunnel-$ Rockbolts 1" @ 12' 50 EACH 564.80$ 30,000.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 20,000.00$ Steel Support 20 TON 13,684.35$ 270,000.00$ Steel Mesh 2500 SF 6.87$ 20,000.00$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EACH 349.70$ 60,000.00$ By: HDR16 of 35Staged Development Steel Support 2 TON 13,684.50$ 30,000.00$ Steel Mesh 70 SF 6.87$ -$ Comp. Water Tunnel 35' D-$ Rockbolts 1" @ 12' 370 EACH 564.79$ 210,000.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 20,000.00$ Steel Support 30 TON 13,684.37$ 410,000.00$ Steel Mesh 33600 SF 6.87$ 230,000.00$ Comp. Water Tunnel Portal-$ Rockbolts 1" @ 15' 40 EACH 786.58$ 30,000.00$ Comp. Water Tunnel 10' D-$ Rockbolts 3/4" @ 6' 210 CY 195.49$ 40,000.00$ Steel Support 3 CY 206.00$ -$ Steel Mesh 90 CY 1,278.98$ 120,000.00$ 0.129 Architectural-$ Main Portal Doors 2 SETS 194,294.00$ 390,000.00$ Comp. Water Portal Door 1 LS 58,776.00$ 60,000.00$ .12C Mechanical-$ Ventilating System-$ (included In 63.71 and 63.72) -$ 0.13 Access Shaft-$ 0.131 Excavation-$ Rock 14500 CY 227.67$ 3,300,000.00$ 0.133 Surface Preparation-$ Shaft 70200 SF 3.56$ 250,000.00$ 0.134 Concrete and Shotcrete-$ Concrete Lining 3600 CY 1,009.98$ 3,640,000.00$ Concrete Overbreak 6" 1300 CY 589.16$ 770,000.00$ 0.135 Support and Anchors-$ Rockbolts 3/4" @ 6' 1120 EACH 349.70$ 390,000.00$ 0.138 Structural - Misc Steelwork-$ Miscellaneous Steelwork 50 TON 7,905.38$ 400,000.00$ 0.139 Architectural-$ (included in 331.2 Control Bldg)-$ .13C Mechanical-$ Elevators 1 LS 2,370,000.00$ 2,370,000.00$ 0.14 Access Shaft-$ 0.141 Excavation-$ Rock 1150 CY 592.92$ 680,000.00$ 0.143 Surface Preparation-$ Head Tank 2800 SF 2.36$ 10,000.00$ 0.144 Concrete and Shotcrete-$ Concrete Lining 250 CY 1,030.18$ 260,000.00$ Concrete Overbreak 6" 45 CY 434.29$ 20,000.00$ Reinforcing Steel 10 TON 3,055.40$ 30,000.00$ 0.145 Support and Anchors-$ Rockbolts 1" @ 12' 25 EACH 564.80$ 10,000.00$ Rockbolts 1" @ 9' 10 EACH 461.90$ -$ Steel Mesh 1200 SF 6.80$ 10,000.00$ Steel Support 2 TON 13,546.00$ 30,000.00$ 0.148 Structural - Misc Steelwork-$ Miscellaneous Steelwork 1 LS 78,353.00$ 80,000.00$ .14C Mechanical-$ Piping/Valves-$ By: HDR17 of 35Staged Development (Included in 335.12)-$ 0.15 Bus Tunnels-$ (Totals for 4 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 3200 CY 213.70$ 680,000.00$ Rock Inclined 2000 CY 601.04$ 1,200,000.00$ 0.153 Surface Preparation-$ Tunnel 11300 SF 2.45$ 30,000.00$ 0.154 Concrete and Shotcrete-$ Concrete Slab 800 CY 875.32$ 700,000.00$ Concrete Overbreak 12" 360 CY 504.99$ 180,000.00$ Reinforcing Steel 40 TON 3,055.40$ 120,000.00$ 2" Shotcrete 520 SF 5.63$ -$ 0.155 Support and Anchors-$ Rockbolts 1" @ 25' 80 EACH 1,320.04$ 110,000.00$ Rockbolts 1" @ 12' 110 EACH 564.79$ 60,000.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 10,000.00$ Steel Mesh 8600 SF 6.80$ 60,000.00$ Steel Support 14 TON 13,545.86$ 190,000.00$ 0.16 Transformer Gallery-$ 0.161 Excavation-$ Rock 28800 CY 373.35$ 10,750,000.00$ 0.163 Surface Preparation-$ Transformer Gallery 26500 SF 2.36$ 60,000.00$ 0.164 Concrete and Shotcrete-$ Concrete Slab 2810 CY 1,312.97$ 3,690,000.00$ Concrete Overbreak 12"H/6"V 820 CY 403.99$ 330,000.00$ Reinforcing Steel 140 TON 3,055.41$ 430,000.00$ 3" Shotcrete 1100 SF 8.21$ 10,000.00$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 170 EACH 1,320.04$ 220,000.00$ Rockbolts 1" @ 15' 90 EACH 786.58$ 70,000.00$ Steel Mesh 22200 SF 6.20$ 140,000.00$ Steel Support 17 TON 13,545.88$ 230,000.00$ 0.161 Drainage-$ Holes (In Gallery Crown) 8900 LF 54.88$ 490,000.00$ 0.17 Cable Shafts-$ (Totals for 2 Shafts)-$ 0.171 Excavation-$ Rock 3000 CY 642.47$ 1,930,000.00$ 0.173 Surface Preparation-$ Shafts 36000 SF 3.56$ 130,000.00$ 0.174 Concrete and Shotcrete-$ Concrete Lining 920 CY 1,885.30$ 1,730,000.00$ Concrete Overbreak 6" 670 CY 942.65$ 630,000.00$ 0.175 Support and Anchors-$ Rockbolts 3/4" @ 6' 570 EACH 349.70$ 200,000.00$ 0.178 Structural - Misc Steelwork-$ Miscellaneous Steelwork 13 TON 16,678.00$ 220,000.00$ 0.179 Architectural-$ Enclosures 1 LS 213,063.00$ 210,000.00$ .17C Mechanical-$ Man hoist 2 EACH 517,960.00$ 1,040,000.00$ By: HDR18 of 35Staged Development 0.18 Dewatering (During Construct)-$ 0.181 Dewatering (Power Facilities)-$ Dewatering 1 LS 1,653,075.00$ 1,650,000.00$ 0.19 Cable Shafts-$ 0.191 Excavation-$ Rock 1 LS 1,532,978.00$ 1,530,000.00$ 0.2 Misc Buildings and Structures-$ Misc Buildings and Structures 1 LS 473,882.00$ 470,000.00$ -$ 165,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Clearing-$ Clearing 6350 Acre 3,072.12$ 19,510,000.00$ 0.2 Diversion Tunnels/Cofferdams-$ 0.21 Diversion Tunnels/Portals-$ 0.211 Excavation-$ Tunnel-$ Rock 48300 CY 116.81$ 5,640,000.00$ Excavate Concrete for Plug 450 CY 122.62$ 60,000.00$ Upstream Portal-$ Overburden 1950 CY 18.33$ 40,000.00$ Rock 50200 CY 52.56$ 2,640,000.00$ Downstream Portal-$ Overburden 6600 CY 18.33$ 120,000.00$ Rock 54000 CY 52.56$ 2,840,000.00$ 0.213 Surface Preparation/Grouting-$ Upstream Portal-$ Horizontal 4400 SF 2.45$ 10,000.00$ Inclined 15300 SF 3.56$ 50,000.00$ Downstream Portal-$ Horizontal 1300 SF 2.45$ -$ Inclined 2900 SF 3.56$ 10,000.00$ Grout Tunnel Plug-$ Drill Holes 2050 LF 12.73$ 30,000.00$ Cement 410 CF 72.48$ 30,000.00$ 0.214 Concrete and Shotcrete-$ Tunnel-$ Concrete Lining 8100 CY 605.99$ 4,910,000.00$ Concrete Plug 3000 CY 457.86$ 1,370,000.00$ Concrete Overbreak 6" 3200 CY 336.66$ 1,080,000.00$ Reinforcing Steel 15 TON 3,086.67$ 50,000.00$ 2" Shotcrete 4400 SF 5.63$ 20,000.00$ Upstream Portal-$ Concrete Headwall 2800 CY 696.89$ 1,950,000.00$ Concrete Lining 1550 CY 253.73$ 390,000.00$ Concrete Pier 400 CY 605.99$ 240,000.00$ Overbreak 12"H/6"V 500 CY 523.59$ 260,000.00$ Reinforcing Steel 310 TON 3,086.65$ 960,000.00$ Downstream Portal-$ Concrete Headwall 1000 CY 696.89$ 700,000.00$ Overbreak 12"H6"V 100 CY 523.59$ 50,000.00$ Reinforcing Steel 65 TON 3,086.65$ 200,000.00$ 0.215 Support and Anchors-$ By: HDR19 of 35Staged Development Tunnels-$ Rockbolts 1" @ 12' 800 EACH 564.79$ 450,000.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 40,000.00$ Steel Mesh 76900 SF 6.87$ 530,000.00$ Steel Support 90 TON 13,684.36$ 1,230,000.00$ Upstream Portal-$ Rockbolts 1" @ 15' 80 EACH 786.58$ 60,000.00$ Rock Anchors 1" @ 25' 40 EACH 1,320.03$ 50,000.00$ Rock Dowels 60 EACH 503.02$ 30,000.00$ Downstream Portal-$ Rockbolts 1" @ 15' 120 EACH 786.58$ 90,000.00$ Rock Anchors 1" @ 25' 30 EACH 1,320.03$ 40,000.00$ .21C Mechanical-$ Upstream Gate-$ Gate Equipment 2 EACH 2,775,040.00$ 5,550,000.00$ Downstream Outlet-$ Stoplog Guides 1 SET 78,820.00$ 80,000.00$ Stoplogs Including Followers 1 LS -$ -$ 0.22 Upstream Cofferdam-$ 0.222 Fill-$ Core 4600 CY 11.64$ 50,000.00$ Fine/Filter 2800 CY 39.37$ 110,000.00$ Course Filter 2700 CY 32.13$ 90,000.00$ Rock Shell 19800 CY 11.21$ 220,000.00$ Closure Dike 41900 CY 11.64$ 490,000.00$ Rip Rap 7000 CY 25.92$ 180,000.00$ 0.223 Surface Preparation/Grouting-$ Cutoff and Grout-$ Holes 1600 LF 30.60$ 50,000.00$ Grout 256000 CF 86.68$ 22,190,000.00$ .22D Dewatering-$ Initial Dewatering 1 LS 1,796,709.00$ 1,800,000.00$ Dewatering Maintenance 1 LS 9,171,995.00$ 9,170,000.00$ 0.23 Downstream Cofferdam-$ 0.231 Excavation-$ Removal of Cofferdam 42000 CY 14.37$ 600,000.00$ 0.232 Fill-$ Rip Rap 1650 CY 25.92$ 40,000.00$ Closure Dike 47000 CY 11.64$ 550,000.00$ 0.233 Surface Prep/Grouting-$ Cutoff and Grout-$ Holes 2300 LF 30.60$ 70,000.00$ Cement 368000 CF 10.60$ 3,900,000.00$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden 35600 CY 12.35$ 440,000.00$ Rock 320700 CY 53.47$ 17,150,000.00$ 0.313 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam/Thrust Blocks 171000 SF 3.32$ 570,000.00$ Consolidation Grout-$ Drill Holes 176900 LF 12.73$ 2,250,000.00$ By: HDR20 of 35Staged Development Cement 176900 CF 72.48$ 12,820,000.00$ Grout Curtain-$ Drill Holes 259000 LF 28.59$ 7,410,000.00$ Cement 103600 CF 86.68$ 8,980,000.00$ 0.314 Concrete and Shotcrete-$ Dam-$ Concrete 1281000 CY 437.66$ 560,640,000.00$ Concrete Overbreak 10400 CY 437.66$ 4,550,000.00$ Reinforcing steel 4500 TON 3,086.65$ 13,890,000.00$ Thrust blocks-$ Concrete 105500 CY 437.66$ 46,170,000.00$ Concrete Overbreak 1100 CY 437.66$ 480,000.00$ Reinforcing steel 375 TON 3,086.65$ 1,160,000.00$ Joint Grouting-$ Grouting 1 LS 6,024,540.00$ 6,020,000.00$ 0.315 Support and Anchors-$ Rockbolts 1" @ 25' 580 EACH 1,320.04$ 770,000.00$ Steel Mesh (on slopes) 275000 SF 5.28$ 1,450,000.00$ 0.317 Drainage-$ Holes 65800 LF 54.88$ 3,610,000.00$ 0.32 Grout Galleries/Portals-$ 0.321 Excavation-$ Tunnels/Shafts - Core Area-$ Rock Horizontal 13100 CY 422.05$ 5,530,000.00$ Rock inclined 5300 CY 591.06$ 3,130,000.00$ Rock Vertical 3400 CY 573.18$ 1,950,000.00$ Tunnels/Shafts Access-$ Rock Horizontal 12400 CY 422.05$ 5,230,000.00$ Portals-$ Overburden 28700 CY 18.33$ 530,000.00$ Rock 16500 CY 52.56$ 870,000.00$ 0.323 Surface Preparation-$ Portals-$ Horizontal 50 SF 2.46$ -$ Vertical 410 SF 3.56$ -$ 0.324 Concrete and Shotcrete-$ Tunnels - Core Area-$ Concrete Slab 1800 CY 6,565.54$ 11,820,000.00$ Concrete Overbreak 6" 900 CY 807.98$ 730,000.00$ Reinforcing Steel 62 TON 3,086.65$ 190,000.00$ 2"Shotcrete 3300 SF 5.63$ 20,000.00$ Tunnels - Access-$ Concrete Slab 1400 CY 1,009.98$ 1,410,000.00$ Concrete Overbreak 6" 700 CY 807.98$ 570,000.00$ Reinforcing Steel 50 TON 3,086.64$ 150,000.00$ 2" Shotcrete 2500 SF 5.63$ 10,000.00$ Shafts - Core Area-$ 2" Shotcrete 6500 SF 5.63$ 40,000.00$ Portals (4 Portals)-$ Concrete 40 CY 434.30$ 20,000.00$ Reinforcing Steel 3 TON 3,086.67$ 10,000.00$ 0.325 Support and Anchors-$ Tunnels - Core Area-$ By: HDR21 of 35Staged Development Rockbolts 1" @ 12' 150 EACH 564.79$ 80,000.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 10,000.00$ Rockbolts 3/4" @ 6' 1250 EACH 349.70$ 440,000.00$ Steel Mesh 12200 SF 7.04$ 90,000.00$ Steel support 27 TON 13,684.37$ 370,000.00$ Tunnels - Access-$ Rockbolts 3/4" @ 6' 1200 EACH 349.70$ 420,000.00$ Steel Mesh 500 SF 7.04$ -$ Steel support 12 TON 13,684.33$ 160,000.00$ Shafts - Core Area-$ Rockbolts 3/4" @ 6' 300 EACH 349.70$ 100,000.00$ Steel Mesh 1300 SF 7.04$ 10,000.00$ Portals -$ Rockbolts 1" @ 15' 150 EACH 786.58$ 120,000.00$ 0.328 Structural Steel - Misc Steelwork-$ Steel/Guides Shaft 50 TON 7,905.38$ 400,000.00$ Steel Stairway 1 LS 316,022.00$ 320,000.00$ 0.329 Architectural-$ Portal Doors 4 EACH 45,028.75$ 180,000.00$ Headshaft Structure 1 LS 1,028,580.00$ 1,030,000.00$ 0.32C Mechanical-$ Elevator 1 LS 1,777,500.00$ 1,780,000.00$ Overhead Crane 1 LS 1,449,100.00$ 1,450,000.00$ Misc Mechanical Equipment 1 LS 284,400.00$ 280,000.00$ 0.33 Instrumentation-$ 0.331 Instrumentation (Dam)-$ Instrumentation 1 LS 9,257,220.00$ 9,260,000.00$ 0.4 Saddle Dam-$ 0.41 Main Saddle Dam-$ 0.411 Excavation-$ Overburden 1145000 CY 11.16$ 12,780,000.00$ Rock 301000 CY 38.37$ 11,550,000.00$ 0.412 Fill-$ Impervious Core 313500 CY 19.05$ 5,970,000.00$ Fine Filter 231000 CY 45.33$ 10,470,000.00$ Course Filter 193000 CY 37.66$ 7,270,000.00$ Rock Shell (Upstream) 534000 CY 9.52$ 5,090,000.00$ Rip Rap 174500 CY 25.92$ 4,520,000.00$ Rock Shell (Downstream) 345000 CY 9.52$ 3,290,000.00$ Rockfill 127000 CY 9.52$ 1,210,000.00$ Filter Fabric-$ Filter Fabric 190000 SF 1.89$ 360,000.00$ 0.413 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam Core 191500 SF 3.32$ 640,000.00$ Under Dam Shell 432500 SF 2.29$ 990,000.00$ Dental Concrete-$ Dental Concrete 7100 CY 390.53$ 2,770,000.00$ Consolidation Grout-$ Drill Holes 57500 LF 12.73$ 730,000.00$ Cement 57500 CF 72.48$ 4,170,000.00$ Grout Curtain (See 332.313-$ 0.417 Drainage (See 332.317)-$ By: HDR22 of 35Staged Development 0.5 Outlet Facility Valves (In Dam)-$ 900,000,000$ 0.51 Outlet Facility Valves-$ .51C Mechanical-$ Trashracks Guides 1 LS 4,384,500.00$ 4,380,000.00$ Bulkhead Gate Guides 1 LS 2,891,400.00$ 2,890,000.00$ Bulkhead Gates and Followers 2 EACH 495,440.00$ 990,000.00$ Gantry Crane 1 LS 1,659,000.00$ 1,660,000.00$ Fixed Cone Valves 1 LS 3,000,000.00$ 3,000,000.00$ (7 Plus 2 Spare) 1 LS 7,584,000.00$ 7,580,000.00$ Ring Follower Gates (7) 1 LS 14,931,000.00$ 14,930,000.00$ Misc. Mechanical Equipment 1 LS 1,896,000.00$ 1,900,000.00$ Misc. Electrical Systems 1 LS 237,000.00$ 240,000.00$ 0.52 Main (Chute) Spillway-$ 0.521 Excavation-$ Approach-$ Overburden 44000 CY 15.92$ 700,000.00$ Rock Useable 80000 CY 38.37$ 3,070,000.00$ Rock Waste 17000 CY 38.37$ 650,000.00$ Control Structure-$ (To end of Rollway)-$ Overburden 21500 CY 15.92$ 340,000.00$ Rock Useable 87000 CY 39.60$ 3,440,000.00$ Rock Waste 15000 CY 35.41$ 530,000.00$ Chute and Flip-$ (End Rollway to End Flip)-$ Overburden 128500 CY 15.92$ 2,050,000.00$ Rock Useable (Inclined) 38000 CY 49.00$ 1,860,000.00$ Rock Useable (Vertical) 401000 CY 49.00$ 19,650,000.00$ Rock Waste 93500 CY 38.37$ 3,590,000.00$ Outfall-$ (From end of Basin)-$ Overburden 44500 CY 15.92$ 710,000.00$ Rock Useable 141500 CY 42.22$ 5,970,000.00$ Rock Waste 41500 CY 31.57$ 1,310,000.00$ Drain Tunnel-$ Rock Horizontal 1500 CY 422.05$ 630,000.00$ Rock Inclined 2300 CY 591.06$ 1,360,000.00$ River Channel-$ Alluvium Excavation 67000 CY 13.44$ 900,000.00$ 0.523 Surface Preparation/Grouting-$ Surface Preparation-$ Spillway-$ Rock Horizontal 108000 SF 2.29$ 250,000.00$ Rock Inclined 41500 SF 3.32$ 140,000.00$ Consolidation Grout-$ Drill Holes 22000 LF 12.73$ 280,000.00$ Cement 22000 CF 72.48$ 1,590,000.00$ Grout Curtain (See 332.313)-$ 0.524 Concrete & Shotcrete-$ Concrete Structure-$ (To end of Rollway)-$ (Including Storage Areas)-$ Concrete outer Walls 15500 CY 471.32$ 7,310,000.00$ By: HDR23 of 35Staged Development Concrete Piers (Full Length) 7700 CY 471.32$ 3,630,000.00$ Concrete Deck 1600 CY 471.32$ 750,000.00$ Concrete Rollway Slab 33000 CY 471.32$ 15,550,000.00$ Concrete Overbreak (12"H/6"V 1400 CY 370.33$ 520,000.00$ Reinforcing Steel 2300 TON 3,086.65$ 7,100,000.00$ Concrete Chute & Flip-$ (End Rollway to End Flip)-$ (Including Box Drain Galleries)-$ Concrete Slabs 13000 CY 481.42$ 6,260,000.00$ Concrete Walls 20500 CY 511.72$ 10,490,000.00$ Concrete Overbreak 18"H/6"V 6300 CY 336.66$ 2,120,000.00$ Reinforcing Steel 1300 TON 3,086.65$ 4,010,000.00$ Concrete Drain Gallery-$ Concrete Slab 400 CY 1,009.98$ 400,000.00$ Concrete Overbreak 6" 200 CY 605.99$ 120,000.00$ Reinforcing Steel 14 TON 3,086.64$ 40,000.00$ 2" Shotcrete Dome 2500 SF 5.63$ 10,000.00$ 0.525 Support and Anchors-$ Drainage Tunnel-$ Steel Support 4 TON 13,684.25$ 50,000.00$ Steel Mesh 500 SF 7.04$ -$ Rockbolts Drainage Gallery-$ 3/4" @6' 400 EACH 352.95$ 140,000.00$ Rockbolts Approach-$ 1" @ 15' 140 EACH 792.43$ 110,000.00$ Rockbolts Chute & Structure-$ 1" @ 15' 85 EACH 792.42$ 70,000.00$ Slab/Wall Anchors-$ 1" @ 10' 3700 EACH 506.75$ 1,870,000.00$ 0.527 Drainage-$ Drill Holes-$ Box Drains (To Drain Tunnel) 28000 LF 51.27$ 1,440,000.00$ 3" relief 500 LF 52.93$ 30,000.00$ .52C Mechanical-$ Gate Equipment 3 EACH 4,010,800.00$ 12,030,000.00$ Stop Log Guides 3 SETS 101,340.00$ 300,000.00$ Stop Logs Including Followers 1 SET 1,080,960.00$ 1,080,000.00$ Miscellaneous Electrical 1 LS 237,000.00$ 240,000.00$ 0.53 Emergency spillway-$ 0.531 Excavation (Including - -$ Bridge and Fuse Plug)-$ Overburden 281500 CY 7.04$ 1,980,000.00$ Rock Useable 1019000 CY 39.81$ 40,570,000.00$ Rock Waste 215500 CY 39.04$ 8,410,000.00$ 0.532 Fill-$ Fuse Plug 26000 CY 22.27$ 580,000.00$ -$ 0.533 Surface Preparation/Grouting-$ Surface prep (under Fuse Plug)-$ Horizontal 75500 SF 2.45$ 190,000.00$ Inclined 2500 SF 3.56$ 10,000.00$ Consolidation Grouting-$ Drill Holes 23000 LF 12.73$ 290,000.00$ By: HDR24 of 35Staged Development Cement 23000 CF 72.48$ 1,670,000.00$ Grout Curtain (See 332.313)-$ 0.534 Concrete-$ Ground Slab 6000 CY 370.33$ 2,220,000.00$ Concrete Overbreak 12"H/12"V 3000 CY 370.33$ 1,110,000.00$ Reinforcing Steel 210 TON 3,086.64$ 650,000.00$ 0.535 Support & Anchors-$ Rockbolts 1" @ 15' 300 EACH 786.58$ 240,000.00$ Rock Anchors 1" @ 25' 760 EACH 1,320.04$ 1,000,000.00$ .53B Bridge-$ Bridge 1 LS 2,962,678.00$ 2,960,000.00$ 0.6 Power Intakes-$ 0.61 Power Intake Structures & App-$ 0.611 Excavation-$ Overburden 99000 CY 15.92$ 1,580,000.00$ Rock 201600 CY 39.60$ 7,980,000.00$ 0.613 Surface Preparation-$ Horizontal 12100 SF 2.46$ 30,000.00$ Inclined 58000 SF 3.50$ 200,000.00$ 0.614 Concrete and Shotcrete-$ Structure-$ Concrete Structure 14500 CY 582.42$ 8,450,000.00$ Concrete Overbreak 12"H/6"V 1530 CY 360.23$ 550,000.00$ Reinforcing Steel 940 TON 3,086.64$ 2,900,000.00$ 0.615 Support & Anchors-$ Approach-$ Rockbolts 1" @ 15' 140 EACH 786.58$ 110,000.00$ .61C Mechanical-$ Trashracks/Guides 4 SETS 382,840.00$ 1,530,000.00$ Bulkhead Gate Guides 4 SETS 168,900.00$ 680,000.00$ Bulkhead Gates & Followers 1 SETS 619,300.00$ 620,000.00$ Intake Gantry Crane 1 EACH 2,815,000.00$ 2,820,000.00$ Intake Gate Equipment 4 EACH 2,049,320.00$ 8,200,000.00$ Miscellaneous Electrical 1 LS 237,000.00$ 240,000.00$ .61D Intake Building -$ Intake Building 1 LS 473,882.00$ 470,000.00$ 0.7 Surge Chambers-$ 0.71 Surge Chamber-$ 0.711 Excavation-$ Chamber Rock 153800 CY 96.04$ 14,770,000.00$ Vent Shaft Rock 2300 CY 641.49$ 1,480,000.00$ 0.713 Surface Preparations 6,100 SF 2.45$ 10,000.00$ 0.714 Concrete and Shotcrete-$ Chamber-$ Concrete Chamber 1,300 CY 548.76$ 710,000.00$ Concrete Overbreak 140 CY 471.32$ 70,000.00$ Reinforcing Steel 65 TON 3,086.65$ 200,000.00$ 3" Shotcrete 3,200 SF 8.21$ 30,000.00$ 2" Shotcrete 2,300 SF 5.63$ 10,000.00$ Vent Shaft-$ 2" Shotcrete 6,300 SF 5.63$ 40,000.00$ 0.715 Support and Anchors-$ Chamber-$ By: HDR25 of 35Staged Development Rockbolts 1" @ 25' 725 EACH 1,320.04$ 960,000.00$ Rockbolts 1" @ 15' 600 EACH 786.58$ 470,000.00$ Steel Mesh 29,400 SF 6.26$ 180,000.00$ Steel Support 70 TON 13,684.36$ 960,000.00$ Vent Shaft-$ Rockbolts 3/4" @ 6' 400 EACH 349.70$ 140,000.00$ Steel Mesh 1,300 SF 6.80$ 10,000.00$ 0.717 Drainage Holes (In Chamber Crown)-$ 0.8 Penstocks-$ 0.81 Penstocks-$ 0.811 Excavation Tunnels-$ Rock Horizontal 10,500 CY 164.79$ 1,730,000.00$ Rock Inclined 44,600 CY 325.72$ 14,530,000.00$ 0.813 Surface Preparations/Grouting-$ Surface Preparation-$ Tunnels 173,500 SF 2.45$ 430,000.00$ Contact Grouting 1 LS 191,022.00$ 190,000.00$ Consolidation Grouting 1 LS 525,311.00$ 530,000.00$ 0.814 Concrete and Shotcrete-$ Concrete Liner 17,600 CY 1,036.91$ 18,250,000.00$ Concrete Plug 10,000 CY 807.98$ 8,080,000.00$ Concrete Overbreak 6" 4,700 CY 740.65$ 3,480,000.00$ Concrete Overbreak Plug 860 CY 740.65$ 640,000.00$ Reinforcing Steel 18 TON 3,055.39$ 50,000.00$ 2" Shotcrete 19,100 SF 5.63$ 110,000.00$ 0.815 Support and Anchors-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 130,000.00$ Rockbolts 1" @ 6' 1,350 EACH 349.70$ 470,000.00$ Steel Mesh 86,800 SF 6.80$ 590,000.00$ 0.818 Structural- Misc Steelwork-$ Steel Liner 2,000 TON 10,340.36$ 20,680,000.00$ 0.9 Tailrace Works-$ 0.91 Tailrace Tunnels/Portals-$ 0.911 Excavation -$ Tunnels-$ Rocks 329,300 CY 99.01$ 32,600,000.00$ Portal-$ Overburden 40,000 CY 18.33$ 730,000.00$ Rock 21,000 CY 52.56$ 1,100,000.00$ 0.913 Surface Preparation-$ Tunnels-$ Tunnel 582,000 SF 3.56$ 2,070,000.00$ Portal-$ Horizontal 400 SF 2.46$ -$ Inclined 2,700 SF 3.56$ 10,000.00$ 0.914 Concrete and Shotcrete-$ Tunnels-$ Concrete Lining 31,700 CY 471.32$ 14,940,000.00$ Concrete Overbreak 6" 16,200 CY 349.06$ 5,650,000.00$ Reinforcing Steel 13 TON 3,086.62$ 40,000.00$ 2" Shotcrete 17,500 SF 5.63$ 100,000.00$ Portal-$ Concrete Base Slab 100 CY 696.89$ 70,000.00$ By: HDR26 of 35Staged Development Concrete Walls 650 CY 696.89$ 450,000.00$ Concrete Overbreak 12"H/6"V 50 CY 523.60$ 30,000.00$ Reinforcing Steel 50 TON 3,086.64$ 150,000.00$ 0.915 Supports and Anchors-$ Tunnels-$ Rockbolts 1" @ 12' 3,160 EACH 564.79$ 1,780,000.00$ Rockbolts 1" @ 9' 490 EACH 461.91$ 230,000.00$ Steel Mesh 291,000 SF 6.87$ 2,000,000.00$ Steel Support 232 TON 13,684.35$ 3,170,000.00$ Portal-$ Rockbolts 1" @ 15' 100 EACH 786.58$ 80,000.00$ 0.916 Mechanical-$ Stoplog Guides 1 LS 97,170.00$ 100,000.00$ -$ 416,000,000$ 333Waterwheels, Turbines, and Generators-$ 0.1 Turbines and Governors-$ 0.11 Turbines and Governors-$ 0.111 Supply 4 EACH -$ 0.112 Install 4 EACH -$ 0.2 Generators and Exciters-$ 0.21 Generators and Exciters-$ 0.211 Generators and Exciters 4 EACH -$ 0.3 Total Bid From Vendor (includes all equipment in this category) 1 LS 295,000,000.00$ 295,000,000.00$ 295,000,000$ -$ -$ 334Accessory Electrical Equipment-$ 0.1 Connections, Supports, and Structures.-$ 0.11 Structures-$ 0.111 Structures (Incl. Below)-$ 0.12 Conductors and Insulators-$ 0.121 Generator Isolated Bus 1 LS 4,740,000.00$ 4,740,000.00$ 0.122 HV Power Cables and Access. 1 LS 2,844,000.00$ 2,840,000.00$ 0.123 LV Power Cables and Access. 1 LS 948,000.00$ 950,000.00$ 0.124 Control Cables and Accessories 1 LS 1,422,000.00$ 1,420,000.00$ 0.125 Grounding System 1 LS 355,500.00$ 360,000.00$ 0.13 Conduits and Fittings-$ 0.131 Conduits and Fittings 1 LS 711,000.00$ 710,000.00$ 0.2 Switchgear and Control Equipment-$ 0.21 Auxiliary Transformers-$ 0.211 Auxiliary Transformers 4 EACH 65,040.00$ 260,000.00$ 0.22 Circuit Breakers-$ 0.221 Circuit Breakers (not required)-$ 0.23 Surge Protection and Generator Cubicles-$ 0.231 Surge Protection and Generator Cubicles 1 LS 734,700.00$ 730,000.00$ 0.24 Switchboards-$ 0.241 Switchboards 1 LS 1,706,400.00$ 1,710,000.00$ 0.25 Aux. Power Equipment Incl. Battery-$ 0.251 Aux. Power Equipment 1 LS 521,400.00$ 520,000.00$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, Relay, and Meter Boards-$ 0.311 Control, Relay, and Meter Boards 1 LS 1,659,000.00$ 1,660,000.00$ 0.32 Computer Control System-$ 0.321 Computer Control System (incl. in 353)-$ By: HDR27 of 35Staged Development 0.33 Supervisory. And Telemeter System-$ 0.331 Supervisory. And Telemeter System (included in 353) -$ 0.4 Power Transformers-$ 0.41 Power Transformers-$ 0.411 Power Transformers 13 EACH 1,300,000.00$ 16,900,000.00$ 0.5 Lighting System-$ 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,564,200.00$ 1,560,000.00$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900.00$ 400,000.00$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 521,400.00$ 520,000.00$ 0.7 Surface Accessory Elec. Equipment-$ 0.71 4.16 kV and LV Equipment-$ 0.711 Switchboards 1 LS 165,900.00$ 170,000.00$ 0.712 Cables 1 LS 521,400.00$ 520,000.00$ 0.713 Aux. Transformers 1 LS 284,400.00$ 280,000.00$ 0.73 Diesel Generators - Standby-$ 0.731 Diesel Generators - Standby 2 EACH 337,800.00$ 680,000.00$ 0.74 Exterior Lighting-$ 0.741 Exterior Lighting 1 LS 592,500.00$ 590,000.00$ -$ 38,000,000$ 335Misc. Power Plant Equipment-$ 0.1 Auxiliary Systems - Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 3,081,000.00$ 3,080,000.00$ 0.12 Fire Protection Systems-$ 0.121 Fire Protection Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.13 Compressed Air Systems-$ 0.131 Compressed Air Systems 1 LS 3,318,000.00$ 3,320,000.00$ 0.14 Oil Handling Systems-$ 0.141 Oil Handling Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.15 Drainage And Dewatering-$ 0.151 Drainage And Dewatering 1 LS 3,555,000.00$ 3,560,000.00$ 0.16 Heat, Vent, and Cooling System-$ 0.161 Heat, Vent, and Cooling System 1 LS 2,844,000.00$ 2,840,000.00$ 0.17 Miscellaneous-$ 0.171 Miscellaneous 1 LS 2,133,000.00$ 2,130,000.00$ 0.2 Auxiliary Systems - Surface Facilities-$ 0.21 Auxiliary Systems - Surface Facilities-$ 0.211 Auxiliary Systems - Surface Facilities 1 LS 355,500.00$ 360,000.00$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes-$ 0.311 Powerhouse Cranes 2 EACH 1,936,800.00$ 3,870,000.00$ 0.32 Elevators-$ 0.321 Elevators 1 LS 545,100.00$ 550,000.00$ 0.33 Misc. Cranes and Hoist-$ 0.331 Misc. Cranes and Hoist 1 LS 505,500.00$ 510,000.00$ 0.34 Compensation Pumps-$ 0.341 Pumps and Motors 2 EACH 1,300,800.00$ 2,600,000.00$ 0.342 Valves 4 EACH 151,760.00$ 610,000.00$ 0.35 Machine Shop Equipment-$ By: HDR28 of 35Staged Development 0.351 Machine Shop Equipment 1 LS 474,000.00$ 470,000.00$ 0.4 General Station Equipment (Included in Mechanical and Electrical Systems) -$ 0.5 Communication Equipment 1 LS 213,300.00$ 210,000.00$ 29,000,000$ 336Roads-$ 0.1 Roads-$ 0.12 Site Roads-$ Site Roads 7 MILE 750,000.00$ 5,250,000.00$ Maintenance 60 MI/YRS 205,489.98$ 12,329,399.00$ 0.13 Trans Dam Crossing-$ Trans Dam Crossing (7.26 Miles)-$ Clearing 45 ACRE 10,953.82$ 492,922.00$ Waste Excavation 132,300 CY 9.12$ 1,206,206.00$ Common Excavation 114,500 CY 7.99$ 914,752.00$ Rock Excavation 12,200 CY 28.21$ 344,153.00$ Borrow 90,200 CY 12.14$ 1,095,035.00$ NFS Sub base Material 27,960 CY 18.17$ 508,135.00$ Grade "A" Base Material 15,260 CY 33.92$ 517,565.00$ D-1 Base Material 6,370 TON 43.62$ 277,833.00$ A.C. Surfacing 5,830 TON 195.78$ 1,141,374.00$ Guardrail 2,640 LF 89.20$ 235,489.00$ 18" Culverts 1,785 LF 60.01$ 107,122.00$ Thaw Pipes 1,785 LF 89.84$ 160,368.00$ Topsoil and Seed 29 ACRE 7,266.03$ 210,715.00$ Traffic Control Devices 3 MILE 37,438.33$ 112,315.00$ Maintenance-$ Maintenance 7 MI/YRS 29,276.29$ 204,934.00$ -$ 25,000,000$ -$ 350‐359Transmission PlantSubstations(1 at Devil Canyon) 1 EA35,000,000.00$ 35,000,000.00$ 35,000,000.00$ General Plant-$ 389Land and Land Rights (Included in 330)-$ -$ 390Structures and Improvements (Included in 331.2)-$ -$ 391Office Furniture/Equipment (Included in 399)-$ -$ 392Transportation Equipment (Included in 399)-$ -$ 393Stores Equipment (Included in 399)-$ -$ 394Tools Shop and Garage Equipment (Included in 399)-$ -$ 395Laboratory Equipment (Included in 399)-$ -$ 396Power Operated Equipment (Included in 399)-$ -$ 397Communications Equipment (Included in 399)-$ -$ 398Miscellaneous Equipment (Included in 399)-$ -$ By: HDR29 of 35Staged Development 399Other Tangible Property1 LS 16,000,000.00$ 16,000,000.00$ -$ 16,000,000$ Indirect Costs-$ 61Temporary Construction Facilities (Included in Direct Costs)-$ -$ 62Construction Equipment (Included in Direct Costs)-$ -$ 63Main Construction Camp1 LS 180,000,000.00$ 180,000,000.00$ -$ 180,000,000$ -$ 64Labor Expense (Included in Direct Costs)-$ -$ 65Superintendence (Included in Direct Costs)-$ -$ 66Insurance (Included in Direct Costs)-$ -$ 68Mitigation Fishery, Terrestrial and Recreational (Included in Watana I )-$ -$ 69Fees (Included in Direct Costs)-$ Subtotal-$ 2,388,000,000$ Contingency20%-$ 478,000,000$ -$ 71Engineering (4%), Environmental (2%), Regulatory(1%)1 LS 151,000,000$ 151,000,000$ 71aConstruction Management (4%)1 LS 86,000,000$ 86,000,000$ 72Legal Expenses (Included in 71)-$ 75Taxes (Not Applicable)-$ 76Administrative and Gen. Expenses ( Included in 71)-$ 77Interest ( Not Included)-$ 80Earnings/Expenses During Constr. (Not Included)-$ Devil Canyon Cost5,254,000,000$ By: HDR30 of 35Staged Development FERC LineSub CategoriesQuantity Units Unit Price Line Price Total330Land and Land Rights0.1 Land (Included in Watana I) 1 LS -$ -$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.19 Instrumentation-$ 0.191 Instrumentation 1 LS $1,000,000.00 1,000,000.00$ -$ 1,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Reservoir Clearing 16,500 ACRE 3,005.85$ 49,600,000.00$ 0.2 Diversion Tunnels /Cofferdams-$ 0.21 Diversion Tunnels /Portals-$ 0.211 Excavation-$ 0.212 Fill- Temp for Coffer Dam to Construct Upstream Portals 23,000 CY 11.66$ 270,000.00$ 0.21c Mechanical-$ Upstream Lower Gates-$ Gate Equipment 1 LS 505,440.00$ 510,000.00$ Upstream Upper Gates-$ Gate Equipment 1 LS 282,960.00$ 280,000.00$ Trashracks 1 LS 204,750.00$ 200,000.00$ Downstream Lower Outlet -$ Stoplog Guides 1 LS 14,220.00$ 10,000.00$ Stoplogs includes follower 1 LS 1,967,100.00$ 1,970,000.00$ Downstream Upper Outlet -$ Stoplog Guides 1 LS 82,950.00$ 80,000.00$ Low Level Release-$ Slide Gates Include Steel Liner EA 3,517,470.00$ -$ -$ 0.22 Upstream Cofferdam -$ 0.221 Excavation-$ Overburden Removal 250 CY 11.56$ -$ 0.222 Fill-$ Rock Fill 38,400 CY 10.90$ 420,000.00$ Fine Filter 16,600 CY 36.84$ 610,000.00$ Coarse Filter 15,900 CY 30.05$ 480,000.00$ Rock Shell 196,500 CY 10.50$ 2,060,000.00$ Closure Dike 58,500 CY 10.90$ 640,000.00$ Rip Rap 21,200 CY 24.26$ 510,000.00$ 0.223 Cutoff Slurry Wall-$ Excavation 4,850 CY 4.88$ 20,000.00$ Slurry wall 43,600 SF 72.44$ 3,160,000.00$ 0.22d Dewatering -$ Initial Dewatering 1 LS 5,807,685.00$ 5,810,000.00$ Dewatering Maintenance 1 LS 22,377,990.00$ 22,380,000.00$ 0.23 Down Stream Cofferdam-$ 0.231 Excavation-$ Overburden 1,250 CY 11.56$ 10,000.00$ Rock 125 CY 9.91$ -$ -$ Removal of Cofferdam 14,500 CY 13.48$ 200,000.00$ Watana IIIDescriptionBy: HDR31 of 35Staged Development 0.232 Fill-$ Rip Rap 1,800 CY 24.26$ 40,000.00$ Closure Dike 15,200 CY 10.90$ 170,000.00$ 0.233 Cutoff Slurry Wall-$ Excavation 366 CY 4.60$ -$ Slurry Wall 3,300 SF 72.44$ 240,000.00$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden above el. 1470 ####### CY 11.53$ 11,680,000.00$ Rock Usable above el. 1470 644,500 cy 43.03$ 27,730,000.00$ Rock Waste above el. 1470 975,000 cy 43.03$ 41,950,000.00$ 0.312 Fill-$ Rip Rap (upstream) 813,198 CY 23.30$ 18,950,000.00$ Gravel (upstream) ####### CY 20.56$ 272,290,000.00$ Coarse Filter (upstream) 720,241 CY 28.86$ 20,790,000.00$ Fine Filter (upstream) 965,412 CY 37.91$ 36,600,000.00$ Core (impervious) ####### CY 25.37$ 49,570,000.00$ Fine Filter (downstream) ####### CY 37.91$ 41,000,000.00$ Coarse Filter (downstream) 835,759 CY 28.86$ 24,120,000.00$ Shell- Rock and Gravel ####### CY 19.18$ 114,350,000.00$ Shell- Rock From Other Sources ####### CY 10.09$ 28,740,000.00$ Cobbles (downstream Face) ####### CY 16.35$ 17,210,000.00$ Road Base 12,000 CY 34.42$ 410,000.00$ Frost ProtectionProcess Protection 960,000 CY 10.31$ 9,900,000.00$ Place Protection 960,000 CY 3.29$ 3,160,000.00$ Remove 1' Protect and Waste 93,000 CY 7.21$ 670,000.00$ Scarify Core Surface 193 ACRE 858.77$ 170,000.00$ Filter Fabric-$ Filter Fabric 118,400 SF 0.88$ 100,000.00$ 0.313 Surface Prep/ Grouting-$ Surface Preparation-$ Under Core/Filters above el. 1500 502,500 SF 3.11$ 1,560,000.00$ Under Core/Filters below el. 1500 183,900 SF 3.11$ 570,000.00$ Under Shell above el. 1500 ####### SF 2.15$ 3,340,000.00$ Under Shell below el. 1500 775,200 SF 2.15$ 1,670,000.00$ Consolidation Grout-$ Drill Holes 206,100 LF 11.91$ 2,450,000.00$ Cement 206,100 CF 67.81$ 13,980,000.00$ Grout Curtain-$ Drill Holes 139,500 LF 26.76$ 3,730,000.00$ Cement 55,800 CF 81.10$ 4,530,000.00$ Dental Concrete-$ Dental Concrete 25,500 CY 365.33$ 9,320,000.00$ 0.317 Drainage-$ Holes 40,800 LF 51.32$ 2,090,000.00$ 0.32 Grout Galleries/Portals -$ 0.321 Excavation-$ Tunnels/ Shafts- Core Area-$ Rock Horizontal 3,000 CY 394.80$ 1,180,000.00$ Rock Inclined 3,400 CY 552.93$ 1,880,000.00$ Rock Vertical 600 CY 536.19$ 320,000.00$ By: HDR32 of 35Staged Development Tunnels/ Shafts- Access -$ Rock Horizontal 3,900 CY 394.80$ 1,540,000.00$ Rock Inclined 600 CY 552.93$ 330,000.00$ Portals -$ Overburden Rock 1,100 CY 17.16$ 20,000.00$ Rock 300 CY 49.16$ 10,000.00$ 0.323 Surface Preparation-$ Portals -$ Horizontal 9 SF 2.30$ -$ Inclined 60 SF 3.33$ -$ -$ 0.324 Concrete and Shotcrete-$ Tunnels- Core Area-$ Concrete Plugs 300 CY 428.32$ 130,000.00$ Concrete Slab 690 CY 944.82$ 650,000.00$ Concrete Overbreak 6" 345 CY 755.86$ 260,000.00$ Reinforcing Steel 24 TON 2,887.51$ 70,000.00$ 2" Shotcrete 4,500 SF 5.26$ 20,000.00$ Tunnels-Access-$ Concrete Slab 480 CY 944.82$ 450,000.00$ Concrete Overbreak 6" 240 CY 755.86$ 180,000.00$ Reinforcing Steel 18 TON 2,887.51$ 50,000.00$ 2" Shotcrete 1,600 SF 5.26$ 10,000.00$ Shafts-$ 2" Shotcrete 1,500 SF 5.26$ 10,000.00$ Portals -$ Concrete 6 CY 406.36$ -$ Reinforcing Steel 1 TON 2,887.51$ -$ 0.325 Support and Anchors-$ Tunnels- Core Area-$ Rockbolts 3/4" @6' 540 EA 327.15$ 180,000.00$ Steel Mesh 900 SF 5.37$ -$ Steel Support 6 TON 12,801.49$ 80,000.00$ Tunnels- Access-$ Rockbolts 3/4" @6' 360 EA 327.15$ 120,000.00$ Steel Mesh 330 SF 5.37$ -$ Steel Support 6 TON 12,801.49$ 80,000.00$ Shafts -$ Rockbolts 3/4" @6' 105 EA 327.15$ 30,000.00$ Steel Mesh 300 SF 5.37$ -$ Portals -$ Rockbolts 1" @15' 9 EA 735.81$ 10,000.00$ 0.329 Architectural Portal Doors-$ Portal Doors 2 EA 12,386 20,000.00$ 0.33 Instrumentation -$ 0.331 Instrumentation 1 LS 7,000,000 7,000,000.00$ 0.4 Relict Channel- Included in Watana I867,000,000$ 0.5 Outlet Facilities0.52 Main (Chute ) Spillway 1 LS 36,000,000$ 36,000,000$ 0.53 Emergency Spillway 1 LS 33,000,000$ 33,000,000$ 0.6 Power Intake (Inc Inlet exec and Inlet Structure Civil Works for Outlet) 1 LS 29,000,000$ 29,000,000$ By: HDR33 of 35Staged Development -$ 98,000,000$ 333Waterwheels, Turbines and Generators-$ 0.1 Upgrade existing turbine generators 4 EA 16,000,000.00$ 64,000,000.00$ 0.2 Install 2 new turbines at 200 MW each 2 EA 79,167,000.00$ 158,330,000.00$ -$ -$ 222,000,000$ 334Accessory Electrical Equipment-$ 0.1 Connections, Supports and Structures 0.11 Structures0.111 Structures (included Below)0.12 Conductors and Insulators0.121 Generator Isolated Phase Bus 1 LS 7,584,000$ 7,580,000$ 0.122 HV Power Cables and Accessories 1 LS 3,081,000$ 3,080,000$ 0.123 LV Power Cables and Accessories 1 LS 1,422,000$ 1,420,000$ 0.124 Control Cables and Accessories 1 LS 2,607,000$ 2,610,000$ 0.125 Grounding System 1 LS 355,500$ 360,000$ 0.13 Conduits and Fittings-$ 0.131 Conduits and Fittings 1 LS 948,000$ 950,000$ 0.2 Switchgear and Control Equipment-$ -$ 0.21 Auxiliary Transformers-$ -$ 0.211 Auxiliary Transformers 2 EA 83,811$ 170,000$ 0.22 Circuit Breakers Generators-$ 0.221 Circuit Breakers Generators 2 EA 1,504,300$ 3,010,000$ 0.23 Surge Protectors and Generator Cubicles -$ -$ 0.231 Surge Protectors and Generator Cubicles 2 EA 50,000$ 100,000$ 0.24 Switch boards-$ -$ 0.241 Switch boards 1 LS 1,848,600$ 1,850,000$ 0.25 Auxiliary Power Equipment-$ -$ 0.251 Auxiliary Power Equipment 2 EA 100,000$ 200,000$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, relay and meter boards-$ -$ 0.311 Control, relay and meter boards 2 EA 200,000$ 400,000$ 0.32 Computer Control System-$ -$ 0.321 Computer Control System -$ 0.33 Supervisor and Telemeter System-$ 0.331 Supervisor and Telemeter System -$ -$ -$ 0.4 Power Transformers -$ -$ 0.41 Power Transformers -$ -$ 0.411 Power Transformers 3 EA 3,600,000$ 10,800,000$ -$ 33,000,000$ 335Misc Powerplant Equipment-$ 0.1 Included in Watana I-$ -$ 336Roads, Rails and Air Facilities -$ 0.1 Roads -$ Permanent Roads 2 MILE 3,000,000.00$ 6,000,000.00$ 0.14 Additional Maintenance for 5 additional years of wear and tear -$ -$ 6,000,000$ 350-359Transmission Plant-$ Transmission included in Watana Stage 1-$ General Plant-$ By: HDR34 of 35Staged Development 389Land and Land Rights-$ -$ 390Structures and Improvements-$ -$ 391Office Furniture and Equipment-$ -$ 392Transportation Equipment-$ -$ 393Stores Equipment-$ -$ 394Tools Shop and Garage Equipment-$ -$ 395Laboratory Equipment-$ -$ 396Power-Operated Equipment-$ -$ 397Communications Equipment-$ -$ 398Miscellaneous Equipment-$ -$ 399Other Tangible Property-$ Other Tangible Property 1 LS 10,000,000.00$ 10,000,000.00$ Indirect Costs10,000,000$ 61Temporary Construction Facilities62Construction Equipment63Main Construction Camp 1 less 80,000,000.00$ 80,000,000.00$ 64Labor Expense80,000,000$ Labor Expense (Included In Direct Costs)65SuperintendenceSuperintendence (Included In Direct Costs)66InsuranceInsurance(Included In Direct Costs)68Mitigation Fishery, Terrestrial and Recreational (Included in Watana I )69FeesFees(Included In Direct Costs)Subtotal1,462,000,000$ Contingency20%292,000,000$ Subtotal71Engineering (4%), Environmental (2%), Regulatory(1%)1 LS 92,000,000$ 92,000,000$ 71aConstruction Management (4%)1 LS 53,000,000$ 53,000,000$ 72Legal Expenses0%75Taxes0%76Administrative & Gen. Expenses0%77Interest0%80Earnings/Expenses During Construction0%Full Watana Cost3,216,000,000$ By: HDR35 of 35Staged Development FERC Line # Sub CategoriesQuantity Units Unit Price Line Price Total330Land and Land Rights0.1 Land1 LS 52,258,500.00$ 52,258,500.00$ 0.2 Land Rights-$ 0.3 Misc. Charges and Credits-$ -$ 52,000,000$ -$ 331Powerplant Structure Improvements-$ 0.1 Powerhouse-$ 0.11 Powerhouse and Draft Tube-$ 0.111 Excavation-$ Powerhouse Vault Rock 95800 CY 90.12$ 8,633,486.00$ Draft Tube Rock 16800 CY 90.12$ 1,514,014.00$ 0.113 Surface Preparation/Grouting -$ Powerhouse-$ Surface Preparation 88700 SF 3.56$ 315,609.00$ Draft Tube-$ Surface Preparation 51300 SF 3.56$ 182,534.00$ Grout Curtain-(U/S of P-H)-$ Drill Holes 43800 LF 28.59$ 1,252,389.00$ Cement 17500 CY 86.68$ 1,516,979.00$ 0.114 Concrete and Shotcrete-$ Powerhouse-$ Concrete 23800 CY 740.65$ 17,627,518.00$ Concrete Overbreak 12"H/6"V 1800 CY 478.06$ 860,503.00$ Reinforcing Steel 1200 TON 3,086.65$ 3,703,974.00$ 2" Shotcrete 1900 SF 5.63$ 10,688.00$ 3" Shotcrete 3400 SF 8.21$ 27,915.00$ Draft Tube-$ Concrete 8000 CY 740.65$ 5,925,216.00$ Concrete Overbreak 6" 1650 CY 478.06$ 788,794.00$ Reinforcing Steel 660 TON 3,086.65$ 2,037,186.00$ 2" Shotcrete 800 SF 5.63$ 4,500.00$ 0.115 Support and Anchors-$ Powerhouse-$ Rockbolts 1" @ 25' 780 EACH 1,320.04$ 1,029,629.00$ Rockbolts 1" @ 15' 500 EACH 786.58$ 393,289.00$ Steel Mesh 31000 SF 6.26$ 194,095.00$ Steel Support 105 TON 13,684.35$ 1,436,857.00$ Draft Tube-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 132,004.00$ Rockbolts 1" @ 12' 140 EACH 564.79$ 79,071.00$ Rockbolts 1" @ 9' 70 EACH 461.90$ 32,333.00$ Steel Mesh 12600 SF 6.26$ 78,890.00$ 0.117 Drainage-$ Holes (U/S of Powerhouse) 15000 LF 54.88$ 823,219.00$ Holes (Powerhouse Crown) 21960 LF 54.88$ 1,205,192.00$ 0.118 Structural - Misc Steelwork-$ Powerhouse and Draft Tube-$ Structural Steel/Crane Rails 1 LS 5,050,602.00$ 5,050,602.00$ Steel Comp. Water Pipe (8') 1 LS 6,659,963.00$ 6,659,963.00$ 0.119 Architectural-$ Alternatives- 2008 DollarsDevil Canyon (4 Turbines)DescriptionHDR/AEA Susitna Hydroelectric ProjectCost Estimates for 1982 quantities- AlternativesBy: HDRBy: Leanne Andruszkiewicz, EIT Reviewed By: David Elwood, EIT Date: 10/14/2009By: HDR1 of 16Devil Canyon Powerhouse-$ Architectural 1 LS 1,777,974.00$ 1,777,974.00$ .11C Mechanical-$ Draft Tube Gates 2 Sets 608,040.00$ 1,216,080.00$ Draft Tube Gate Guides 4 Sets 247,720.00$ 990,880.00$ Draft Tube Crane 1 EACH 1,013,400.00$ 1,013,400.00$ Pump Intake Trashracks and Guides 1 LS 379,200.00$ 379,200.00$ Pump Outlet Stoplogs/Guides 1 LS 165,000.00$ 165,000.00$ 0.12 Access Tunnels and Portals-$ 0.121 Excavation-$ Tunnels - Rock-$ Main Tunnel 106000 CY 114.16$ 12,100,994.00$ Transformer Gallery Tunnel 17000 CY 96.30$ 1,637,144.00$ Grouting Gallery Tunnel 2300 CY 463.96$ 1,067,110.00$ Surge Chamber Access Tunnel 7800 CY 166.60$ 1,299,503.00$ Penstock Access Tunnel 50000 CY 170.11$ 8,505,552.00$ Penstock Elbow Access Tunnel 10000 CY 170.11$ 1,701,110.00$ Access shaft Tunnel 3300 CY 444.28$ 1,466,133.00$ Connector Tunnel 1600 CY 460.65$ 737,035.00$ Comp. Water Tunnel 10'D 2200 CY 460.65$ 1,013,423.00$ Comp. Water Tunnel 35'D 27000 CY 116.77$ 3,152,687.00$ Main Portal-$ Rock 5000 CY 52.56$ 262,781.00$ Comp. Water Portal-$ Rock301 CY 52.55$ 15,819.00$ -$ 0.123 Surface Preparation-$ Tunnels-$ Main Tunnel Slab 112000 SF 2.37$ 265,158.00$ Comp. Water Tunnel 35'D Slab 28400 SF 2.45$ 69,713.00$ Penstock ACC Tunnel Slab 52560 SF 2.37$ 124,435.00$ Main Portal-$ Horizontal 200 SF 2.46$ 491.00$ Vertical 2100 SF 3.56$ 7,472.00$ Comp. Water Portal-$ Horizontal 200 SF 2.46$ 491.00$ Vertical 2100 SF 3.56$ 7,472.00$ 0.124 Concrete and Shotcrete-$ Main Portal-$ Concrete Slab 30 CY 434.30$ 13,029.00$ Concrete Walls 570 CY 434.29$ 247,546.00$ Concrete Overbreak 12"H/6"V 40 CY 393.90$ 15,756.00$ Reinforcing Steel 40 TON 3,086.65$ 123,466.00$ Comp. Water Portal-$ Concrete Slab 30 CY 434.30$ 13,029.00$ Concrete Walls 570 CY 434.29$ 247,546.00$ Concrete Overbreak 12'H/6"V 40 CY 393.90$ 15,756.00$ Reinforcing Steel 40 TON 3,086.65$ 123,466.00$ Tunnels-$ Concrete Slab Main Tunnel 4030 CY 538.66$ 2,170,784.00$ Conc Plugs Pens Elbow Access 10000 CY 837.74$ 8,377,440.00$ Conc Comp Water Slab 35'D 1030 CY 907.56$ 934,783.00$ Conc Overbreak Main Tunnel 6" 2130 CY 383.97$ 817,848.00$ Conc Comp Water Slab 6"O/B 540 CY 534.06$ 288,393.00$ Reinforcing Steel Main Tunnel 140 TON 3,090.99$ 432,739.00$ Reinforcing Steel Comp Water Slab 40 TON 3,091.00$ 123,640.00$ 2" Shotcrete Main Tunnel 7950 SF 5.63$ 44,723.00$ 2" Shotcrete Transformer Gal 1260 SF 5.63$ 7,088.00$ 2" Shotcrete Surge Chamb Access 800 SF 5.63$ 4,500.00$ 2" Shotcrete Penstock Access 3750 SF 5.63$ 21,096.00$ 2" Shotcrete Penstock Elbow Acc 3750 SF 5.63$ 21,096.00$ By: HDR2 of 16Devil Canyon 2" Shotcrete Access Shaft 750 SF 5.63$ 4,219.00$ 2" Shotcrete Grout Gallery 470 SF 5.63$ 2,644.00$ 2" Shotcrete Connector Tunnel 330 SF 5.62$ 1,856.00$ 2" Shotcrete Comp Water 35'D 2050 SF 5.63$ 11,532.00$ 2" Shotcrete Comp Water 10'D 450 SF 5.62$ 2,531.00$ 0.125 Support and Anchors-$ Main Tunnel-$ Rockbolts 1" @ 12' 1440 EACH 564.79$ 813,301.00$ Rockbolts 1" @ 9' 190 EACH 461.91$ 87,762.00$ Steel Mesh 132500 SF 6.87$ 910,254.00$ Steel Support 120 TON 13,684.35$ 1,642,122.00$ Main Tunnel Portal-$ Rockbolts 1" @ 15' 50 EACH 786.58$ 39,329.00$ Transformer Gallery Tunnel-$ Rockbolts 1" @ 12' 230 EACH 564.79$ 129,902.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Mesh 20940 SF 6.87$ 143,854.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Grouting Gallery Tunnel-$ Rockbolts 3/4" @ 6' 220 EACH 349.70$ 76,934.00$ Steel Support 3 TON 13,684.33$ 41,053.00$ Steel Mesh 100 SF 6.87$ 687.00$ Surge Chamber Tunnel-$ Rockbolts 1" @ 12' 150 EACH 564.79$ 84,719.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Support 13 TON 13,684.38$ 177,897.00$ Steel Mesh 13200 SF 6.87$ 90,682.00$ Penstock Access Tunnel-$ Rockbolts 1" @ 12' 680 EACH 564.79$ 384,059.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 41,571.00$ Steel Support 60 TON 13,684.35$ 821,061.00$ Steel Mesh 62150 SF 6.87$ 426,961.00$ Penstock Elbow Access Tunnel-$ Rockbolts 1" @ 12' 280 EACH 564.79$ 158,142.00$ Rockbolts 1" @ 9' 80 EACH 461.90$ 36,952.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Steel Mesh 14760 SF 6.87$ 101,399.00$ Access Shaft Tunnel-$ Rockbolts 1" @ 12' 50 EACH 564.80$ 28,240.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 23,095.00$ Steel Support 20 TON 13,684.35$ 273,687.00$ Steel Mesh 2500 SF 6.87$ 17,175.00$ Connector Tunnel-$ Rockbolts 3/4" @ 6' 160 EACH 349.70$ 55,952.00$ Steel Support 2 TON 13,684.50$ 27,369.00$ Steel Mesh 70 SF 6.87$ 481.00$ Comp. Water Tunnel 35' D-$ Rockbolts 1" @ 12' 370 EACH 564.79$ 208,973.00$ Rockbolts 1" @ 9' 50 EACH 461.90$ 23,095.00$ Steel Support 30 TON 13,684.37$ 410,531.00$ Steel Mesh 33600 SF 6.87$ 230,827.00$ Comp. Water Tunnel Portal-$ Rockbolts 1" @ 15' 40 EACH 786.58$ 31,463.00$ Comp. Water Tunnel 10' D-$ Rockbolts 3/4" @ 6' 210 CY 195.49$ 41,053.00$ Steel Support 3 CY 206.00$ 618.00$ Steel Mesh 90 CY 1,278.98$ 115,108.00$ 0.129 Architectural-$ Main Portal Doors 2 SETS 194,294.00$ 388,588.00$ Comp. Water Portal Door 1 LS 58,776.00$ 58,776.00$ .12C Mechanical-$ By: HDR3 of 16Devil Canyon Ventilating System-$ (incl In 63.71 and 63.72)-$ 0.13 Access Shaft-$ 0.131 Excavation-$ Rock14500 CY 227.67$ 3,301,225.00$ 0.133 Surface Preparation-$ Shaft70200 SF 3.56$ 249,783.00$ 0.134 Concrete and Shotcrete-$ Concrete Lining 3600 CY 1,009.98$ 3,635,928.00$ Concrete Overbreak 6" 1300 CY 589.16$ 765,902.00$ 0.135 Support and Anchors-$ Rockbolts 3/4" @ 6' 1120 EACH 349.70$ 391,664.00$ 0.138 Structural - Misc Steelwork-$ Miscellaneous Steelwork 50 TON 7,905.38$ 395,269.00$ 0.139 Architectural-$ (incl in 331.2 Cntrl Bldg)-$ .13C Mechanical-$ Elevators1 LS 2,370,000.00$ 2,370,000.00$ 0.14 Access Shaft-$ 0.141 Excavation-$ Rock1150 CY 592.92$ 681,853.00$ 0.143 Surface Preparation-$ Head Tank 2800 SF 2.36$ 6,617.00$ 0.144 Concrete and Shotcrete-$ Concrete Lining 250 CY 1,030.18$ 257,545.00$ Concrete Overbreak 6" 45 CY 434.29$ 19,543.00$ Reinforcing Steel 10 TON 3,055.40$ 30,554.00$ 0.145 Support and Anchors-$ Rockbolts 1" @ 12' 25 EACH 564.80$ 14,120.00$ Rockbolts 1" @ 9' 10 EACH 461.90$ 4,619.00$ Steel Mesh 1200 SF 6.80$ 8,160.00$ Steel Support 2 TON 13,546.00$ 27,092.00$ 0.148 Structural - Misc Steelwork-$ Miscellaneous Steelwork 1 LS 78,353.00$ 78,353.00$ .14C Mechanical-$ Piping/Valves-$ (Included in 335.12)-$ 0.15 Bus Tunnels-$ (Totals for 4 Bus Tunnels)-$ 0.151 Excavation-$ Rock Horizontal 3200 CY 213.70$ 683,832.00$ Rock Inclined 2000 CY 601.04$ 1,202,083.00$ 0.153 Surface Preparation-$ Tunnel11300 SF 2.45$ 27,738.00$ 0.154 Concrete and Shotcrete-$ Concrete Slab 800 CY 875.32$ 700,253.00$ Concrete Overbreak 12" 360 CY 504.99$ 181,796.00$ Reinforcing Steel 40 TON 3,055.40$ 122,216.00$ 2" Shotcrete 520 SF 5.63$ 2,925.00$ 0.155 Support and Anchors-$ Rockbolts 1" @ 25' 80 EACH 1,320.04$ 105,603.00$ Rockbolts 1" @ 12' 110 EACH 564.79$ 62,127.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Steel Mesh 8600 SF 6.80$ 58,483.00$ Steel Support 14 TON 13,545.86$ 189,642.00$ 0.16 Transformer Gallery-$ 0.161 Excavation-$ Rock28800 CY 373.35$ 10,752,414.00$ 0.163 Surface Preparation-$ Transformer Gallery 26500 SF 2.36$ 62,623.00$ 0.164 Concrete and Shotcrete-$ By: HDR4 of 16Devil Canyon Concrete Slab 2810 CY 1,312.97$ 3,689,457.00$ Concrete Overbreak 12"H/6"V 820 CY 403.99$ 331,273.00$ Reinforcing Steel 140 TON 3,055.41$ 427,757.00$ 3" Shotcrete 1100 SF 8.21$ 9,031.00$ 0.165 Support and Anchors-$ Rockbolts 1" @ 25' 170 EACH 1,320.04$ 224,406.00$ Rockbolts 1" @ 15' 90 EACH 786.58$ 70,792.00$ Steel Mesh 22200 SF 6.20$ 137,590.00$ Steel Support 17 TON 13,545.88$ 230,280.00$ 0.161 Drainage-$ Holes (In Gallery Crown) 8900 LF 54.88$ 488,443.00$ 0.17 Cable Shafts-$ (Totals for 2 Shafts)-$ 0.171 Excavation-$ Rock3000 CY 642.47$ 1,927,396.00$ 0.173 Surface Preparation-$ Shafts36000 SF 3.56$ 128,094.00$ 0.174 Concrete and Shotcrete-$ Concrete Lining 920 CY 1,885.30$ 1,734,472.00$ Concrete Overbreak 6" 670 CY 942.65$ 631,574.00$ 0.175 Support and Anchors-$ Rockbolts 3/4" @ 6' 570 EACH 349.70$ 199,329.00$ 0.178 Structural - Misc Steelwork-$ Miscellaneous Steelwork 13 TON 16,678.00$ 216,814.00$ 0.179 Architectural-$ Enclosures1 LS 213,063.00$ 213,063.00$ .17C Mechanical-$ Man hoist2 EACH 517,960.00$ 1,035,920.00$ 0.18 Dewatering (During Construct)-$ 0.181 Dewatering (Power Facs)-$ Dewatering1 LS 1,653,075.00$ 1,653,075.00$ 0.19 Cable Shafts-$ 0.191 Excavation-$ Rock1 LS 1,532,978.00$ 1,532,978.00$ 0.2 Misc Buildings and Structures-$ Misc Buildings and Structures 1 LS 473,882.00$ 473,882.00$ -$ 165,000,000$ 332Reservoir, Dams and Waterways-$ 0.1 Reservoir-$ 0.11 Clearing-$ Clearing6350 Acre 3,072.12$ 19,507,935.00$ 0.2 Diversion Tunnels/Cofferdams-$ 0.21 Diversion Tunnels/Portals-$ 0.211 Excavation-$ Tunnel-$ Rock 48300 CY 116.81$ 5,641,889.00$ Excavate Concrete for Plug 450 CY 122.62$ 55,177.00$ Upstream Portal-$ Overburden 1950 CY 18.33$ 35,750.00$ Rock 50200 CY 52.56$ 2,638,325.00$ Downstream Portal-$ Overburden 6600 CY 18.33$ 121,001.00$ Rock 54000 CY 52.56$ 2,838,039.00$ 0.213 Surface Preparation/Grouting-$ Upstream Portal-$ Horizontal 4400 SF 2.45$ 10,801.00$ Inclined 15300 SF 3.56$ 54,440.00$ Downstream Portal-$ Horizontal 1300 SF 2.45$ 3,191.00$ Inclined 2900 SF 3.56$ 10,319.00$ Grout Tunnel Plug-$ By: HDR5 of 16Devil Canyon Drill Holes 2050 LF 12.73$ 26,095.00$ Cement 410 CF 72.48$ 29,717.00$ 0.214 Concrete and Shotcrete-$ Tunnel-$ Concrete Lining 8100 CY 605.99$ 4,908,503.00$ Concrete Plug 3000 CY 457.86$ 1,373,573.00$ Concrete Overbreak 6" 3200 CY 336.66$ 1,077,312.00$ Reinforcing Steel 15 TON 3,086.67$ 46,300.00$ 2" Shotcrete 4400 SF 5.63$ 24,752.00$ Upstream Portal-$ Concrete Headwall 2800 CY 696.89$ 1,951,281.00$ Concrete Lining 1550 CY 253.73$ 393,281.00$ Concrete Pier 400 CY 605.99$ 242,395.00$ Overbreak 12"H/6"V 500 CY 523.59$ 261,795.00$ Reinforcing Steel 310 TON 3,086.65$ 956,860.00$ Downstream Portal-$ Concrete Headwall 1000 CY 696.89$ 696,886.00$ Overbreak 12"H6"V 100 CY 523.59$ 52,359.00$ Reinforcing Steel 65 TON 3,086.65$ 200,632.00$ 0.215 Support and Anchors-$ Tunnels-$ Rockbolts 1" @ 12' 800 EACH 564.79$ 451,834.00$ Rockbolts 1" @ 9' 90 EACH 461.90$ 41,571.00$ Steel Mesh 76900 SF 6.87$ 528,291.00$ Steel Support 90 TON 13,684.36$ 1,231,592.00$ Upstream Portal-$ Rockbolts 1" @ 15' 80 EACH 786.58$ 62,926.00$ Rock Anchors 1" @ 25' 40 EACH 1,320.03$ 52,801.00$ Rock Dowels 60 EACH 503.02$ 30,181.00$ Downstream Portal-$ Rockbolts 1" @ 15' 120 EACH 786.58$ 94,389.00$ Rock Anchors 1" @ 25' 30 EACH 1,320.03$ 39,601.00$ .21C Mechanical-$ Upstream Gate-$ Gate Equipment 2 EACH 2,775,040.00$ 5,550,080.00$ Downstream Outlet-$ Stoplog Guides 1 SET 78,820.00$ 78,820.00$ Stoplogs Incl Followers 1 LS -$ -$ 0.22 Upstream Cofferdam-$ 0.222 Fill-$ Core4600 CY 11.64$ 53,522.00$ Fine/Filter 2800 CY 39.37$ 110,222.00$ Course Filter 2700 CY 32.13$ 86,746.00$ Rock Shell 19800 CY 11.21$ 222,044.00$ Closure Dike 41900 CY 11.64$ 487,512.00$ Rip Rap7000 CY 25.92$ 181,449.00$ 0.223 Surface Preparation/Grouting-$ Cutoff and Grout-$ Holes 1600 LF 30.60$ 48,967.00$ Grout 256000 CF 86.68$ 22,191,237.00$ .22D Dewatering-$ Initial Dewatering 1 LS 1,796,709.00$ 1,796,709.00$ Dewatering Maintenance 1 LS 9,171,995.00$ 9,171,995.00$ 0.23 Downstream Cofferdam-$ 0.231 Excavation-$ Removal of Cofferdam 42000 CY 14.37$ 603,519.00$ 0.232 Fill-$ Rip Rap1650 CY 25.92$ 42,770.00$ Closure Dike 47000 CY 11.64$ 546,851.00$ 0.233 Surface Prep/Grouting-$ Cutoff and Grout-$ By: HDR6 of 16Devil Canyon Holes 2300 LF 30.60$ 70,391.00$ Cement 368000 CF 10.60$ 3,899,903.00$ 0.3 Main Dam-$ 0.31 Main Dam-$ 0.311 Excavation-$ Overburden 35600 CY 12.35$ 439,642.00$ Rock 320700 CY 53.47$ 17,146,273.00$ 0.313 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam/Thrust Blocks 171000 SF 3.32$ 568,459.00$ Consolidation Grout-$ Drill Holes 176900 LF 12.73$ 2,251,795.00$ Cement 176900 CF 72.48$ 12,821,648.00$ Grout Curtain-$ Drill Holes 259000 LF 28.59$ 7,405,680.00$ Cement 103600 CF 86.68$ 8,980,516.00$ 0.314 Concrete and Shotcrete-$ Dam-$ Concrete 1281000 CY 437.66$ 560,639,898.00$ Concrete Overbreak 10400 CY 437.66$ 4,551,643.00$ Reinforcing steel 4500 TON 3,086.65$ 13,889,903.00$ Thrust blocks-$ Concrete 105500 CY 437.66$ 46,172,919.00$ Concrete Overbreak 1100 CY 437.66$ 481,424.00$ Reinforcing steel 375 TON 3,086.65$ 1,157,492.00$ Joint Grouting-$ Grouting 1 LS 6,024,540.00$ 6,024,540.00$ 0.315 Support and Anchors-$ Rockbolts 1" @ 25' 580 EACH 1,320.04$ 765,621.00$ Steel Mesh (on slopes) 275000 SF 5.28$ 1,452,776.00$ 0.317 Drainage-$ Holes 65800 LF 54.88$ 3,611,186.00$ 0.32 Grout Galleries/Portals-$ 0.321 Excavation-$ Tunnels/Shafts - Core Area-$ Rock Horizontal 13100 CY 422.05$ 5,528,863.00$ Rock inclined 5300 CY 591.06$ 3,132,621.00$ Rock Vertical 3400 CY 573.18$ 1,948,811.00$ Tunnels/Shafts Access-$ Rock Horizontal 12400 CY 422.05$ 5,233,428.00$ Portals-$ Overburden 28700 CY 18.33$ 526,171.00$ Rock 16500 CY 52.56$ 867,179.00$ 0.323 Surface Preparation-$ Portals-$ Horizontal 50 SF 2.46$ 123.00$ Vertical 410 SF 3.56$ 1,459.00$ 0.324 Concrete and Shotcrete-$ Tunnels - Core Area-$ Concrete Slab 1800 CY 6,565.54$ 11,817,964.00$ Concrete Overbreak 6" 900 CY 807.98$ 727,186.00$ Reinforcing Steel 62 TON 3,086.65$ 191,372.00$ 2"Shotcrete 3300 SF 5.63$ 18,564.00$ Tunnels - Access-$ Concrete Slab 1400 CY 1,009.98$ 1,413,972.00$ Concrete Overbreak 6" 700 CY 807.98$ 565,589.00$ Reinforcing Steel 50 TON 3,086.64$ 154,332.00$ 2" Shotcrete 2500 SF 5.63$ 14,064.00$ Shafts - Core Area-$ 2" Shotcrete 6500 SF 5.63$ 36,566.00$ Portals (4 Portals)-$ By: HDR7 of 16Devil Canyon Concrete 40 CY 434.30$ 17,372.00$ Reinforcing Steel 3 TON 3,086.67$ 9,260.00$ 0.325 Support and Anchors-$ Tunnels - Core Area-$ Rockbolts 1" @ 12' 150 EACH 564.79$ 84,719.00$ Rockbolts 1" @ 9' 30 EACH 461.90$ 13,857.00$ Rockbolts 3/4" @ 6' 1250 EACH 349.70$ 437,125.00$ Steel Mesh 12200 SF 7.04$ 85,934.00$ Steel support 27 TON 13,684.37$ 369,478.00$ Tunnels - Access-$ Rockbolts 3/4" @ 6' 1200 EACH 349.70$ 419,640.00$ Steel Mesh 500 SF 7.04$ 3,522.00$ Steel support 12 TON 13,684.33$ 164,212.00$ Shafts - Core Area-$ Rockbolts 3/4" @ 6' 300 EACH 349.70$ 104,910.00$ Steel Mesh 1300 SF 7.04$ 9,157.00$ Portals -$ Rockbolts 1" @ 15' 150 EACH 786.58$ 117,987.00$ 0.328 Structural Steel - Misc Steelwork-$ Steel/Guides Shaft 50 TON 7,905.38$ 395,269.00$ Steel Stairway 1 LS 316,022.00$ 316,022.00$ 0.329 Architectural-$ Portal Doors4 EACH 45,028.75$ 180,115.00$ Headshaft Structure 1 LS 1,028,580.00$ 1,028,580.00$ 0.32C Mechanical-$ Elevator1 LS 1,777,500.00$ 1,777,500.00$ Overhead Crane 1 LS 1,449,100.00$ 1,449,100.00$ Misc Mechanical Equipment 1 LS 284,400.00$ 284,400.00$ 0.33 Instrumentation-$ 0.331 Instrumentation (Dam)-$ Instrumentation 1 LS 9,257,220.00$ 9,257,220.00$ 0.4 Saddle Dam-$ 0.41 Main Saddle Dam-$ 0.411 Excavation-$ Overburden 1145000 CY 11.16$ 12,778,554.00$ Rock 301000 CY 38.37$ 11,549,381.00$ 0.412 Fill-$ Impervious Core 313500 CY 19.05$ 5,970,802.00$ Fine Filter 231000 CY 45.33$ 10,471,868.00$ Course Filter 193000 CY 37.66$ 7,268,689.00$ Rock Shell (Upstream) 534000 CY 9.52$ 5,085,472.00$ Rip Rap 174500 CY 25.92$ 4,523,263.00$ Rock Shell (Downstream) 345000 CY 9.52$ 3,285,558.00$ Rockfill 127000 CY 9.52$ 1,209,466.00$ Filter Fabric-$ Filter Fabric 190000 SF 1.89$ 359,419.00$ 0.413 Surface Preparation/Grouting-$ Surface Preparation-$ Under Dam Core 191500 SF 3.32$ 636,607.00$ Under Dam Shell 432500 SF 2.29$ 991,878.00$ Dental Concrete-$ Dental Concrete 7100 CY 390.53$ 2,772,732.00$ Consolidation Grout-$ Drill Holes 57500 LF 12.73$ 731,929.00$ Cement 57500 CF 72.48$ 4,167,579.00$ Grout Curtain (See 332.313-$ 0.417 Drainage (See 332.317)-$ 900,000,000$ 0.5 Outlet Facility Valves (In Dam)-$ 0.51 Outlet Facility Valves-$ .51C Mechanical-$ Trashracks Guides 1 LS 4,384,500.00$ 4,384,500.00$ By: HDR8 of 16Devil Canyon Bulkhead Gate Guides 1 LS 2,891,400.00$ 2,891,400.00$ Bulhead Gates and Followers 2 EACH 495,440.00$ 990,880.00$ Gantry Crane 1 LS 1,659,000.00$ 1,659,000.00$ Fixed Cone Valves 1 LS 3,000,000.00$ 3,000,000.00$ (7 Plus 2 Spare) 1 LS 7,584,000.00$ 7,584,000.00$ Ring Follower Gates (7) 1 LS 14,931,000.00$ 14,931,000.00$ Misc. Mechanical Equipment 1 LS 1,896,000.00$ 1,896,000.00$ Misc. Electrical Systems 1 LS 237,000.00$ 237,000.00$ 0.52 Main (Chute) Spillway-$ 0.521 Excavation-$ Approach-$ Overburden 44000 CY 15.92$ 700,352.00$ Rock Useable 80000 CY 38.37$ 3,069,603.00$ Rock Waste 17000 CY 38.37$ 652,291.00$ Control Structure-$ (To end of Rollway)-$ Overburden 21500 CY 15.92$ 342,218.00$ Rock Useable 87000 CY 39.60$ 3,444,768.00$ Rock Waste 15000 CY 35.41$ 531,095.00$ Chute and Flip-$ (End Rollway to End Flip)-$ Overburden 128500 CY 15.92$ 2,045,347.00$ Rock Useable (Inclined) 38000 CY 49.00$ 1,861,994.00$ Rock Useable (Vertical) 401000 CY 49.00$ 19,648,936.00$ Rock Waste 93500 CY 38.37$ 3,587,598.00$ Outfall-$ (From end of Basin)-$ Overburden 44500 CY 15.92$ 708,311.00$ Rock Useable 141500 CY 42.22$ 5,974,533.00$ Rock Waste 41500 CY 31.57$ 1,310,291.00$ Drain Tunnel-$ Rock Horizontal 1500 CY 422.05$ 633,076.00$ Rock Inclined 2300 CY 591.06$ 1,359,439.00$ River Channel-$ Alluvium Excavation 67000 CY 13.44$ 900,448.00$ 0.523 Surface Preparation/Grouting-$ Surface Preparation-$ Spillway-$ Rock Horizontal 108000 SF 2.29$ 247,683.00$ Rock Inclined 41500 SF 3.32$ 137,959.00$ Consolidation Grout-$ Drill Holes 22000 LF 12.73$ 280,042.00$ Cement 22000 CF 72.48$ 1,594,552.00$ Grout Curtain (See 332.313)-$ 0.524 Concrete & Shotcrete-$ Concrete Structure-$ (To end of Rollway)-$ (Including Storage Areas)-$ Concrete outer Walls 15500 CY 471.32$ 7,305,522.00$ Concrete Piers (Full Length) 7700 CY 471.32$ 3,629,195.00$ Concrete Deck 1600 CY 471.32$ 754,118.00$ Concrete Rollway Slab 33000 CY 471.32$ 15,553,692.00$ Concrete Overbreak (12"H/6"V 1400 CY 370.33$ 518,456.00$ Reinforcing Steel 2300 TON 3,086.65$ 7,099,284.00$ Concrete Chute & Flip-$ (End Rollway to End Flip)-$ (Incl Box Drain Galleries)-$ Concrete Slabs 13000 CY 481.42$ 6,258,509.00$ Concrete Walls 20500 CY 511.72$ 10,490,326.00$ Concrete Overbreak 18"H/6"V 6300 CY 336.66$ 2,120,958.00$ Reinforcing Steel 1300 TON 3,086.65$ 4,012,639.00$ By: HDR9 of 16Devil Canyon Concrete Drain Gallery-$ Concrete Slab 400 CY 1,009.98$ 403,992.00$ Concrete Overbreak 6" 200 CY 605.99$ 121,198.00$ Reinforcing Steel 14 TON 3,086.64$ 43,213.00$ 2" Shotcrete Dome 2500 SF 5.63$ 14,064.00$ 0.525 Support and Anchors-$ Drainage Tunnel-$ Steel Support 4 TON 13,684.25$ 54,737.00$ Steel Mesh 500 SF 7.04$ 3,522.00$ Rockbolts Drainage Gallery-$ 3/4" @6' 400 EACH 352.95$ 141,180.00$ Rockbolts Approach-$ 1" @ 15' 140 EACH 792.43$ 110,940.00$ Rockbolts Chute & Structure-$ 1" @ 15' 85 EACH 792.42$ 67,356.00$ Slab/Wall Anchors-$ 1" @ 10' 3700 EACH 506.75$ 1,874,969.00$ 0.527 Drainage-$ Drill Holes-$ Box Drains (To Drain Tunnel) 28000 LF 51.27$ 1,435,685.00$ 3" relief 500 LF 52.93$ 26,466.00$ .52C Mechanical-$ Gate Equipment 3 EACH 4,010,800.00$ 12,032,400.00$ Stop Log Guides 3 SETS 101,340.00$ 304,020.00$ StopLogs Including Followers 1 SET 1,080,960.00$ 1,080,960.00$ Miscellaneous Electrical 1 LS 237,000.00$ 237,000.00$ 0.53 Emergency spillway-$ 0.531 Excavation (Including - -$ Bridge and Fuse Plug)-$ Overburden 281500 CY 7.04$ 1,980,662.00$ Rock Useable 1019000 CY 39.81$ 40,568,805.00$ Rock Waste 215500 CY 39.04$ 8,413,510.00$ 0.532 Fill-$ Fuse Plug 26000 CY 22.27$ 579,079.00$ -$ 0.533 Surface Preparation/Grouting-$ Surface prep (under Fuse Plug)-$ Horizontal 75500 SF 2.45$ 185,328.00$ Inclined 2500 SF 3.56$ 8,895.00$ Consolidation Grouting-$ Drill Holes 23000 LF 12.73$ 292,772.00$ Cement 23000 CF 72.48$ 1,667,032.00$ Grout Curtain (See 332.313)-$ 0.534 Concrete-$ Ground Slab 6000 CY 370.33$ 2,221,956.00$ Concrete Overbreak 12"H/12"V 3000 CY 370.33$ 1,110,978.00$ Reinforcing Steel 210 TON 3,086.64$ 648,195.00$ 0.535 Support & Anchors-$ Rockbolts 1" @ 15' 300 EACH 786.58$ 235,973.00$ Rock Anchors 1" @ 25' 760 EACH 1,320.04$ 1,003,228.00$ .53B Bridge-$ Bridge1 LS 2,962,678.00$ 2,962,678.00$ 0.6 Power Intakes-$ 0.61 Power Intake Struct & App-$ 0.611 Excavation-$ Overburden 99000 CY 15.92$ 1,575,793.00$ Rock 201600 CY 39.60$ 7,982,358.00$ 0.613 Surface Preparation-$ Horizontal 12100 SF 2.46$ 29,766.00$ Inclined 58000 SF 3.56$ 206,480.00$ 0.614 Concrete and Shotcrete-$ By: HDR10 of 16Devil Canyon Structure-$ Concrete Structure 14500 CY 582.42$ 8,445,116.00$ Concrete Overbreak 12"H/6"V 1530 CY 360.23$ 551,146.00$ Reinforcing Steel 940 TON 3,086.64$ 2,901,446.00$ 0.615 Support & Anchors-$ Approach-$ Rockbolts 1" @ 15' 140 EACH 786.58$ 110,121.00$ .61C Mechanical-$ Trashracks/Guides 4 SETS 382,840.00$ 1,531,360.00$ Bulkhead Gate Guides 4 SETS 168,900.00$ 675,600.00$ Bulkhead Gates & Followers 1 SETS 1,040,424.00$ 1,040,424.00$ Intake Gantry Crane 1 EACH 4,729,200.00$ 4,729,200.00$ Intake Gate Equipment 4 EACH 2,049,320.00$ 8,197,280.00$ Miscellaneous Electrical 1 LS 237,000.00$ 237,000.00$ .61D Intake Building -$ Intake Building 1 LS 473,882.00$ 473,882.00$ 0.7 Surge Chambers-$ 0.71 Surge Chamber-$ 0.711 Excavation-$ Chamber Rock 153800 CY 96.04$ 14,771,512.00$ Vent Shaft Rock 2300 CY 641.49$ 1,475,434.00$ 0.713 Surface Preparations 6,100 SF 2.45$ 14,974.00$ 0.714 Concrete and Shotcrete-$ Chamber-$ Concrete Chamber 1,755 CY 548.76$ 963,067.05$ Concrete Overbreak 140 CY 471.32$ 65,985.00$ Reinforcing Steel 65 TON 3,086.65$ 200,632.00$ 3" Shotcrete 3,200 SF 8.21$ 26,273.00$ 2" Shotcrete 2,300 SF 5.63$ 12,939.00$ Vent Shaft-$ 2" Shotcrete 6,300 SF 5.63$ 35,441.00$ 0.715 Support and Anchors-$ Chamber-$ Rockbolts 1" @ 25' 725 EACH 1,320.04$ 957,027.00$ Rockbolts 1" @ 15' 600 EACH 786.58$ 471,947.00$ Steel Mesh 29,400 SF 6.26$ 184,077.00$ Steel Support 70 TON 13,684.36$ 957,905.00$ Vent Shaft-$ Rockbolts 3/4" @ 6' 400 EACH 349.70$ 139,880.00$ Steel Mesh 1,300 SF 6.80$ 8,846.00$ 0.717 Drainage Holes (In Chamber Crown) 18,428 LF 54.88$ 1,011,301.20$ 0.8 Penstocks-$ 0.81 Penstocks-$ 0.811 Excavation Tunnels-$ Rock Horizontal 10,500 CY 164.79$ 1,730,245.00$ Rock Inclined 44,600 CY 325.72$ 14,527,123.00$ 0.813 Surface Preparations/Grouting-$ Surface Preparation-$ Tunnels 173,500 SF 2.45$ 425,887.00$ Contact Grouting 1 LS 191,022.00$ 191,022.00$ Consolidation Grouting 1 LS 525,311.00$ 525,311.00$ 0.814 Concrete and Shotcrete-$ Concrete Liner 17,600 CY 1,036.91$ 18,249,665.00$ Concrete Plug 10,000 CY 807.98$ 8,079,840.00$ Concrete Overbreak 6" 4,700 CY 740.65$ 3,481,064.00$ Concrete Overbreak Plug 860 CY 740.65$ 636,961.00$ Reinforcing Steel 18 TON 3,055.39$ 54,997.00$ 2" Shotcrete 19,100 SF 5.63$ 107,447.00$ 0.815 Support and Anchors-$ Rockbolts 1" @ 25' 100 EACH 1,320.04$ 132,004.00$ Rockbolts 1" @ 6' 1,350 EACH 349.70$ 472,095.00$ By: HDR11 of 16Devil Canyon Steel Mesh 86,800 SF 6.80$ 590,268.00$ 0.818 Structural- Misc Steelwork-$ Steel Liner 2,000 TON 10,340.36$ 20,680,720.00$ 0.9 Tailrace Works-$ 0.91 Tailrace Tunnels/Portals-$ 0.911 Excavation -$ Tunnels-$ Rocks 329,300 CY 99.01$ 32,603,116.00$ Portal-$ Overburden 40,000 CY 18.33$ 733,340.00$ Rock 21,000 CY 52.56$ 1,103,682.00$ 0.913 Surface Preparation-$ Tunnels-$ Tunnel 582,000 SF 3.56$ 2,070,849.00$ Portal-$ Horizontal 400 SF 2.46$ 982.00$ Inclined 2,700 SF 3.56$ 9,607.00$ 0.914 Concrete and Shotcrete-$ Tunnels-$ Concrete Lining 31,700 CY 471.32$ 14,940,971.00$ Conc Overbreak 6" 16,200 CY 349.06$ 5,654,772.00$ Reinforcing Steel 13 TON 3,086.62$ 40,126.00$ 2" Shotcrete 17,500 SF 5.63$ 98,446.00$ Portal-$ Concrete Base Slab 100 CY 696.89$ 69,689.00$ Concrete Walls 650 CY 696.89$ 452,976.00$ Conc Overbreak 12"H/6"V 50 CY 523.60$ 26,180.00$ Reinforcing Steel 50 TON 3,086.64$ 154,332.00$ 0.915 Supports and Anchors-$ Tunnels-$ Rockbolts 1" @ 12' 3,160 EACH 564.79$ 1,784,744.00$ Rockbolts 1" @ 9' 490 EACH 461.91$ 226,334.00$ Steel Mesh 291,000 SF 6.87$ 1,999,123.00$ Steel Support 232 TON 13,684.35$ 3,174,770.00$ Portal-$ Rockbolts 1" @ 15' 100 EACH 786.58$ 78,658.00$ 0.916 Mechanical-$ Stoplog Guides 1 LS 97,170.00$ 97,170.00$ -$ 415,000,000$ 333Waterwheels, Turbines, and Generators-$ 0.1 Turbines and Governors-$ 0.11 Turbines and Governors-$ 0.111 Supply4 EACH 73,750,000.00$ 295,000,000.00$ 0.112 Install4 EACH -$ 0.2 Generators and Exciters-$ 0.21 Generators and Exciters-$ 0.211 Generators and Exciters 4 EACH -$ 0.3 Total Bid From Vendor (includes all equipment in this category) 295,000,000.00$ -$ 295,000,000$ Price from Voith Seimens Bid-$ -$ 334Accessory Electrical Equipment-$ 0.1 Connections, Supports, and Struct.-$ 0.11 Structures-$ 0.111 Structures (Incl. Below)-$ 0.12 Conductors and Insulators-$ 0.121 Generator Isolated Bus 1 LS 4,740,000.00$ 4,740,000.00$ 0.122 HV Power Cables and Access. 1 LS 2,844,000.00$ 2,844,000.00$ 0.123 LV Power Cables and Access. 1 LS 948,000.00$ 948,000.00$ 0.124 Control Cables and Accessories 1 LS 1,422,000.00$ 1,422,000.00$ 0.125 Grounding System 1 LS 355,500.00$ 355,500.00$ 0.13 Conduits and Fittings-$ By: HDR12 of 16Devil Canyon 0.131 Conduits and Fittings 1 LS 711,000.00$ 711,000.00$ 0.2 Switchgear and Control Equipment-$ 0.21 Auxiliary Transformers-$ 0.211 Auxiliary Transformers 4 EACH 65,040.00$ 260,160.00$ 0.22 Circuit Breakers-$ 0.221 Circuit Breakers (not required)-$ 0.23 Surge Protection and Generator Cubicles-$ 0.231 Surge Protection and Generator Cubicles 1 LS 734,700.00$ 734,700.00$ 0.24 Switchboards-$ 0.241 Switchboards1 LS 1,706,400.00$ 1,706,400.00$ 0.25 Aux. Power Equipment Incl. Battery-$ 0.251 Aux. Power Equipment 1 LS 521,400.00$ 521,400.00$ 0.3 Cubicles and Appurtenances-$ 0.31 Control, Relay, and Meter Boards-$ 0.311 Control, Relay, and Meter Boards 1 LS 1,659,000.00$ 1,659,000.00$ 0.32 Computer Control System-$ 0.321 Computer Control System (incl. in 353)-$ 0.33 Supervis. And Telemeter System-$ 0.331 Supervis. And Telemeter System (incl in 353)-$ 0.4 Power Transformers-$ 0.41 Power Transformers-$ 0.411 Power Transformers 13 EACH 1,300,000.00$ 16,900,000.00$ 0.5 Lighting System-$ 0.51 Powerhouse and Transformer Gallery-$ 0.511 Powerhouse and Transformer Gallery 1 LS 1,564,200.00$ 1,564,200.00$ 0.52 Access Tunnels and Roads-$ 0.521 Access Tunnels and Roads 1 LS 402,900.00$ 402,900.00$ 0.6 Misc. Electrical Equipment-$ 0.61 Misc. Electrical Equipment-$ 0.611 Misc. Electrical Equipment 1 LS 521,400.00$ 521,400.00$ 0.7 Surface Accessory Elec. Equipment-$ 0.71 4.16 kV and LV Equipment-$ 0.711 Switchboards1 LS 165,900.00$ 165,900.00$ 0.712 Cables1 LS 521,400.00$ 521,400.00$ 0.713 Aux. Transformers 1 LS 284,400.00$ 284,400.00$ 0.73 Diesel Generators - Standby-$ 0.731 Diesel Generators - Standby 2 EACH 337,800.00$ 675,600.00$ 0.74 Exterior Lighting-$ 0.741 Exterior Lighting1 LS 592,500.00$ 592,500.00$ -$ 38,000,000$ 335Misc. Power Plant Equipment-$ 0.1 Auxiliary Systems - Underground-$ 0.11 Station Water Systems-$ 0.111 Station Water Systems 1 LS 3,081,000.00$ 3,081,000.00$ 0.12 Fire Protection Systems-$ 0.121 Fire Protection Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.13 Compressed Air Systems-$ 0.131 Compressed Air Systems 1 LS 3,318,000.00$ 3,318,000.00$ 0.14 Oil Handling Systems-$ 0.141 Oil Handling Systems 1 LS 2,370,000.00$ 2,370,000.00$ 0.15 Drainage And Dewatering-$ 0.151 Drainage And Dewatering 1 LS 3,555,000.00$ 3,555,000.00$ 0.16 Heat, Vent, and Cooling System-$ 0.161 Heat, Vent, and Cooling System 1 LS 2,844,000.00$ 2,844,000.00$ 0.17 Miscellaneous-$ 0.171 Miscellaneous1 LS 2,133,000.00$ 2,133,000.00$ 0.2 Auxiliary Systems - Surface Facs-$ 0.21 Auxiliary Systems - Surface Facs-$ 0.211 Auxiliary Systems - Surface Facs 1 LS 355,500.00$ 355,500.00$ 0.3 Auxiliary Equipment-$ 0.31 Powerhouse Cranes-$ By: HDR13 of 16Devil Canyon 0.311 Powerhouse Cranes 2 EACH 1,936,800.00$ 3,873,600.00$ 0.32 Elevators-$ 0.321 Elevators1 LS 545,100.00$ 545,100.00$ 0.33 Misc. Cranes and Hoist-$ 0.331 Misc. Cranes and Hoist 1 LS 505,500.00$ 505,500.00$ 0.34 Compensation Pumps-$ 0.341 Pumps and Motors 2 EACH 1,300,800.00$ 2,601,600.00$ 0.342 Valves4 EACH 151,760.00$ 607,040.00$ 0.35 Machine Shop Equipment-$ 0.351 Machine Shop Equipment 1 LS 474,000.00$ 474,000.00$ 0.4 General Station Equipment (Included in Mechanical and Electrical Systems)-$ 0.5 Communication Equipment1 LS 213,300.00$ 213,300.00$ -$ 29,000,000$ 336Roads-$ 0.1 Roads 0.11 Pioneer Roads and Bridges 0.111 Gold Creek- Devil CanyonRoad (12.31 mi)Clearing 113 ACRE 11,416.62$ 1,300,000$ Waste Excavation 324,998 CY 9.51$ 3,100,000$ Common Excavation 291,163 CY 8.32$ 2,400,000$ 18" Culverts 3,460 LF 62.55$ 200,000$ 36" Culverts 1 LS 32,760.98$ -$ D-1 Base Material 66,444 TON 45.47$ 3,000,000$ Fabric 3,192 SY 6.73$ -$ Maintenance 25 MI/YR 9,008.99$ 200,000$ 0.113 Devil Canyon Low Level CrossingCrossing (7.88 Miles) Clearing 170 ACRE 11,416.62$ 1,900,000$ Waste Excavation 498,845 CY 9.51$ 4,700,000$ Common Excavation 549,417 CY 8.32$ 4,600,000$ Rock Excavation 749,641 CY 28.45$ 21,300,000$ 18" Culverts 5,100 LF 62.55$ 300,000$ D-1 Base Material 36,966 TON 45.47$ 1,700,000$ Maintenance 118 MI/YR 11,258.74$ 1,300,000$ 0.12 Permanent Roads and Bridges0.121 Parks Hwy - Gold Creek (13.26 mile)Main RoadClearing 210 Acre 11,416.62$ 2,400,000$ Waste Excavation 575,480 CY 10.00$ 5,800,000$ Common Excavation 570,180 CY 8.32$ 4,700,000$ Rock Excavation 35,850 CY 28.45$ 1,000,000$ Borrow 126,600 CY 12.11$ 1,500,000$ NFS Subbase Material 136,500 CY 18.94$ 2,600,000$ Grade "A" Base Material 74,480 CY 34.83$ 2,600,000$ D-1 Base Material 31,080 Ton 45.47$ 1,400,000$ A. C. Surfacing 28,462 Ton 204.04$ 5,800,000$ Guardrail 9,800 LF 92.97$ 900,000$ 18" Culverts 7,055 LF 62.55$ 400,000$ 36" Culverts 1 LS 119,258.40$ 100,000$ Fabric 18,844 SY 6.73$ 100,000$ Thaw Pipes 7,555 LF 93.64$ 700,000$ Topsoil and Seed 130 Acre 7,573.05$ 1,000,000$ Traffic Control Devices 13 Mile 39,020.27$ 500,000$ Bridge1 LS 300,000,000.00$ 300,000,000$ Maintenance 13 MI/YRS 22,520.81$ 300,000$ 0.122 Gold Creek - Devil Canyon (12.31 mile)Main RoadClearing 28 Acre 11,416.62$ 300,000$ Waste Excavation 97,892 CY 9.51$ 900,000$ By: HDR14 of 16Devil Canyon Common Excavation 44,772 CY 8.32$ 400,000$ Rock Excavation 23,625 CY 28.45$ 700,000$ Borrow 416,311 CY 12.11$ 5,000,000$ NFS Subbase Material 126,750 CY 18.94$ 2,400,000$ Grade "A" Base Material 69,160 CY 34.83$ 2,400,000$ D-1 Base Material 28,860 Ton 45.47$ 1,300,000$ A.C. Surfacing 26,429 Ton 204.04$ 5,400,000$ Guardrail 6,700 LF 92.97$ 600,000$ 18" Culverts 4,950 LF 62.55$ 300,000$ 36" Culverts 1 LS 79,451.65$ 100,000$ Fabric 5,585 SY 6.73$ -$ Thaw Pipes 8,845 LF 93.64$ 800,000$ Topsoil and Seed 86 Acre 7,573.05$ 700,000$ Traffic Control Devices 12 Mile 39,020.27$ 500,000$ Maintenance 160 MI/YRS 27,023.64$ 4,300,000$ 0.2 Rail Facilities0.21 Railhead - Gold CreekRailheadClearing25 Acre 11,416.62$ 300,000$ Waste Excavation 78,000 CY 10.12$ 800,000$ Common Excavation 505,000 CY 8.84$ 4,500,000$ Grade "A" Base Material 4,900 CY 35.35$ 200,000$ D-1 Base Material 2,400 Ton 45.47$ 100,000$ A.C. Surfacing 2,200 Ton 204.04$ 400,000$ Topsoil and Seed 15 Acre 7,573.05$ 100,000$ Railyard Control Devices 1 LS 1,706.42$ -$ Subballast 25,800 CY 18.09$ 500,000$ Trackage 19,700 LF 315.24$ 6,200,000$ Dock Lumber 16 MBP 1,306.18$ -$ Maintenance 15 Years 64,604.12$ 1,000,000$ 0.3 Airstrip0.31 AirstripPermanent Airstrip 1 LS 12,798,000.00$ 12,800,000$ Temporary Airstrip 1 LS 2,133,000.00$ 2,100,000$ 0.14 Site RoadsSite Roads7 MILE 11,743,475.57$ 82,204,329.00$ Maintenance60 MI/YRS 205,489.98$ 12,329,399.00$ 0.16 Trans Dam CrossingTrans Dam Crossing (7.26 Miles)Clearing45 ACRE 10,953.82$ 492,922.00$ Waste Excavation 132,300 CY 9.12$ 1,206,206.00$ Common Excavation 114,500 CY 7.99$ 914,752.00$ Rock Excavation 12,200 CY 28.21$ 344,153.00$ Borrow90,200 CY 12.14$ 1,095,035.00$ NFS Subbase Material 27,960 CY 18.17$ 508,135.00$ Grade "A" Base Material 15,260 CY 33.92$ 517,565.00$ D-1 Base Material 6,370 TON 43.62$ 277,833.00$ A.C. Surfacing 5,830 TON 195.78$ 1,141,374.00$ Guardrail 2,640 LF 89.20$ 235,489.00$ 18" Culverts 1,785 LF 60.01$ 107,122.00$ Thaw Pipes 1,785 LF 89.84$ 160,368.00$ Topsoil and Seed 29 ACRE 7,266.03$ 210,715.00$ Traffic Control Devices 3 MILE 37,438.33$ 112,315.00$ MaintenanceMaintenance7 MI/YRS 29,276.29$ 204,934.00$ 535,000,000$ 350‐350Transmission PlantTransmission Line per mile 11 MILE5,700,000.00$ 62,700,000.00$ By: HDR15 of 16Devil Canyon Substations per EPS Cost Estimate (1 at Devil Canyon and 1 at Gold Creek) 2 EA18,000,000.00$ 36,000,000.00$ 99,000,000.00$ General Plant389Land and Land Rights (Included in 330)-$ -$ 390Structures and Improvements (Included in 331.2)-$ -$ 391Office Furniture/Equipment (Included in 399)-$ -$ 392Transportation Equipment (Included in 399)-$ -$ 393Stores Equipment (Included in 399)-$ -$ 394Tools Shop and Garage Equipment (Included in 399)-$ -$ 395Laboratory Equipment (Included in 399)-$ -$ 396Power Operated Equipment (Included in 399)-$ -$ 397Communications Equipment (Included in 399)-$ -$ 398Miscellaneous Equipment (Included in 399)-$ -$ 399Other Tangible Property1 LS 16,000,000.00$ 16,000,000.00$ 1 LS (231,219.51)$ (231,219.51)$ -$ 16,000,000$ Indirect Costs-$ 61Temporary Construction Facilities (Included in Direct Costs)-$ 62Construction Equipment (Included in Direct Costs)-$ 63Main Construction Camp-$ 0.1 Main Construction Camp1 LS 180,000,000.00$ 180,000,000.00$ Saved Maintence64Labor Expense (Included in Direct Costs)-$ 180,000,000$ 65Superintendence (Included in Direct Costs)-$ 66Insurance (Included in Direct Costs)-$ 68Mitigation Fishery, Terrestrial and Recrational)- Not Included1 LS 200,000,000.00$ -$ 69Fees (Included in Direct Costs)-$ Contingency20%-$ 545,000,000$ 71Engineering (4%), Enviornmental (2%), Regulatory(1%)1 LS 229,000,000$ 229,000,000$ 71aConstruction Management (4%)1 LS 131,000,000$ 131,000,000$ 72Legal Expenses (Included in 71)-$ 75Taxes (Not Applicable)-$ 76Administrative and Gen. Expenses ( Included in 71)-$ 77Interest ( Not Included)-$ 80Earnings/Expenses During Constr. (Not Included)-$ Total Project Cost3,629,000,000$ Number of Years for Base Case12.5 yearsNumber of Years for Devil Canyon6.5 yearsMax Plant Capacity 1200By: HDR16 of 16Devil Canyon HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 Final Draft Appendix C: Detailed Schedules For the purposes of this submittal, the appendices have been attached as PDFs. IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10LOWER LOW WATANA DIVERSIONDAM AND TUNNELS11LOWER LOW WATANA SPILLWAYS12LOWER LOW WATANA MAIN DAM13LOWER LOW WATANAPOWERHOUSE ANDTRANSMISSION14LOWER LOW WATANA RESERVOIRFILLING15LOWER LOW WATANA OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGLOWER LOW WATANA DIVERSION DAM AND TUNNELSLOWER LOW WATANA SPILLWAYSLOWER LOW WATANA MAIN DAMLOWER LOW WATANA POWERHOUSE AND TRANSMISSIONLOWER LOW WATANA RESERVOIR FILLINGLOWER LOW WATANA OPERATION2007200820092010201120122013201420152016201720182019202020212022202320242025SUSITNA PROJECT: LOWER LOW WATANA DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10LOW WATANA NON-EXPANDABLEDIVERSION DAM AND TUNNELS11LOW WATANA NO- EXPANDABLESPILLWAYS12LOW WATANA NON-EXPANDABLEMAIN DAM13LOW WATANA NON-EXPANDABLEPOWERHOUSE ANDTRANSMISSION14LOW WATANA NON-EXPANDABLERESERVOIR FILLING15LOW WATANA NON-EXPANDABLEOPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGLOW WATANA NON-EXPANDABLE DIVERSION DAM AND TUNNELSLOW WATANA NO- EXPANDABLE SPILLWAYSLOW WATANA NON-EXPANDABLE MAIN DAMLOW WATANA NON-EXPANDABLE POWERHOUSE AND TRANSMISSIONLOW WATANA NON-EXPANDABLE RESERVOIR FILLINGLOW WATANA NON-EXPANDABLE OPERATION2007200820092010201120122013201420152016201720182019202020212022202320242025SUSITNA PROJECT: LOW WATANA NON-EXPANDABLE DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10LOW WATANA DIVERSION DAMAND TUNNELS11LOW WATANA SPILLWAYS12LOW WATANA MAIN DAM13LOW WATANA POWERHOUSE ANDTRANSMISSION14LOW WATANA RESERVOIR FILLING15LOW WATANA OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGLOW WATANA DIVERSION DAM AND TUNNELSLOW WATANA SPILLWAYSLOW WATANA MAIN DAMLOW WATANA POWERHOUSE AND TRANSMISSIONLOW WATANA RESERVOIR FILLINGLOW WATANA OPERATION2007200820092010201120122013201420152016201720182019202020212022202320242025SUSITNA PROJECT: LOW WATANA DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10WATANA DIVERSION DAM ANDTUNNELS11WATANA SPILLWAYS12WATANA MAIN DAM13WATANA POWERHOUSE ANDTRANSMISSION14WATANA RESERVOIR FILLING15WATANA OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGWATANA DIVERSION DAM AND TUNNELSWATANA SPILLWAYSWATANA MAIN DAMWATANA POWERHOUSE AND TRANSMISSIONWATANA RESERVOIR FILLINGWATANA OPERATION200720082009201020112012201320142015201620172018201920202021202220232024SUSITNA PROJECT: WATANA DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10WATANA DIVERSION DAM ANDTUNNELS11WATANA SPILLWAYS12WATANA MAIN DAM13WATANA POWERHOUSE ANDTRANSMISSION14WATANA RESERVOIR FILLING15WATANA OPERATION16DEVIL CANYON DIVERSION DAMAND TUNNELS17DEVIL CANYON SPILLWAY18DEVIL CANYON MAIN DAM19DEVIL CANYON POWERHOUSEAND TRANSMISSION20DEVIL CANYON RESERVOIRFILLING21DEVIL CANYON OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGWATANA DIVERSION DAM AND TUNNELSWATANA SPILLWAYSWATANA MAIN DAMWATANA POWERHOUSE AND TRANSMISSIONWATANA RESERVOIR FILLINGWATANA OPERATIONDEVIL CANYON DIVERSION DAM AND TUNNELSDEVIL CANYON SPILLWAYDEVIL CANYON MAIN DAMDEVIL CANYON POWERHOUSE AND TRANSMISSIONDEVIL CANYON RESERVOIR FILLINGDEVIL CANYON OPERATION200720082009201020112012201320142015201620172018201920202021202220232024202520262027202820292030SUSITNA PROJECT: WATANA AND DEVIL CANYON DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10DEVIL CANYON DIVERSION DAMAND TUNNELS11DEVIL CANYON SPILLWAY12DEVIL CANYON MAIN DAM13DEVIL CANYON POWERHOUSEAND TRANSMISSION14DEVIL CANYON RESERVOIRFILLING15DEVIL CANYON OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGDEVIL CANYON DIVERSION DAM AND TUNNELSDEVIL CANYON SPILLWAYDEVIL CANYON MAIN DAMDEVIL CANYON POWERHOUSE AND TRANSMISSIONDEVIL CANYON RESERVOIR FILLINGDEVIL CANYON OPERATION2007200820092010201120122013201420152016201720182019202020212022202320242025SUSITNA PROJECT: DEVIL CANYON DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB IDTask Name1PROJECT STUDY2OUTREACH TO STAKEHOLDERS3FERC PAD AND LICENSEAPPLICATION4FERC AIR, NEPA, AND EIS5FERC COMMISSION6LICENSE ISSUED7ENVIRONMENTAL STUDIES8PRELIMINARY AND FINAL DESIGN9ROADS AND STAGING10LOW WATANA DIVERSION DAM ANDTUNNELS11LOW WATANA SPILLWAYS12LOW WATANA MAIN DAM13LOW WATANA POWERHOUSE ANDTRANSMISSION14LOW WATANA RESERVOIR FILLING15LOW WATANA OPERATION16DEVIL CANYON DIVERSION DAMAND TUNNELS17DEVIL CANYON SPILLWAY18DEVIL CANYON MAIN DAM19DEVIL CANYON POWERHOUSE ANDTRANSMISSION20DEVIL CANYON RESERVOIR FILLING21DEVIL CANYON OPERATION22MOBILIZATION TO WATANA23DIVERSION AT WATANA24ENLARGE WATANA EMBANKMENT25ENLARGE WATANA SPILLWAY26ENLARGE POWER FACILITIES ATWATANA27WATANA RESERVOIR FILLING28FULL WATANA OPERATIONPROJECT STUDYOUTREACH TO STAKEHOLDERSFERC PAD AND LICENSE APPLICATIONFERC AIR, NEPA, AND EISFERC COMMISSIONLICENSE ISSUEDENVIRONMENTAL STUDIES PRELIMINARY AND FINAL DESIGNROADS AND STAGINGLOW WATANA DIVERSION DAM AND TUNNELSLOW WATANA SPILLWAYSLOW WATANA MAIN DAMLOW WATANA POWERHOUSE AND TRANSMISSIONLOW WATANA RESERVOIR FILLINGLOW WATANA OPERATIONDEVIL CANYON DIVERSION DAM AND TUNNELSDEVIL CANYON SPILLWAYDEVIL CANYON MAIN DAMDEVIL CANYON POWERHOUSE AND TRANSMISSIONDEVIL CANYON RESERVOIR FILLINGDEVIL CANYON OPERATIONMOBILIZATION TO WATANADIVERSION AT WATANAENLARGE WATANA EMBANKMENTENLARGE WATANA SPILLWAYENLARGE POWER FACILITIES AT WATANAWATANA RESERVOIR FILLINGFULL WATANA OPERATION200720082009201020112012201320142015201620172018201920202021202220232024202520262027202820292030203120322033SUSITNA PROJECT: STAGED WATANA AND DEVIL CANYON DEVELOPMENTHDR/AEA SUSITNA HYDROELECTRIC PROJECT11/18/09 Created NBA Checked PB HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report 11/23/2009 Final Draft Appendix D: Climate Change Analyses For the purposes of this submittal, the appendices have been attached as PDFs. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report Climate Change, Natural and Potentially Man-made, and the Susitna River Basin Concern over the impacts of climate change on Alaska have been voiced and evaluated since 2000 in a series of updated reports entitled: “Climate Change Impacts on the United States - The Potential Consequences of Climate Variability and Change Overview: Alaska”. These assessments have been updated in 2004 and 2007 by the National Assessment Synthesis Team, US Global Change Research Program. A summary of the concerns are listed below: Alaska has warmed substantially over the 20th century, particularly over the past few decades. Average warming since the 1950s has been 4F (2C). The largest warming, about 7F (4C), has occurred in the interior in winter. The growing season has lengthened by more than 14 days since the 1950s. Some records suggest that much of the recent warming occurred suddenly around 1977. Alaska has also grown wetter recently, with precipitation over most of the state increasing 30% between 1968 and 1990. The observed warming is part of a larger trend through most of the Arctic corroborated by many independent measurements of sea ice, glaciers, permafrost, vegetation, and snow cover. In contrast to other regions, the most severe environmental stresses in Alaska at present are climate-related. The figures below show the observed warming and the variation in precipitation that we reported in this series of reports. It is interesting to note that the temperature of Alaska has experienced warming trends from 1920-1940 and again from about 1975 to 2000. In between these two “warming periods”, cooler periods were noted from 1900-1920 and again from 1950-1974. Thus it is very important to note that cyclical changes in Alaskan temperature have been documented though the causes have not. The figure on the right shows that Alaskan precipitation experiences considerable year-to-year variability but has been relatively consistent on a decadal and cyclical basis. Figure 1: Observed temperature and predicpitaiton trends in Alaska from 1900-2000. Courtesy National Assessment Synthesis Team, US Global Change Research Program Global Circulation Models project that rapid Arctic warming will continue. For Alaska, the Hadley and Canadian models project 1.5-5F (1-3C) more warming by 2030, and 5-12F (3-6.5C) (Hadley) or 7-18F (4-10C) (Canadian) by 2100. The warming is projected to be strongest in the north and in winter. Both models also project continued precipitation increases in most of the state reaching 20-25% in the north and northwest, with areas of up to 10% decrease along the HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report south coast. Projections indicate that increased evaporation from warming will more than offset increased precipitation, however, making soils drier throughout most of the state. As a means of comparison, the Alaskan warming observed from 1950 to 2000 was from 29F to 37F or about 8F. This warming is comparable to the anticipated warming predicted by the Global Climate Models by ~2050 so in effect, Alaskans may already have seen a glimpse of the future. . Climate change describes the variation in Earth's global and regional atmosphere over time. These changes are likely caused by a combination of natural processes and possible man-made activities. The rise in the Earth's average surface temperature is known as global warming. Some scientists attribute the accelerating rate of global warming to manmade greenhouse gas emissions while others suggest that natural variability of the climate plays an equal role to man-made activities. Global warming, regardless of its cause, is currently impacting Alaska and will continue to impact it in a number of ways. These impacts include melting polar ice, the retreat of glaciers, increasing storm intensity, wildfires, coastal flooding, droughts, crop failures, loss of habitat and threatened plant and animal species. Globally, 2005 was the warmest year on record (using records dating back to 1880) with a sustained period of warming in the Arctic during 2000-2005. Evidence includes NASA satellite data that shows Arctic perennial sea ice decreasing by 9% per decade since 1979. Less ice means more open water-which means greater absorption of solar energy-which leads to increased warming in the ocean, and in turn accelerates more ice loss. Three major climate regimes contribute to the Alaska’s climate variability: the Arctic Oscillation (AO), the Pacific Decadal Oscillation (PDO) and the ENSO or El Nino/La Nina. In looking at the impacts of climate on the Susitna River hydro-power generation potential, an appreciation of these naturally occurring climate regimes is important. A brief discussion of each regime and its relationship to both the mean annual discharge and total runoff follows. The Arctic Oscillation The Arctic Oscillation refers to opposing atmospheric pressure patterns in northern middle and high latitudes. The oscillation exhibits a "negative phase" with relatively high pressure over the polar region and low pressure at mid-latitudes (about 45 degrees North), and a "positive phase" in which the pattern is reversed. In the positive phase, higher pressure at mid-latitudes drives ocean storms farther north, and changes in the circulation pattern bring wetter weather to Alaska, Scotland and Scandinavia, as well as drier conditions to the western United States and the Mediterranean. In the positive phase, frigid winter air does not extend as far into the middle of North America as it would during the negative phase of the oscillation. Weather patterns in the negative phase are in general "opposite" to those of the positive phase, as illustrated below. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report Effects of the Positive Phase | Effects of the Negative Phase of the Arctic Oscillation of the Arctic Oscillation (Figures courtesy of J. Wallace, University of Washington) Over most of the past century, the Arctic Oscillation alternated between its positive and negative phases. Starting in the 1970s, however, the oscillation has tended to stay in the positive phase, causing lower than normal arctic air pressure and higher than normal temperatures in much of the United States, including Alaska, and northern Eurasia. Please note that this positive phase AO is not caused by global warming but a function of the natural variability and cycles in the atmosphere. http://nsidc.org/arcticmet/quickfacts/climate_change_lesson.htmlChanges beginning in the 1970s and 1980s due to the persistent positive phase AO include: warmer winters and springs over North America, Alaska and Eurasia, partially compensated by cooling over the northern North Atlantic, warmer air over the central Arctic Ocean, warming in the Arctic Ocean at 200 to 900 meters depth, reductions in sea ice and snow extent, increases in terrestrial precipitation, warming permafrost in Alaska and Russia, and cooling permafrost in Canada, increased plant growth and northward migration of the tree line. Most of these trends derive from relatively short environmental records, and the magnitude of the high-latitude temperature increase is no larger than the inter-decadal temperature range for the last century. Since climate is naturally variable, the occurrence of an exceptionally warm period may not be abnormal because it may fall well within the expected range of temperature variability for a specific area. The Arctic Oscillation (AO), shown below, is an important Arctic climate index with positive and negative phases, which represents the state of atmospheric circulation over the Arctic. HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report Figure 2: Arctic Oscillation Phases 1950-2004 ( National Center for Environmental Prediction). The positive phase (red) brings lower-than-normal pressure over the polar region, steering ocean storms northward, bringing wetter weather and the warmer conditions to Alaska as discussed earlier. While the value of the AO index was strongly positive in the early 1990's compared to the previous forty years, the value of the AO has been low and variable for the last nine years. The year to year persistence of positive or negative values and the rapid transition from one to the other is often referred to as "regime-like". A detailed comparison of the AO phase and the Susitna River’s total annual runoff is shown in the figure below. It indicates that no correlation in either the positive or negative phases of the AO could be found. This result was surprising since the AO is considered by many climatologists to have the most profound impact on precipitation in Alaska. The chart below is presented to substantiate this result. The yellow box indicates a +/-10 percent of the average total runoff for the river. As is easy to see, the total runoff appears to be relatively “climate regime” free from AO influences. This result bodes well for the consistent ability of the river to provide needed flow to sustain hydro-power generation. Cool Phase Warm Phase HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report Figure 3 Comparison of the total annual runoff of the Susitna River and the Nov-Mar phase of the Pacific Decadal Oscillation Similar results were derived for both the ENSO (El Nino/La Nina) cycles and the Pacific Decadal Oscillation (PDO) shown in the two following figures. Again, these results were not expected as the PDO is known to have a marked impact on precipitation in mountain ranges along the Canadian and California coasts and in the Rocky Mountains from Montana to New Mexico. The PDO comparison shown in Figure 4 demonstrates a remarkably balanced distribution. The greatest runoff years are balanced between positive, neutral and negative phases. While it is not understood why this balanced distribution exists, it is significant because it supports consistent runoff for hydro-power generation and water supply. Note in Figure 5 that the PDO goes through warm and cold phases like the AO. ‐7 ‐6 ‐5 ‐4 ‐3 ‐2 ‐1 0 1 2 3 ‐2,000,000 4,000,000 6,000,000 8,000,000 10,000,000 AO AO HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report Figure 4 Comparison of the total runoff (acre ft) of the Susitna River and the Pacific Decadal Oscillation Figure 6 Warm and cool phases of the Pacific Decadal Oscillation 1950-2006 ‐3.00 ‐2.50 ‐2.00 ‐1.50 ‐1.00 ‐0.50 0.00 0.50 1.00 1.50 2.00 ‐2,000,000 4,000,000 6,000,000 8,000,000 10,000,000 Series1 HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report While this evaluation sounds redundant, the figure below shows the Multivariate ENSO Index or MEI plotted against the total annual runoff. Values of the MEI above 0.5 represent the presence of a El Nino while values less than -0.5 represent a La Nina is present. Once again a balanced distribution is present. Figure 8 shows the MEI plotted from 1950 to 2009. It shows a cool phase from 1950-1975 and a warm phase from 1976-2006 and possibly the start of another cool phase in 2007. Figure 7 Comparison of the total runoff (acre ft) of the Susitna River and the Multi-Variate ENSO Index (MEI) Figure 8 The Multi-Variate ENSO Index (MEI) plotted from 1950-2009 and multi-decadal phases. ‐2.00 ‐1.50 ‐1.00 ‐0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 ‐2,000,000 4,000,000 6,000,000 8,000,000 10,000,000 Series1 Cool Phase Warm Phase HDR Alaska Susitna Hydroelectric Project Conceptual Alternatives Design Report While it is beyond the goals of this evaluation to attribute cause, it is interesting to note that the PDO and MEI experienced cool phases in sync from 1950-1975 and changed to warm phases from 1975-1978. The AO experienced a cool phase until about 1982 and then entered into a warm phase that continues into 2009. The lag between the AO and the PDO and MEI suggests either gradual influence exists or that a totally different phasing is being experienced. It is interesting to note that the AO, PDO and MEI were all in their warm phase from 1985 until 2005 when the greatest atmospheric and global warming were recorded. It is during this period that Alaska experienced its greatest surface warming which is consistent with the atmospheric warming noted during extended El Nino periods. Perhaps the syncronicity of these cliamte regimes contributed to the observed warmer Alaskan climate. The key point is that the total runoff of the Susitna River basin shows remarkable balance during very disparate climate regimes. The analyses support the consistent supply of water from the basin precipitation to support hydro-power generation regrardless of the climate fluctuations. While global climate models suggests additional warming may impact the Arctic and Alaska, it seems very unlikely that these impacts will cause an unbalance in the runoff production of the basin.