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HomeMy WebLinkAboutAPA1457!.: ~ ··"""'. ;. ; '' ·;' .: . '>t ·•· ,·· . ' ' . ·I· 1 . ~ .! -:; r . ~~: ' . ' '!. . :; '(i ,. -·~. ; ' ';J.f ' . 11 ~ i I;;_:·_· '; ~ . "\1·.; ·. ~ ·'. ~ . . ·r· j : ' ' " ~,.~ . ' ' :(· .. ' ··' . : ll I ' ' '(.~ ' . ~ ~ ;(' I . :J.. . .. ~~-~-" ' J. I • 1. . ;L . ' ' t~· r -~ . . .. , . ' -.. ~ . . ,. ·' SUSITNA · HYDROELECTRIC PROJECT ' . FEDERAL ENERGY AEGULATOFIY COMMISSION PROJECT No. l ~ 14 WATANA DAM AND RESERVOIR FEASIBILITY LEVEL PROJECT COST ESTIMATE [}{]~OO?Z~r=[§fiD~@©@ SUSITNA JOINT VENTURE DRAFT REPORT APRIL 1984 DOCUMENT No. 1457 .._____~ALASKA POWER AUTHORITY _ __,.~ J! I ~ I ~ ~ ~ ~ I I I I • I I I I I I I I I I I I I. n:n·:s••snrmz: SOS:IftA IIYDROBT,JPCikl:C PllOJBC:r Document tlo. 1457 Susitna File No. 2.4.2 PBASl'..B:U.:Ift LBVBL PROJECT COST BSTDIATB Report by Barza-Ebasco Susitna Joint Venture Prepared for Alaska Power Authority Draft Report April 1984 I' I I I I • • SUSITNA HYDROELECTRIC PROJECT FEASIBILITY LEVEL PROJECT COST ESTIMATE WATANA DAM AND RESERVOIR ]ntroduction and Scope The Lic1anse .:.\~plication for the Susitna Project was submitted to the FER.C on February 28, ~.983 and was .accepted with subsequent revisions on July 29, 1983 • I The project design and arrangement which served as a basis for the applica- tion was developed from the Project Feasibility Report prepared by Acres American in 1982. During the time the License Application was being revised after its initial submittal, a Watana geotechnical exploration program was undertaken. This program provided a better assessment of the dam foundation than had pre- viously been available. As a result, sttAdies were made to reassess the original dam design and to develop a refined design which would more realis- tically reflecf; the existing foundation conditions. At the same time, stud- ies of refinements to the project arrangement were initiated to assist in reducing the project cost as much as possible within the same parameters of performance and safety as were used in the License Application. The cost estimate and the related revised Exhibit F drawings, dated April 1984, are based upon the design concept refinements which were selected for adoption from the various refinement studies undertaken along with this cost reduction effort. 30102 1 I, I I I I I • I I I ~ •. I I I I I I I I ll The following conceptual design refinements are included in this feasibility level cost e~timate for Watana Dam: 1. Reduced bedrock and alluvium excavation and foundation treatment for dam embankment foundation. '~ 2.. Revised conliguration and composition of dam and cofferdam internal zoning. \ 3. Revised diversion tunnels. 4. Relocation and reorientation of transformer gallery, powerhouse and surge t~hamber caverns. 5. Revised power conduits and power intak~. 6. Elimination of fuse-plug spillway and increased size of main spillway to pass the PMF specified in the FERC license application. 7. Revised layout of power intake and spillway approach channels. 8. Reduction of construction facilities in accordance with above reduc- tions in construction work. 9. ~peed of units increased from 225 to 257.1 rpm. 10. Use of SF.6 gas insulated switchgear instead of open-air switchyard. 11. Use of open-cut trench instead of tunnel for drainage of spillway chute. 12. Revised Relict Channel treatment. 30102 2 I· I I I I I I I I I I I I I I I E I I Basis of Estimate The Feasibility Level Estimate dated April 1984 was started in January 1984 as a supporting activity to the "Need for Power" hearings. As such, it was to be basically an independent and defensible estimate. New unit prices for construction vork were developed. During the course of the work some of the refinements in the above-mentioned earlier reports were modified or eliminated. More accurate quantities were I calculated, stability analysis of certain structures were completed and Exhibit F drawings were either revised or redrawn. Description of Refinements The following describes the Watana Dam design refinements included ir the estimate: 1. The main dam foundation treatment, as refined, would reduce rock exca- vation beneath the core and shells and ·limit excavation of the river valley alluvium to the central 80% of the dam foundation. 30102 I Evaluation of the "1983 Winter Exploration Program" indicated the pos- sibility of leaving the river bed alluvium as a found.'ition for the dam embankment shells. However, the ability of the foundation overburden to sustain the effects of seismic shaking caused by ·the design earth- quake has not been clearly established. Therefore, it is presently planned to fouad the embankment on bedrock except for the areas in proximity to the upstream and downstream toes of the embankment. The explorations indicate the bedrock is of a better quality than originally antic;.pated. Therefore, only limited excavation of bedrock beneath the embca~kment is foreseen, in the river channel. Fresh hard diorite Ln most i&stances exists from the bedroe:k surface.· Removal or 3 I I I •• I I • I I I I I I I I I 2. 30102 foundation treatment (dental excavation of concrete backfill) will be performed in local areas beneath the shells where erodible or otherwise unsatisfactory foundation bedrock is encountered. The quantity of rock to be removed under the embankment will be reduced. The License Appli- cation coat estiamtes assumed a trench beneath the impervious core and filters averaging 40 feet deep aed an average excavated depth under the shells of 10 feet. The design refinement provides a core trench 10 feet deep in the river section and 20 feet deep on the abutments. Excavation, under the shells on the abutments averages one foot. A \ reducti~n in the grout curtain was also included• . 'lbe Watana License Application design for the dam cross section has been essentially retained as it is con~idered to be satisfactory and will produce a stable structure. To increase safety against seismic shaking, which is at a maximum near the embankment crest, the steepen- ing of the exterior slopes in this vicinity has been eliminated. This results in the same exterior slope from crest to toe both upstream and downstream. The embankment internal zoning design has also been modified to incor- ' porate materials from· the required excavations along with by-produ~t materials from the processing operations. The refined layout includes the use of rock and processed granular materials in the shells outside the LDpervious core. This section increases the utilization of avail- able materials and will reduce required borrow as well as reduce spoil requil:ements. The cofferdam sections were revised to a more conservative design and a positive slurry .trench cutoff to bedrock would be provided. The free- board of the cofferdams was increased to provide additional safety against ice pile up or higher water levels caused by ice jams. 4 I I I I I I I I I I I I I I I I \ ' I I I.· j t j I ' 3. Tbe two diversion tunnels as shown in the FERC License Application were 38 foot diameter concrete lined. The discharge capacity is 80,500 cfs. O~e tunnel has an intake portal invert below the river bed le'\"el, while the other is 70 feet higher. With the deep alluvium in the river bed upstream, the low tunnel could result in sediment deposition during flood recession. This tunnel could be partially filled with gravels thereby reducing its hydraulic capacity for the next flood season. Therefore, the refinement consists 'of raising the i~t~ke portal invert of the lower tunnel to El. 1445. The refinements also consist of adjusting the location and orientation . . of the tunnels based on more recent geological information and lowering the upper tunnel for greater hydraulic efficiency and thus decreasing the di.-eters of both tunnels to 36 fet:t. The cofferdam locations would simultsneously be adjusted to utilize the reduced excavation of alluvium in the dam foundation. The length of the upstream cofferdam would be reduced by relocating it further down- stream. A comparison of the refined. layout with the License Application follows: FERC Refined Layout Layout Tunnel 1 U/S Invert El. 1490 El. 1468 Tunnel 1 D/S Invert El. 1450 El. 1455 Tu.nnel 2 U/S Invert Elo 1420 El. 1445 Tunnel 2 D/S Invert El. 1405 El. 1430 U/S Ice-Free Water Level Elevation El. 1535 El. 1532 U/S Cofferdam Crest Elevation El. 1545 El. 1550 ~J0102 5 I I I I I 1: I I I I •• I I I I I . ' " I I I I t I 4. s. U/S Cofferdam Freeboard ·(ft.) 9 8 D/S Ic~-Free Water Level El. 1468 El. 1468 D/S Cofferdam Crest El. 1472 El. 1495 D/S Cofferdam Freeboard (ft.) 4 27 A review of the site geology, as p17esented in prior geotechnical re- ports (1980-81 and 1982), indicatei1 a major set of fractures which trended N 50 °W and a second minor. set perpendicular to these. The caverns for the powerhouse, transformer gallery, and surge chamber, as ' shQwn in the feasibility report, trend in a direction approximately N 20°W; straddling between the major joint system and a subjoint system. Excavation of the longitudinal walls would be improved if the major joint planes intersect the walls as near to the perpendicular as possi- bleo Consequently, the caverns were rotated accordingly, dictating some changes in the water conduit and access tunnel geometry o This . change will result in less overbreak of rock in the cavern faces, les- sen construction problems and contribute ro greater safety during con- stuction. ' The power conduits include a) the po-wer tunnels extending from the power intake to the powerhouse and b) the tailrace tunnels. The License Application shows the power intake located approximately 1,000 feet upstr.eam from the dam axis. The power conduits consist of six individiual penstock tunnels and shafts with a developed length of about 1,500 feet each, and two tailrace tunnels approximately 2,000 feet long. The downstream. 300 feet of one of the tailrace tunnels utilized the downstream portion of one of the diversion tunnels. To reduce the power conduit length in the design refinement, the intake structure was shifted to a location between the spillway and the river 30102 6 1: I I I I I I ,, ,. .L. ' J I I I· . I I I I I I I channel, near to the dam axis. The. number of penstock tunnels was ~educed froJn six to three, each of which bifurcates into smaller pen- stock tunnels, approximately 200 feet upstream from the powerhouse. ·Guard val'11es will be provi4ed for each turbine. The net head on the generating units will be greater, and the shorter, more efficient power conduits will provide better unit operation. Overall, the three power tunnel scheme is more cost effective .t:han the six penstock tunnel scheme. \ Vertical shafts are also recommended instead of ·sloping shafts because the excavation and concreting of a vertical shaft requires less time, pe:tsonnel, and equipment; and given the geologic conditions, should result in less overbreak. 6. The License Application shows provisions for two spillways - a service spillway and a fuse-plug type emergency spillway sized for peak dis- charges of 152,000 cfs and 120;000 cfs, respectively. In this concept, the main spillway, the middle level outlet works, and a minimum of two generating untis would discharse flows up to the 10 ,.000-year flood. For larger floods, the reservoir would be surcharged and releases would be made through the main spillway and middle level outlet works until the reservoir reaches El. 2200. At this time, the fuse plug would I 30102 begin to . be breached and after a period of time, become fully eroded and the spillway would reach its design capacity. This spillway con- cept would allow passing of the Probable Maximum Flood (PMF) without overtopping the dam. During the PMF, the maximum reservoir elevation would be at El. 2201. Review an.d analyses of alternative spillway layouts i~dicated that the combination of gated and fuse-plug spillways was more costly than a single spillway of the same capacity. Thus, a single spillway is 7 I I I I I I I I I ~. I I I I I I 'I I 7. 8. 9. 30102 recollllllende9 with the capacity to pass the PMF while maintaining the same reservoir surcharge criterion. The lower constuction quantitites and costs for the Watana Development .en·tail reduced labor requirements, thereby reducing the size of the construction camp and catering services. The proposed refinement is an increase in the synchronous speed of the generating set .from 225 to· 257.1 rpm. \ The setting of the turbine distributor below tailwater needs to be greater for higher speed turbines. The depth shown in the FERC License Application is, however, more than adequate for the 225 rpm turbine and is adequate for the 257.1 rpm turbine. The increased speed will reduce the size and the cost of the turbine and generator set. Revisions of the high voltage conductors from the main power transfor- mers and elimination of the switchyard by use of SF6 gas insulated switchgear are proposed.. These revisions include use of a single 9 '-0 11 diameter vertical SF6 bus shaft instead of two vertical 7'-6" diameter cable shafts from the transformer gallery to the surface. All switching equipment wi 11 be underground thus simplifying mainten- ance. This refinement will achieve improved operating and maintenance conditions by elimination of the potential for icing of equipment in an open-air switchyard. Substitution of SF6 buses for oil-filled cables will improve safety by removal of fire hazard.s from the cable shaft areae Elimination of the swit~hyard will also reduce environmental impact and improve aesthetics by the construction of fewer and smaller surface structures. 8 •• I I I I I I I I I I I •• I I I I I I 10. Subdrainage of the spillway chute as shown on the License Application consists of a drainage tunnel excavated 30 feet below the. chute slab under the longitudinal centerline of the chute. Angled drainage holes would lead from box drains under the chute slab to the drainage tunnel. The design refinement consists of substituting for the drainage tunnel a gallery excavated in an open cut trench also along the longitudinal centerline of the chute. Box drains would then lead to this gallery. This refinement simplifies the construction procedure from that of a tunnelling operation to open cut excavation. ' 11. Treatment of the relict channel in the FERC License Application, based on foundation data then available, included an estimated cost of $110 million for that work. The 1983 winter drilling program and subsequent geotechnical · investigations indicate that other methods of treatment under what FERC deems a "worst case" scenario will provide ade.quate safety at a much lower cost.. This treatment concept was stJbmitted to FERC as part of a supplemental response. It consists of a postive seepage cut-off similar to an I.c.o.s. wall in combination with a down- stream drainage gallery. Future investigations and studies may indi- cate that a less conservative and less costly treatment will be feasible. 30102 9 I . I ' .. L )·!·.· . '; I I I . I .. I I . ' .. I 11 I} II IJ ~n _D .I .··: D WATANA -FERC APPLICATION \ . FEASIBILITY LEVEL ESTIMATE PRICE REPORT SUMMARY -------.---------------------------------------------- -ACCOUNT 330 LAND & LAND RIGHTS -ACCOUNT 331 POWERHOUSE • I -ACCOUNT 332.1 RESERVOIR,DAMS & WATERWAYS -ACCOUNT 332.2 DIVERSION TUNNELS -ACCOUNT 332.22 U/S COFFERDAM -ACCOUNT 332.23 D/S COFFERDAM -ACCOUNT 332.3 MAIN DAM -ACCOUNT 332.4 RELI<!T CHANNEL -ACCOUNT 332.51 OUT~ET FACILITIES -ACCOUNT 332.52 MAl'N SPILLWAY = ACCOUNT 332.6 POWER&OUTLET INTAKE AND APPR. • ACCOUNT 332.8 PENSTOCKS & SURGE CHAMBER -ACCOUNT 332.9 TAILRACE -ACCOUNT 333 WATERWHEELS,TURBINE & GENERATORS -ACCOUNT 334 ACCESSORY ELECTRICAL -ACCOUNT 335 MISC POWER PLANT EQUIPMENT -ACCOUNT 336 ROADS,RAIL FACILITIES & AIRSTRIP -ACCOUNTS 350-359 TRANSMISSION LINES -ACCOUNT 399 GENERAL PLAt~T -ACCOUNT (63) CONSTRUCTION CAMP & FACILITIES -ACCOUNT (68) MITIGATION FILE i 1563-10.3 (L LEVY,RAM D,OEB) MARCH 26,1984 51,000,000 69,458,842 48,060,187 97,348,501 18,350,520 2,689,410 800,962,218 58,613,000 39,151,349 120,041,986 96,979,367 54,499,980 14,129,012 70,800,000 21,200,000 13,800,000 213,865,000 ·468,800,0(10 5,092,000 301,824,033 29,200,000 --~-~----~~-------~-------------------------~-----------------GRAND TOTAL -2,595,865,405 =================·============================================ NOTE: ALL UNIT PRICES HAVE BEEN ESTABLISHED TO THE NEAREST CENT TO RECONCILE WITHIN 0.0011% OF THE TOTAL PRICE AND THE TOTAL AMOUNT DEVELOPED ON THE MARKUP DERIVATION. I i •. 1 ..... ·1:. . ·-r~•'< I . I ' ,,.,.,. I I •• :ll .II IJ '1 IJ II II II It .If 1) 2). 3) 4) 5) SUSI'XNA/WATANA · CIVIL WORK COST ESTIMATE --- General: Basic Estimating Criteria for Civil Works: a) Type of Estimate b). Price Level c) ,Quantities d) Wor!ting Season e) Construction Contract Breakdown f) Labor g) Equipment .h) Materials, Supplies and Small Tools i) Indirect Costs Personnel Travel Allowance Vehicles (i) (ii) (iii) (iv) (v) (vi) (vii) (viii) (ix) Misc. & Maint. Expense General Plant & Services Bonds, Insurance & Taxes Financing Mobilization Contractor's Profit & Home Office Support Material Sources a) Sand & Gravel Fills h) Rockfill c) Impervious Fill d) Concrete Aggregates Construction Schedule Considerations Construction Plant a) b) c) d) e) Quarry Alluvium Impervious Corlcrete Underground Excavation -1- )·.·· I .. _ .. , I :J •• I :; 1·.; •.. ,. i . I I ·-·1 ; ~ 11 IJ II II .• J ·-- ti -.. •IJ l) WATANA PROJECT COST ESTIMATE General. Th_e construction cost of the Susitna Project- Watana Development was estimated in detail (with the exceptions noted below) based on the revised conceptual design reflecte~ in the following reports: "Review and Update of Conceptual Design" (Category 1 ~hanges -Nov. 1983 "Prdposed Category 2 Conceptual Design Refin~ments" (Draft-Jan. 1984) , These were prepared for the Alaska Power Authority by the Harza-Ebasco Susitna Joint Venture, and include a 6 unit underground powerhouse, normal tnaximum reservoir at El • 2185 and spillway and appurtenances. After a review of the backup calculations, estimating procedures and basic criteria used in the Feasibility ·Estimate by Acres American Inc., it was concluded that, in order to reduce the total effort, it should not be necessary to reanalyze in detail the following work items: -Land and Land Rights -Road, Rail facilities and Airstrip Clearing and Grubbing, Dewatering, Drilling & Grouting & Slurry Walls. -Misc. Metals, Architectural, Gates and Hoists Mitig~tion The costs for the relict channel were developed hy the Harza/Ebasco office in Anchorage and have been used in this estimate. -2- I, . •• 2) I •• I I I I ' .. I <·' .·.,.···1 ! ' I. ·, II ll 11 II : _m ·n ., .. o· t ' • i . ' .. Basic Estima.ting Criteria for Civil Works. The construetton costs for the Susitna=watana Development Civil Works we.re estimated based on the following criteria: (a) !ype of Estimate -The estimate will be used at the fea!iibility level for FERC license application. (b) Price Level -All costs were estimated at J'~!t. 1982 price levels~ (c) (d) (e) Quantities -All quantities reflect the configtu:ati,-,n outl1ned 1n the November 1983 report "Review and Updat.e of Conceptual Design" prepared for the Alaska Pow,:~r Authority by Harza-Ebasco. The quantity take-offs were prepared in the Anchorage Harza-Ebasco office. Working Season -It was assu\med that earthmoving and outside concrete activities will be performed on a 7 month season basis. Underground work will be performed on a year around schedule. · Construction Contract Breakdown -The cost estimate was calculated on the basis of awarding the work in 15 separate contracts: c-1 C-2 C-3 C-4 c-s C-6 c-7 C-8 C··9 C-10 c-11 c-12 C-13 c-14 C-15 Diversion Tunnel & Facilities Main Dam: Abut •. Exc., Drainage & Grouting Malin Dam River Bottom Exc. and Treatment. Entbank to El. 1460 Power Intake Excav. , Cofferdarils Spillway Excava'tic•n, Found. Treatment and Drain Gal.leries Outlet Facilities. Tunnel Exc. & Concrete Power Intake Concrete Power Facilities. Excav. & Concrete Main Dam Embank. & Relict Channel Aggregate and Concrete Supply Spillway Concrete Gates and Hoists Roads, Air & Rail Facilities Clearing and Grubbing Camp Const~uetion, Maintenance & Catering Mechanical & Electrical Transmission Lines ,-3-- I I I I I I m .• l I m ·~ . ~~If :If 11 I 11 I I ·n II! 11: It Labor -The rates represent January 1982 dollars and are based on two 10 Hr. shifts, 6 days per/week operation. The rates include the following allowances to . the bc.~·e: Overtime Two Shifts Burden: Workman's Comp. State Unemployment Federal • Liability Insurance Social Sec. Insura. Holiday Pay Travel Allowance 9.60% 4.45% 0.70 2.00 6.70 1.60 1.60 26.65 say 17.0% 3.0% 27.0% The overtime and shift allowance of 20% is a percenta~,e mark-up to the base rate, that sum is adjusted by the Labor Burden of 27.0% to which the fringe benefits are added resulting in an average hourly rate: Base Rate X 1.20 X 1.27 + Fringes = Adjusted Rate g) ~guiement -The equipment hourly rates used in the cost estimate are based o·n the "Cost Reference Guide ror Construction Equipment" for Jan 1982 adjusted as follows: Depreciation X 1.10 Maint. Labor X 2.50 Parts X 1.25 G.E.C. X 1.25 Fuel X 1.27 Lube X 1.27 Electr. X i.OO Materials, Supplies and Small Tools -The cost of the materials and supplies was based at Jan 1982 levels and represent prices delivered to the jobsite warehouses~ The cost of material control and warehousing is in the indirect cost. The cost of handling and installing is in the direct cost. The cost of small tools was assumed at 5-10% of labor costs and it is included in the direct cost. -4- I I I I I I II II II 11 II IJ .~. II II -II ll i) Indirect Costs These costs include the following: i) Personnel:" Under this heading all administrative and unassigned personnel is included, such as: Project Managers, General Superintendents, Shift Superintendents, Master Mechanics~ Engineer~, Engineering, Office, Warehousing and Equipment Crews. ii) Trzr.;;Tel Allowances: Include mobilization of contractor's staff personnel, vacation travel, allowances for turn-over travel cpstso iii) Vehicles -Include vehicles assigned to administrative personnel, .and other equipment not accounted in the direct costs such as ambulances, airplanes, flat-bed trucks, buses6 service trucks, fork-lifts etc. iv) Mise~ ~ Maintenance Expense: Include such expenses as the cost of office, photo, reproduction supplies, outside engineering~ legal, auditing consultants, communication, utilities, testing and coJTtputer services, building maintenance, warehousing and air purchasing. v) General Plant and Services: Includes cost of construction plant such as: offices, warehouses, shops, installation of light and power, telephone, radio, and utility systems. It also includes general services such as: ambulance, ·air transport, explosive storage and distribution, construction lighting, snow removal and fuel storage and dispatching 1 truck steam house etc. vi) Bonds, Insurances & Taxes: The cost estimate does not include the cost of bonds, insurances and taxeso vii) Financing: The cost of contractor's financing was estfmated as follows: -Cash Penetration -30 days at 15% per year, for 85% of monthly certification -Holdback -financing retention of 10% up to 50% of work coJTtpleted plus 1 year mainfenance, at interest rate of 15% per year. •• I I I I I I 3) I I 11 ll II ll II I ll 4) II 11 ll vii!) !!2E_!. Demob -The cost of mobilizing all construction equipment is included in the indirect costs. The cost of mobilizing all construction plants such as material processing, clay drying, concrete batch and mix is included in the direct cost items. The cost of demobilizing is assumed to "wipe-out" salvage vilue. :ix) Contractor's Profit !. Home Office eupport -The civil work contra~ctor • s profit and home office supper~ was esti~aten at 10% of the civil work contr.act amount. Home off ice support wi 11 include administrative personnel recruiting,·and down- states expediting and marshalling expenses. Material Sources -The cost estimate was prepared based on obtaining the materials for embankments and concrete as follows: a) Sand & Gravel Fills: . c) -Alluvium Deposits Borrow Area E located + 2 miles D/S on left bank --Required Excavations -Ouarry on RT. Abutment Extension of Spillway -Required Excavations: 0 Directly 0 Rehandled from Stockpile Jmpervious Fill: -Deposit Borrow, "D" located + 2 miles. U/S, RT Bank d) Concrete Aggregates: -Alluvium Deposits Rorrow "E" 29,426.800 BCY 4,244,200 33,671,000 BCY 14,618,900 RCY 3,090,600 1,816,500 19,52f;e000 RCY 9,540,000 BCY 651,000 BCY Construction Schedule Considerations: The construction costs were based on the constructic,n schedule of Feb. 3, 1984 prepared by Harza-Ebasco in Anchorage, Alaska. -6- 1: •••• ·I: •• .. . .. . ·I: • I ' J! I . . I' ' ' . lr I ll ' i " 1\ r t ~~ ' i l ,. 1.; ll I; ; \ r-"'' I· .. --i II ' I 1.-.-.~ . - ~ ' ,! ,;..:; .• ·.t.·: I i ~ • 'l PRICE REPORT ;_-. 1: I I I ••• . I I I I .~1 ••• •• I .. I ,, I I I ·I WATANA -FERC APPI,ICATION FEASIBILITY LEVEL ESTIMATE PRICE REPORT SUMMARY =======~================ -ACCOUNT 330 LAND & LAND RIGHTS -ACCOUNT 331 POWERHOUSE -ACCOUNT 332.1 RESERVOIR,DAMS & WATERWAYS -ACCOUNT 332.2 DIVERSION TUNNELS -ACCOUNT 332a22 U/S COFFERDAM -ACCOUNT 332.23 D/S COFFERDAM -ACCOUNT 332.3 MAIN DAM -ACCOUNT 332.4 RELICT CH~NNEL -ACCOUNT 332.51 OUTLET FACILITIES -ACCOUNT 332.52 MAIN SPILLWAY -ACCOUNT 332.6 POWER&OUTLET INTAKE AND APPR. -ACCOUNT 332.8 PENSTOCKS & SURGE CHAMBER -ACCOUNT 332.9 TAILRACE -ACCOUNT 333 WATERWHEELS,TURBINE & GENERATORS -ACCOUNT 334 ACCESSORY ELECTRICAL -ACCOUNT 335 MISC POWER PLANT EQUIPMENT -ACCOUNT 336 ROADS,RAIL FACILITIES & AIRSTRIP -ACCOUNTS 350-359 TRANSMISSION LINES -ACCOUNT 399 GENERAL PLANT -ACCOUNT {63) CONSTRUCTION CAMP & FACILITIES -ACCOUNT (68) MITIGATION FILE t 1563-103 (L LEVY,RAM D,OEB) MARCH 26,1984 51,000,000 69,458,842 48,060,187 97,348,501 18,350,520 2,689,410 800,962,218 58,613,000 39,151,349 120,041,986 96,979,367 54,499,980 14,129,012 70,800,000 21,200,000 13,800,000 213,865,000 ·468,800,000 5,092,000 301,824,033 29,200,000 ~~----------------~~-------------~--------~------~~-------~---GRAND TOTAL -2,595,865,405 ==============·================================================ NOTE: ALL UNIT PRICES HAVE BEEN ESTABLISHED TO THE NEAREST CENT TO RECONCILE WITHIN 0.0011% OF THE TOTAL PRICE AND THE TOTAL AMOUNT DEVELOPED ON THE MARKUP DERIVATION. ;. .. -\ - DATE MARCH 30,1984 FILE NO 1563-103 ~ ~ .. PROJECT IJATANA -FERC APPLICATION I ITEM DESCRIPTION QUANiiTY·UNlT ---- HARZA EHGIHEERING COMPAHY FEASIBILITY ESTII1flTE CL LEVY/RAN D/OEB) UNIT PRICE TOTAL PRICE ----~-----~-~------~-----·--~-~--~~-----~--~-----~~~~~-~-~~----- A SCHEME 21858 (FILL TYPE DAM) 330 LAND & LAND RIGHTS 1 LS 51000000~00 51,000,000 . --------------------------------------------------------------- SUBTOTAL,PAGE 1 SUBTOTAL -ACCOUNT 330 LAND & LAND RIGHTS SL.B0a,.0aa Si,.aaa,.aaa --ISJI, ---..... _ .. i ';t&ii 'Ill DATE MORCH 3fl,.t904 FIL~ NO IS63-10J .iiiiiiiil ··~ ... PROJECT WATAHA -FERC APPLICATION iTEM DESCRIPTION QUANTITY UtUT -.. .. ·- HOR?A EHGIHEERIHG.COHPAHY FEASIUILITY ESTII1ATE <L LEVY/RAM D/OEB) UHIT PRICE TOTAL PRICE ~-----~-----------~--------~~--~-----~~--~------------------~-- 331.1 UHDERGROUHD POIJERI~OUSe • 11. POWERHOUSE & TAILRACE . • 111 EXCAVATIOH -ROCK 168000 .cv 79.42 13,342,560 .113 DRILL a. GROUT U/S OF Ptl 44730 LF 29.59 1,323,.561 .114 r:utiCI~ETE 113!.i0EJ CY JUi'.7U I G,. fl(;i',. 1 ~!!'~ .Jii' flf~O I H f IDLES 44430 LF 23.36 1,.EJ37,005 .119 METALWORK 1 LS 2831425.00 2,831,.425 .119 ARCHITECTURflL 1 'LS lt4G9as.ea 11'146,.905 ~ IIC HECI·Inl-l I COL 1 LS 1763415. e.m L. 763,.415 .12 ACCS. TUHLS&PORTALS .120 35"X20" EXC 2970 LF 3140.95 9,.320,.621 ~--~----~~~---~-~-~~~~~~~-~~---~----~----~-~-----~---~--~---~--~ SUBTOTAL,PAGE 2 47, 641, 4~7 ..... ,. -"l .. -.a· -.. .. -.. .. .. . ' . ...... ' '. -... '1m ·• .. Iiiii --. .. .. .. DATE HORCH 30,1994 FlLE HO 1563-103 PROJECT lJATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UtHr HARZA EHGIHEERIHG COMPAHY FEASIDILITY ESTIMA1E CL LEVY/RAM D/OEB) UHIT PRICE TOTAL PRICE ---~----~~----------~---~-~-~--~-~--~~~~~-~------~-~~----~----- • 121 21 "H X 2ti" IJ.l-1. S SURGE Cit. OCCESS I 90 LF .123 DRAINAGE GALLERY 10"X10" EXC 578 LF .12A ACCESS PORTAL & ROAD COM EXC 94420 CV .128 ACCESS PORTAL & ROAD ROCK EXC 71790 CY .l2C VENTILATION GALLERY 14" H X 12" W H.S. 560·LF .124 PORTALS COHCRETE 600 CV .125 TUNHEL SLAB CONCRETE 1690 CY .126 PEHSTOCK ACCESS PLUG CONCRETE .129 MAIN PORTAL DOORS 7275 CY 2 SETS 2005.56 519,.401 1100.96 627,.550 5.67 535,.361 21.80 1,.565,.022 1323 .. 65 741,.244 426.68 256,.008 317.68 536,879 197.77 L,438,.777 97969.00 195,.938 ~--~-------~~-~-~-~--------~---------~----~-------------------- SUBTOTAL~P~GE 3 6,.4161'180 . .. ~ .. ...... I -·: -: -. liiil') • .. . 111M - DATE MARCH 30,1994 FILE NO 1563·103 . -IMJJ PROJEC1 ltlfiT~NA -FERC APPLICATION ITEM DESCRIPTION QUAHTITY·UHIT . .. .. --.. HARZ A ENG I NEER I HG COI1PAHY FEASIBILITY EST'!MATE (L LEVY/RAM D/OEB> UHIT PRICE TOTAL PRICE ~-~~~--~---~~-----~--~---~~~-~~-~~~-~-~~----~~-~---~~---------- ~!3 ACCESS SHAFT .131 ROCK EXC 23' DIA .134. CONCRETE LINING 28' ID .t3B MISC. METALWORK .13C ELEVATORS . I .. ; t= IRE Pf~OTIZCTIOH HEADTAiiK .15 BUS TUNNELS • 151 EXC HORIZONTAL 22X22 .152 EXC IHCLIHED 16Xl6 .154 BUS TUNNEL SLAB CONC .16 TRANSFORI1ER GALLERY .161 EXCAVATION 740 LF 3673.53 2, 7' .lB .. 409 740 LF 2324.95 !,720,467 se TOHS 3893. 10 . 1914,655 I LS 927960.£10 927,960 I LS 478908.50 470 .. 909 156 LF 2874.66 448,447 202 LF 2385.69 672 .. 765 350 CY 317.60 111" 188 26208 CY 85.,21 2,232,502 -~--~------~--~-------~--------~---------------J--------~------- SUDTOTflL,.PnGE II 9,497,381 -.. -----;r---au a-rr· ' l --- DATE MARCH 30,.1984 FILE HO 1563-103 iiJLII •• PROJECT WATAHA -FERO APPLICATION ITEM DESCRIPTION QUANTITY UHIT . --.. .. HARZA EHGINEERIHG COMPANY FEASIBILITY ESTIMATE <L LEVY/RAM D/OEB> UHIT PRICE TOTAL PRICE ~-----~----~------.~--------~~----~-~------~-------~----~------~ .164 ' CONCRETE SLAB 2180 cv 317.68 692,.542 .167 DRAIN HOLES 8300 LF 23.36 193,.888 .17 BUS SHAFTS .171 EXCAVATION 10.5 DIA 560 LF 1971.47 1,.104,.020 .. 174 COHo LINING 9.0 DiA 560'LF 1255. 13 702,.876 .178 MISC. METALWORK 9·TONS 3893.10 35,.038 .179 ftELOSURES CORCH.) I LS 44G!.t2.7fJ 44,.693 .170 MANHOIST 1 EA 204731.50 204,.732 .18 CARE OF WATER 1-LS '520300.08 520,.300 . -.19 IHSTRUMENTATIOH 1 LS . 668055.00 668,.055 •o .•.. f1JSC. DUILDHIGG 6. sn~UCTUI~ES I LS 1737720.00 1,.737,.720 --------~---------------------~------~-~---------~------------- SUBTOTAL,. PAGE c; 5,.903,.864 ... SUBTOTAL -ACCOUNT 331 POWERHOUSE 69,.458,.042 ' . . ' ,_ ... .. ---.. -rr-w · r• · •• · iifil, :c i'.llllml ..... .... --~ ~ ·-~ . ._ --. ---...... ........., . -·· ······· • ·······-"'· -···-·. ~~~~~,~i~~~~~~~~ , .. --:--· .. DATE MARCH 30, 1984 FILE HO 1563-103. PROJECT lJATAHA -· FERC APPL ICA.tlOH ll'EH J>t::SCR IPTIOti OUili·ITITV. UI·IIT HARZA EHGIHEER~HG COMPAHY FEASIBILITY ESTIMATE ( L LEVY/RAM' .D/OEB) I IIIII' P~lt;l! 'I U'l'ftt. PIHCE -----~-~-----~---------------------------------------------~--- 332 • 1 RESERVOIRS, DAMS AND WATERWAYS RESERVOIR CLEARING 37508 ACRES 1281.60 48,0~0,187 --~-~----~-------------------~·------~-~----~~--------------~--- SUBTOTAL.PAGE 6 . SUBTOTOL-ACCOUNT 332.1 RESERVOIR,DAHS & lJATER. 48,060 .. 187 48,868 .. 187 ~ . -· I f I . I ,,., . : . ,, {· . ~ ~ I 1/t I "' :. ~ , , I I ' ; I ll;"ztf'k€} \ptt#MS ~ ' ' DATE MARCH 30,1984 FILE HO 1563-103 ~ JI!!!IS. ~4'<::'"'~ PROJECT t¥-ITAHA -FERC APPLICATIOH ITEM DESCRIPTIOH QUAHTITY·UNIT ~ / " (~ ·~ »#dR HARZA EHGIHEERIHG COMPAHY FEASIBILITY ESTif1ATE (L LEVY/RAH D/OEB> UHIT PRICE TOTAL PRiCE --------------------------------------------------------------- •. 2 DIVERSION TUNNELS .210 ACCESS TIJHNEL TO GATE CHAMBER 15'X20" 210B LF 1'731.65 3,636,465 • 211 DIVERSIOH TUNNEL EXCOVOTiot1 39 FT DIn 7220 LF .35HJ.02 25,342,380 .2lA DIVERSION TUNNEL EXCAVATION 48 FT DIA 760.LF 4665.49 3,545,.769 .218 PORTALS ~ COM EXC 67100 cv 7,37 494,.527 .21C PORTALS -ROC~< EXC 85558 cv 21.96 1,.879,.678 .21D EMERGENCY RELEASE CHAMBERS ROCK EXC 470(:} cv 98.32 462,184 .212 TEMPORARY COFFERDAM FILL FOR U/S PORTALS 34540 cv 4.73 163,.374 .2[4 TUHHEL COHC. LIHIHG- 36" ID 7220 LF 3291.10 23,689,.542 . --------------------------------------------------------------- SUBTOTAL,.PAGE 7 59,.212,767 ~ ~;! ~ .. s· ~~ ·~ ~··~ ?., ,. \ ' ·~ ~· NL .. l r( ~ ~ ·~ DATE MARCH 30,1904 FILE HO 1563-103 ~·· Jiti!IJM PROJECT lJATANA -FERG APPLICATION ITEM DESCRIPTION OUANTITY·UHIT . ~ ~ ~ ..... .._. HARZA EHGIHEERIHG COHPAHV FEASIOILITY ESTIMATE (L LEVY/RAM D/OED) . UHIT PRICE TOTAL PRICE -------------------------------------------------------------- .21E TUNNEL CONCo LIHIHG- 45" ID . 760 LF .215 PORTAL CONCRETE 18525 ·CY .215(1 l·fflUS CONCI~ETI.! 2lUJ CY .216 FLIP BUCKET CONCRETE 2000 CV .217 EMERGEHCV RELEASE CHAMBER CONCRETE i5300 CV .218 SUSPENDED METAL ROOF- EMERG. RELEASE CHMB 2775 SF .219 LOWER DIVERS'IOH TUNNEL PLUG CONCRETE 5570 CV .21F LOWER DIVERSION TUHt·IEL PLUG COI-ICRETE OT Tflll.ROCI: TUUHEL 0580 ·CV .21G DIV TUNNEL t1ECHAHICAL I LS 3281.10 2,.493,.636 266.29 4,933,022 248.30 40,060 265.96 531,920 389.31 5,.956,443 s2.a3 144,.383 197.77 1,.101~579 197.77 l,.f.OI,.045 21136400.00 21,136,400 ~---------~------------------------~--~------~--------~~------- SUBTOTAL,.PAGE 0 30,.026,400 t. ,_,. .• ~i --$ --l I ~l I ~l ~j ~~ ~1 l ! ~~ ·~.· ... !.. : ' ·. . ~--· . J ~~~~~---~--~~------ DATE HllRCH 3fl,. 1904 FILE tiO 1563-1~3 PROJECT LJATAHA -FERC APPLICATION ITI.:t·l ni.!SCR J PT I OH UUili~T I lV .u1:11 T HORZO ~tiG INEER IHG COI1POHV " . . FEAS 10 (L lTV ESTU1ATE (L LEVY/RAM D/OEB) lUll 'I' PRll:l! 'IU'I'Ol.. PI~ IC~ ----~------------~---------~-------------~-----------------~--- .. 21H GRAHULAR BACKFILL 8245 CY 13.25 HJ9;o246 ~------------------------~----·----~~~~~~--------------~----~--- SUBTOTAL~PAGE 9 109~246 SUBTOTAL -ACCOUNT 332.2 DIVERSION TUNNELS 97 ,.348,5EH .. ... '"' .. . ... l f\ ' ~~~~~-~~~----~-~-~- DATE HORCH 3fl, t 904 FILE HO 1563-HK:£ PROJECT LJATAUA -FERC APPL ICATIOH I 'flJ1 m~sr;~ II 'T I OH UUilNT lTV .UNIT HORZO EtiG I HEEf.! I HG COI1PitHY Fl!ASIOILITV ESTH1ATE <L LEVY/RAM D/OEB) IIIII 'I' PIHCl! 'UITOl. PI~ ICt: ... .,.. _______ ... ____ ....,. ....... _ ... ~_ ... _,... .... ~ ............... _tM __ ........... Cf .... _________ ,.. __ .,. .... _.., .. ~ ...... ----- .21H GRAHULAR BACKFILL 8245 CY 13.25 109,.246 ---~-----~-----~-~---------~--~~----~~~~-~----~-------~-----~-~ SUBTOTAL,.PAGE 9 SUBTOTAL -ACCOUHT 332.2 DIVERSION TUNNELS ..... 109,.246 97,.348,.501 !il!M [P!til illM .. .. :.. .. .. .. •. ... .. .. -.. ·~·. -.. DATE MARCH 38,1984 FILE HO 1563-103 PROJECT WATAI~A -FERC AFPL I CATION . ITEM DESCRIPTION CUAHTITV·UNIT H~RZA EHG IHEER IHG COI1PAHY FEASIBILITY ESTIMATE CL LEVY/RAM D/OEO) UNIT PRICE TOTAL PRICE -----------------------~----~---------------------------------- .22 U/S COFFERDAM • 221 COMI10N EXCAVATION 1000 CY 4.25 4,.250 .. 222 IMPERVIOUS FILL 52000 CY 11.06 575,.120 • 223 ROCK & GRAVEL FILL 313000 :CY 13.25 441147,.258 .224 FILTERS 33060 CY 13.25 437,.250 .. 225 ' CUT-OFF MALL U/S 39000·SF 38.65 1,.507,.350 .226 CftRE OF lJf.lTER 1 LS tt6793aa.aa 11,.679,.300 ~-~----------~-----~--------~~~-~-~~~-~---~---~----~--~-------- SUBTOTAL~PAGE ta SUBTOTAL -ACCOUNT 332.22 U/S COFFERDAM 18~350,.520 18,.350 .. 520 . . :...·. ~~~-~-----~-----~- DATE MARCH 30,1984 FiLE NO 1563-103 PROJECT tJlTAI~f.t -FERC. APPL ICATIOH JT~r1 DIZSCr~ IPTION f.lUONT!TY ·Uti IT HARZA EHG I HEER I HG COI1PAHY FEASUHLITY ESTII1ATE (L LEVY/RAM D/OEB> UIHT PI{ ICI! TOTOL PRICE ~~~----~--~~-----~----~----~------~-~~--~~~~---~~~---~~---~~~-~ .23 D/S COFFERDAM .231 COMMON EXCAVATION 5000 CY 4.25 21,.250 .232 IMPERVIOUS FILL 47250 CY 11.06 522,585 .233 ROCK & GRAVEL FILL 42800 CY 13.25 567,100 .235 CUTOFF WALL D/S 29500. ·SF 38.65 I, 140, 175 .236 REMOVAL OF COFFERDAM 90000 ·cy 4.87 438,.300 --------------------------------------------------------------- SUDTOTAL,POGE 11 2,.609,.410 SUBTOTAL -ACCOUNT 332.23 D/S COFFERDAM 2,.689,.410 ... .. ... .,.. t• IIIII ... 1.111 ... ._ ._. tt• .. IIIII .. ._ ~ -· ... all DATE MARCH 30,1984 FlLE NO 1563-103 PROJECT WATANA -FERC APPLICATION ITEM DESCR IPT.ION CUAHTITY ·UH IT . . j; HP' 1,2A EHG INEER ltiG COMPAtiY FEASIBILITY ESTIMATE ~L LEVY/RAM D/OED> UIHT PRICE TOTAL PRICE --------------------~------~---~-----------~------------------- .3 MAIN DAM .311 EXCAVATION -COMMON 4936080 ·CY 5.57 27,.493/1528 .312 EXCAVATION -ROCK 1214880 .cv 19.22 23,333,080 • :1 lit lt·U •t:I~V If Jt JH 1,.1 LL f'Ui'ltnm cv ll.HG U(', ll!J,(;2~:J .318 PROVIDE DRYING FACILITIES FOR IMPERVIOUS FILL I LS 13282388 .. 00 13,282,380 .31C DRYING IMPERVIOUS FILL 1576888 CY 7.32 11,536,320 .31D · U/S GRAVEL & D/S SAHD FILL 20626000 CY 13.25 273,294,500 .31E FILTERS 633eaaa cv 13.25 83,978,560 .31F ROCI<F ILL FROM OUOI~f~Y 105G34EJB CY 11.31 259"952,.054 .3Hi HOCKJ: II.. I... FHnt1 BTOCKP II.E ~~:{~l7lUln r,y 4. 7:~ Hl ,. !)I ::! , I ll1 ~~~--~-~--~~-------~-~--------~--~---~~----~---~-~~~-----~-~-~~ SUDTOTAL,.PAGE l2 r.rla .. 902 .. est: . . l .. '· ·-···-··! . . .. : ... · ... . ~---~~-~~~~~~~~~~~~ DATE MARCH 30.,.1984 FILE HO t563-Ul3 PROJECT WATAHA -FERC APPLICATION ITEM DESCR!PTIOH OUAHTITY·UNIT HARZA ENG INEERIHG COMPANY FEASIBILITY ESTIMATE (L LEVY /RAH D/OEB) UNIT TOTAL PRICE PRICE ~-~---~---------~----~---~-~----~~-~-~~-~----------~---------~- .3tH ROCKFILL DIRECTLY FROM EXCAVATION 3924600 CY 0.78 3,.061,108 .3HI RAKING ROCKFILL 902000·CY 0.75 676p500 .313 DJ~ ILLn.GROIJT -COI·f!JOL. 345BfJ0 LF 20.03 9,.G70,35fl .311 I> I~ I LLR.t;(~OUT -CURTO HI 203450 LF 31.14 0~~02G,G33 . . • 314 DAM DENTAL CONCRETE a5aaa ··cv 155.72 t3,.236,.20a .. 317 DRAIH HOLES f36000 LF 23.36 3pt76,968 • :i:! GROUT GnLLRS&POI~TnLS .321 .... HORIZ. GALLRS l8X1B 7450 LF 939.35 6,.25341157 .322 INCLINED GALLERIES 10.ro X 10" 258EJ LF 1286.29 3,319,.602 .323 y SFfAFTS 10X10 900 LF 2331.18 2,.098,.066 .32A PORTALS -COf1110H EXC 3Gea CY 4.25 15,300 ~--------~------------~-~---~----~---~-~-------~-----·---------- SUBTOTAL~~PAGE 13 50,.332JI956 ______ ll!ll __ ._ ............... _ .. DATE MARCH 36~1984 FILE HO 1563-HJ3 PROJECT WATANA -FERC APPLICATION ITEM DESCRIPTION QUAHTITV.UNIT HARZA ENGINEERING COMPANY FEAS !B ILITY ESTlf1ATE (L LEVY.IRAM D/OEB> , UHIT PRICE TOTAL PRICE ~---~------------~---~---~-------~------------------------~---- .328 PORTALS -ROCK EXC 1008 CV 18.84 18~840 .324 TUNNEL CONCRETE SLABS 3410 CY 317.68 1~083.,289 .325 PORTAL CONCRETE 20 CY 467. 17 9~343 .326 TUNNEL PLUG CONCRETE 700 CY 197.77 138,.439 .329 PORTAL DOORS (ARCH. ) 2 EA 29073.60 581'147 .33 DAt-1 IHSTRUt-IENTOliOH l LS 8419200.00 0,.41911200 -----~~--~--------~----~~~--~~-~-~~~-~~---~----~---~-~~----~-~- SUBTOTALPPAGE 14 SUBTOTAL -ACCOUNT 332o3 MAIH DAM 9~727~258 . see~ 962~ 2 iB ....... .. .. 1!!!1 1111 ............ : .. DAT£: MARCH 38 ,.. '1 904 FILE HO 1563~103 PROJECT WATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT HARZA EHGIHEERIHG COMPANY FEASIBILITY ESTIMATE <L LEVY/RAM D/OEB) UNIT PRICE TOTAL PRiCE -~--~-~--~~----~---~-------~-~-~-----~------------~------------ .4 RELICT CHANNEL 1 LS 58613000.08 59,.613,.800 -------1:\~--,---·-------~----f--... -----·-----........ --.... ------------------c--....... t. SUBTOTAL,.PAGE 15 SUBTOTAL -ACCOUNT 332.4 RELICT CHANNEL 58,.613,.000 58,.613,.000 ! • ........ -. . ... . ... . l .... 1 .. . . ------8'111111211 .. a. DATE MARCH 36,.1904 FILE HO 1563-103 PROJECT IJOTANH -FERD APPLICATION ITEJ1 DESCRIPTIOI'I QUANTITY.UNIT HARZA EHGIHEtRlHG COMPANY FEASH:llLITY ESTU1ATE <L LEVY/RAM D/OEB) UNIT Pf~ ICE T01AL PRICE ----~--------------~----~-~-~~~~~~-~~-~-~~~~~--~~~--~~-~~------- .5 OUTLET FACILITIES .. 512 TUNNEL -HORIZONTAL EXCAVOT I Cilf -31 " D Hl · 2050 LF .,,, . .. 510 lHCLINGD SHAFT EXCAVATION 31~ DIA 460 LF .518 TUNHEL EXCAVATION - , 11fll II FOI..I> !Jf)fJ LF .. 514 CONCRETE LIHIHG - HORIZONTAL 28" ID .SIC COHC. LIHIHG -HORIZ,. STEEL LINED 28" ID .SiD CONCRETE LINIHG - MANIFOLD B" ID .51 E. IHCLIHED LIHIHG - SI·IAFT 28.. ID .51F MECHANICAL -INLET 1675 ·:LF 375 LF 980!LF 460 LF l'LS 3231.27 6,.624,.183 3606.56 1,.659,.EH8 ll!J2. 0-1 I ,. fl73 .. rPG~ 3036.61 5,.086,.330 2256.43 846,.163 1114.98 1..803,.4~2 3036.61 1,.396,.843 5243200.08 5,.243 .. 2e0 -------~---------------------------~~-~~--~~-----~----------~-~ SUBTOTAL,.PAGE 16 22,932,.699 . .. .. .. .. .. .. i-· .. (~ . . ' 1111 ---~~~~--------; ......... _,_ DATE MARCH 30~.1984 FILE NO 1563-103 PROJECT tJATANA -FERD APPLICATION ITEM DESCRIPTION · QUANTITY ·UNIT HARZA ENGINEERING COMPANY ·FEASIBILITY ESTIMATE <L· LEVY/RAH D/OEB) UNIT PRICE TOTAL PRICE ~--~----~------~-----------~~~---~---~---~------~-~--~--~---~-- .SIG MECHANICAL -OUTLET 1 LS 16218650.08 16,218,650 ~--------~-------~-------~--~~-~--~-------~~------------~--~--- SUBTOTAL,PAGE 17 SUBTOTAL -ACCOUNT 332.51 OUTLET' FACIL'ITIES •• it ~ • ... . . . . . . 16,.218,.650 39,. 151,. 349 ... :. . .. . ~ .. -. . )ftl!ll!!lll!!! ·~ •• l .,... DATE MARCH 38,1984 FILE HO 1563-ta3 .... ... PROJECT lJATANP. -FERC .APPLICATIOH ITE11 DESCRIPTION QUANTITY UNIT -Mill .. .... HARZA EHGIHEERIHG COMPANY FEASIBILITY ESTII1ATE CL LEVY/RAM D/OEB) llill' UNIT PRICE TOTAL PRICE • ---~-------------~--~--~--~------~--------~--·-----~~--------~~- .52 MAIN SPILLWAY, INCL CIVIL WORKS FOR OUTLET FACILITIES .521 COMi10N EXC -APPROACH & CONTROL STRUCTURE 379aaa cv 4.87 1 .. 045,730 .522 COMMON EXC -CUUTE, Fl .• fP IJI~T 1!. OU'fFfll..l. ;~I U~'.ftfl CV ,.. -If) 'j •• '· I , (' Hl, t;~~i' .s:~o RIVER CHANNEL ALLUVIUM E><CAVATIOH 1060EJ0EJ CY 6.37 6,.752,280 .528 ROCK EXCAVATION - APPROACI~ STRUCTURE 1096000 CY 14.28 15,.650,888 .52C ROCK EXCAVATIOH - COI-ITROL STRUCTURE 274000-CY 22.78 6,.241,720 .52D r~OCI< EXC -CUUiE & FLIP BUCKET 1592500·CV 17.47 27,020,.975 ' .52F BACKFILL 1 LS 62289.50 62,290 -----------~-----~-~----------------~-~------~~---------------- SUBTOTAL~PAGE 18 66~0891'432 .. .. .. .. .. ... ~ ... · - ' _,._. •...- ~ " ~ ! -l > ,... ~ ~ DATE HORCH 30~1904 FILE HO 1563-lU:i . -- PROJECT tJATANO -FERD APPLICATION .. ITEM DESCRIPTION tlUAHTITV·UHiT -·lfll - B> . . . :·. .. .. . .. . . ; .. -· : . : . j. -~ • . . • .\ : . -· .......... 18 _____ _ Hm~zn ENGINEER IHG COMPOHY FEOS IU Ill TV ESTII1fff'E (L LEVY/RAM D/OEB) UNIT 1'0TAL PRICE PRICE -~--~~--~~-~-~--~---------------------------~~--------~------~- .523 DRiLL&GRT -COHSOL. 66800 LF 28.03 1,.849,.9BEJ .. 524 SPILLWAY CONCRETE .. 52G v PIERS 40060 CY 364.91 12 .. 214,.695 .S2H DECK 350 CY 915.73 320,505 .5'21 v GUIDE WALLS 1!510 CY 475.04 510476,.918 .S2J SLOO 3~10Bl1 CY 530.61 Hi,.509,. 100 ; .52K OGEE 24806 CY 248.30 5,.959,.448 .52L ·/ FLIP BUCKET & OUTLET 293aa··cv 336a43 9,.520,.969 : ,,, DISCHARGE STRUCTURE .5211 DRA!H GOLRY OHD OEI~OTION GOLLERY Cot ICIU!lE 3710 CY 711. !)t; 2,.G41,.3311 .52P GRtlV I TY RETO IN I I~G WALL & FLIP llUCI<ET taaa cv 409.09 409,.099 ---~---~---~-------~---------~--~~---------~------~---------~~~ SUBTOTAL,.PAGE !9 55,.662,.919 ~ ' -·· ... !. ~- DOlE I"'ORCU :1n# I 9011 FILE HO l563-HJ3 . \;-1!11 .. PROJECT MATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY-UNIT . "-··--. 1!!1 -.. .. : ... HORZO EHG UI~ER 1 HG e~)I1PONY J:EAS IU IL ITY ESTU1ore (l LEVY/RAM D/OEB> UNlT PRICE TOTAL PRICE ~~------------------------~--------~---~--~-~-~-------~-------- .52~ l~' ROCKUOL1~ .526 10' ROCKBOLTS .528 HALF ROUNDS TO DRAIHOGE GOLLERY .52H SP I LLIJOY t'lECI-I«tELECT 433 en 19?.77 05,G34 8100 EA 132.36 1,872,116 15000 LF 15.57 233,550 1 LS 3490335.00 3,490,335 ~--------~---------~--------~-----~--------------------~--~-~-- SUBTOTAL,PAGE 20 SUBTOTAL -ACCOUNT 332.52 I"'.P.IN SPILLWAY 4,889,635 120,041,.986 • ---.. .. , .. -... -i <i, . . 11!1 11!1 ,. 8!11 11!1 1!!11 -.. .. .. .. .. --~ -· - DnTF. MORCfl Jf:l,t!J04 . F I u: HO 1 U63-I E:J~ PROJECT IJATAHA -FERC APPLICATION ITEM DESCRIPTION OUAHTITV·UHIT HARZn ~HG IHF.ER I tfG COI1POHV FEAS IU IL ITY ESTII·IOTE (L LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE -~-----~-------------------------~--~---~----------~~--~------­. • 6 POWER AND OUTLET IHTAKE&APPROACH .611 COMMON EXCAVATIOH 42300B·CY 5.39 2,279,97f:J .612 APPROACH - ROCK EXCAVATION 1695300 CY 14Q29 24,, 208,084 .. 618 IHTAI<E ROC I< EXCAVATION 11538A CY 22.78 2,.626,534 .614 f.ONf.RETf! !lf.4fl~ r,y fif1(i.55 40,0:11,4?~ .GHi l"X15' ROCKBOLTS 330 EA 197.77 65,264 .61C INTAKE MECH&ELECT 1 LS t36725sa.ea 13,.672,550 .61D INTAKE BUILDING 1 LS 200245EJ.B8 2 .. aa2 .. 4sa .61E STRAND VSL ANCIIORS IHCLUDIHG INSTALL • 5800 LF 155.72 903,.176 • 61F DRILLIHG 11" DIO HOLES AND GROUTING sa0e.LF 23.36 135,488 -~--------------~---------------------------------------------- SUBTOTAL,.PflGE 21 94,.725,736 .. • --- DATE MARCH 30, 1984 FILE HO 1563-103 IIIII .. PROJECT lJATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY ·UN IT -11!1 IIIII .. .. HARZA ENGINEERING COMPANY FEASIBIL.lrY ESTIMATE (L LEVY/RAM D/OEB> UNIT PRICE TOTAL PR.ICE ----~---------~----~----~-----~---~--~~---~----~--~~~----~-~--- .62 INTAKE GATE 2 EA 59etB15.00 I,. 1BL.63EJ .63 BULKHEAD GOTE 2 EA 123644.50 247,289 .64 CIRCULAR TRASHRACK 4 EA . 206178.EJEJ 824,712 ----~--~-----------~---~------~--------~--------------------~-- SUBTOTAL,PAGE 22 SUBTOTAL -ACCOUNT 332.6 POlJER INTAKE 2,.253,631 96;>979,367 . . . ' ----.. --·- :: . .. lJ!I U.Ji.&J -1!11 11!11 1!!!1 11!!1 .. '1!111 .. .. .. .. ~ -~ --- DATE t·iflRCH 30~ 1984 FILE HO 1563-ta3 PROJECT WATAHA -FERC APPLICATION ITEI1 Dm.JCIHPTIOI'f OUOifriTV ·UH IT HARZA ENGINEERING COMPANY . FEASIBILITY ESTII1ATE CL LEVY/RAM D/OEB) UNIT PH ICE TOTAL PRICE ~~-----------~-------~--~-~~--~-~~~~~~-~--~-~-~--~~~~~~~~--~--~ • 711 ROCK EXCAVATION 10200a·cv 84.09 8~577~180 .712 VENT SHAFT EXC 8.5 DIA 535 LF 2088.83 1,074~727 .714 CONCRETE 6.5 ID 9EI LF 906.31 81~568 .715 SHOTCRETE 2 INCH 1 LS 31144e 75 31,.145 .716 SURGE CHAMBER COHC. st00·cv 587.08 2,994,.108 .717 DRAIN HOLES 15500 LF 31.14 482,.670 .710 J "XJ6" I~OCKUOL T!i 4(1fJ EO 130.01 52,.324 .71C STOPLOGS,. GUIDES AND FOLLOWEI~S STOPLOGS 48"W X44"H I LS 2852758.00 2,.852 .. 758 .a P~t-IGTOCKS .II I I EXC -SIIfiFT -27" D 1ft 1000 LF 4544.tl2 0 .. 179,.236 ~----~----------------------·-----~---------------------------- SUBTOTAL {I PAGE 23 231152511708 ...... • ~ r ~ r j· .. ~.!!!!~ IL !JI 1!!1 11!11 11!1 111!1 1!!11 .. 1111 88 _. rial tr. iJa· a. tiiM .. .. .. DATE MARCH 30~1984 FILE NO 1563-103 PROJECT WATAHA -FERO APPLICATION ITEf1 DESCRIPTIOJI OUONTITV UHIT HARZA ENG IHEER IHG COMPAiiY FEASIBILITY ESTIMATE <L LEVY/RAH D/OEB) UNIT PI~ ICE TOTAL PRICE ----~-~--~~~-~~-~--~-~~-~-~~~~-~~~~~~--~~-~-~-~--~~~-~-~~~-~~~~ .otn EXC -1101HZ-27 .. D 10 .812 EXC -HORIZ -21 .. DIA .BIB EXC -HORIZ -IB~DIA .813 DRILL B. GROUT-CONSOL .014 PENSTOCK CONCRETE LIHER-SHAFT-24" "819 CONCRETE LXHER LIHER-HORIZ 24" ID .etc CONCRETE LINER HOR.IZ 18" JD ... 815 CONCRETE LIHER HORIZONTAL-15"1D .010 STEEL L I HE I~ 12;1!) LF 2921.30 3,.637,110 690 LF 2089.81 1 .. 441,.972 1200 LF 1756.57 2,.107,.878 1 LS 357121.50 357,.122 1889 LF 5146.65 9,.263,.970 1245 LF 3836.61 3,.780,.586 698 LF !952.79 1,.347 .. 415 12fJEJ ·LF l627Q31 1,.952~778 1020 •TOH 3093. 10 7:.0051'433 -~---~~-~--~-------~--~---------~---~-~---~----------~--------~ C:l UlThT.nl ""'"',.,. .... ,. ........... __ ........ ~--.. ...,. SUBTOTAL -ACCOUHT 332.3 PENSTOCKS & SURGE CH. 38,.974,.272 54,.499,980 t > I> • : .~ .... : • !I . . ~ ... . . . ~ ""''' fl::. -~ • • D ~--. it .. -< ;;.• ~ ~:D .., if' u;_ 'I_...~'§ 1!!1 lei DAYE MARCH 31.3,1994 FILE.HO 1563-!83 1!11 ... PROJECT IJATANn -FERC APPL!CATIOH ITEM DESCR IPrHJH QUANTITY UH IT 1!!!1 ... -a; HARZA ENGINEERING COMPANY FEASIDiLITY ESTIMATE <L LEVY/RAM D/OEB> UHIT PRICE · TOTAL PRICE -------~-~-------~----------~---~-----~---~~-~---~-------~------ .9 TAILRACE .911 TUNNEL EXC. -37~ .912 PORTAL COMMON EXC .913 PORTAL ROCK EXC .914 TOILROCE TUHHEL CONCRETE -34' ID .91A PORTAL CONCRETE .915 PORTAL ROCKBOLTS l"X25' .91C TAILRACE STOPLOGS GUIDES & FOLLOWERS 2088 LF 3332.49 6,931,579 4560. CY 5.67 25,855 31095·CY 21.96 682,846 2006 LF 2740.74 5,700,739 300.CY 498.53 147.1'159 110 EA 330. 13 36,314 1 ·Ls 6a4s2a.a0 604,520 --------~----~--~-----------~--------~-------------~----------- SUBTOTAL,PAGE 25 14 .. l29,fH2 SUOTOTAL -ACCOUNT 332~9 TAILRACE 14,. 129 .. EJI2 .. .. .. .. . 1 .. tal ............. . . ' ~~w~~ iiLJe ~. m 1!!1 ~E~ .. .,. ... .. -. .... • .. .--. · •• .. DATE MARCH 38,. 1984 FILE HO 1563-103 PROJECT tJATANA -FERC APPLIC:ATIOii ITEM DESCR I PT I Oli tlUAHT 1111 iiH IT HARZA EliGIHEERIIiG COMPA~Y FEAS 18 IL ITY ESTII1ATE (L LEVY/RAN D/OEB~ UHIT PRICE TOTAL PRICE ----~------~---------------~----------~--------------~--~--~--- 333 .10 WATERWHEELS~ TURBINE & GENERATORS GUARD VALVES .1! TURBIIiES & GOVERiiORS , , I II; •• ~ GEHERATOI~S n. EXCITERS 6 EA tseaeee.ea 9~aa0~a0a 6 EA 4500008.00 27,000~000 6 EA seaaa0a.ae 34,oaa,a0a --~---------~------~---------------~-------~-~-~~------~------- GUOTOTOL~POGE 2G 70,.003,000 SUDTOTAL-ACCOUNT 333 WATERWHEELS,TURB &·GEH 70,0B0,00f1 6 .. . . ibb3 I!L ".4\:t~ 1!!1 DATE f'tiRCH 30J' 1984 FILE HO 1563-10~ 11!1 1!!1 ... ... .. .. PROJECT lJATANA -FERC APPLICATION HARZA ENGINEERING COMPANY FEASIBILITY ESTIMATE CL LEVY/RAM D/OEB) .. ITEM DESCRIPTION QUANTITY ·UNIT UNIT PRICE TOTAL. PRICE -~-----~~-~--~~----~-~--------~~~----~-~~--~---*~~----~-~~----~ 334 ACCESSORY ELECTRICAL EQUIPMENT l·LS 21200000.00 21;280~000 --~----~-~-~-~~--~-----------~~~-~----~--~----------------~~--- SUBTOTAL~PAGE 27 21~2aa"'eaa SUBTOTAL -ACCOUNT 334 ACCESSORY ELEC EfJ. 21....2001'000 .. lal .. ... .. .. &I, - 11!££! !!II '~!!!! ill~ '1!!11 1!!'1 IIIII tiJ!I till !IBI 18 ._ .,_. Ia . fUll iiM . tiiM .. DATE MARCH 30,1984 FILE HO l563-1H3 PROJECT WATANA ... FERC APPLICATION ITEM DESCIHPTIOH QUANTITY UNIT HARZA EHGlHEERING COMPAHY FEASIOILITY ESTil"IATE . . (L LEVY/RAM D/OEO> . UNIT PRICE lOTAL PRICE ~---~~--~--~---~~------~---~~~~-~~~----~~-~~·. ·----~~~~-~~--~-~~ 335 MISC POWER PLHT Et1UlP i LS 13900000~00 !3~800,000 ~ ~~--~~~-~---~~----~--~-~-~--~-~~---~~~----~---~-----~---~~---~~ SUDTOTAL,PAGE 20 SUBTOl"AL -ACCOUNT 335 MISC POWER PLANT EO. 13,.900,.000 13,eaa,aaa It~ ~.~ ~-··i?JEI!ii ··1!!1 '1!11 1!11 a!l Jll!l IIBI 1111 .. i 111111 : ..... ._ ---·~. DATE MARCH 30-1984 FILE HO 1563-183 . PROJECT ~TAHA -.FERC APPLICATION ITEM DESCRIPTION DUAHT.ITY ·Uta IT HARZA ENGINEERING COMPANY FEASIBILITY ESTIMATE <L LEVY/RAM D/OEB) UNIT PRICE TOTAL PRICE -~~---------------~------------~-----------------------~~~~---- 336 · ROADS-RAIL & AIR FAC .11 .PERM. ACCESS ROADS 1 LS . 68938888.88 68.,938.888 .12 SITE ROADS , 2B.MI 4871888.88 97"428-888 .13 PERmHEHT ROADS 6 MILES 584888.88 . 3-824,.888 .2 RAIL FACILITIES 1 LS 45481888.88 45.481,.888 1!3 AIRSTRIP ! LS 7BUJ888.8B 7,.818,.889 ----------------~---~~~-~------------~~--~-~~-----~~------ SUBTOTAL~PAGE 29 • 213,.865-BBB SUBTOTAL-ACCOUNT336 RDADS&RAIL FAC 'AIRPORT 213,.865,.888 ,. . ' .... : fi!*JM kWiM f._,gq EH JJ!& 11!!1 till! B11 !I!B Ia 18 .. --,_. .. --· DATE MARCH 30~1984 FILE NO 1563-103 . PROJECT WATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT HARZA EHGIHEERING COMPANY FEASIBILITY ESTIMATE (L LEVY/RAM D/OEB) UIHT PRICE TOTAL PRICE ~~--~---~-~-~~--~-~~-------~~~~~-~~~~~-~--~-~-~-~~~-~---~---~-~ 350-359 TRAUSMISSIOH PLONT (DIVIDED INTO if:J UNITS FOR PROGRAM CONVENIENCE) 10 LS 46800000.00 460~306,000 ~~~~-~-~---~~----~---~-----~~~~~-~-~-~--~~~~--~-~----~-~~~~~-~- SUBTOTAL~PAGE 30 468,800,000 SUBTOTAL -ACCOUNTS 350-359 TRANSMISSION LINES 46Bpeaa,aaa I ~i, ;.J.~ \ -·--.-·=-·--~ ~ ,__ ~· ~ ,,._ ~ .. ~' ·-· -~~~~~~~~~~---~~~'-...... _ · DATE ~RCH 30~~ 19B4 FILE NO 1563-103 PROJECT IJATANA -FERQ APPLICATION ITEM DESCRIPTIOH QUAHTITY·UHIT HARZA EHGIHEERIHG COMPANY . FEASIBILITY. ESTIMATE (L LEVY/RAM D/OEB) UNIT PRICE TOTAL PRICE ------~--------~---------------------------------------~------- 399! GEI'!ERAL PLANT 1 LS sa92aaa.a0 5 .. 0921'000 -~-----~--~--~---~-~------~------------~---------------~-~----~ SUBTOTAL,.PAGE 31 SUBTOTAL -ACCOUNT 399 GENERAL PLANT 51'892,.000 5,.092,.000 ... .,.it ·~ P!bil ~ 'li!IMM ··.f!IMM l!lll ~ 'a!l ra. IIIII lllla ._. -~ II8J 118 -,_ DATE MARCH 30~1984 FILE NO 1563-103 PROJECT lJATABA -FERC APPLICATION ITEM DESCRIPTION OUAHTITV UNIT HARZA, ENGINEERING COMPAHY FEAS IB IL lTV ESTU•fATE (L LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE ---~-----------~----------------------------------------------- (63) CONSTRUCT. FACILITIES .1-.5 CONSTRUCTION CAMPS & PERt~HENT VILLAGE (DIVIDED INTO iB UHITS FOR PROGRAM CONVEN I EHCE) 18 LS .6 CATERXNG & SUPPORT 2227336 MD .7 ELECTRIC POWER .il 34.5 KV SYfiTEM .7?. cntn:. Pllt.M;I~ .73 .a CON!lTRUCTIOH POMER CONSTRUCTION HEATING 3c VENTILATING .81 PLANT 1 LS ooouu 11lJH GOfnJ(:J ' f1WJ·I 1 LS 13eeeaaa.a0 t3a~aae~aea 62.38 138~763~033 2025800.f.J0 2,.025,.000 l4U.UU 12,.320,~0a 111a.aa !J, 520, f:H1fJ 116eaaa.aa 1,.168,.000 ~----------~~-------------------------------------------------- SU:3TOTALjf r'nGE 32 294~588,033 / ,. 11'11 f.al KtJi P-fh 1!111 1111 1111. ._ liD .. .. Rl el IIIli .. · B1 --· DATE MARCH ~8,1984 FILE HO 1563-103 PROJECT WATAHA -F~RC APPLICATION ITEM DESCRIPTION QUANTITY UNIT HARZA ENGINEERING COMPANY FEASIBILITY EST111ATE (L LEVY/RAM D/QE9> UNIT PRICE TOTAL PRICE -----------------------------~--------------------------------- 8 .. ., • t:: DPERATIOH 2700 DAYS 2680o00 7,236,000 -----------------------------~-------------~------------------- • SUBTOTAL,PAGE 33 7,236,.000 SUBTOTAL -ACCOUNT (63) COHSTI~UCTIOH FAC . 301 "824,. 033 .. ,, ..... • • .. • • • • • f • '"' ~ • • " .. • I _..,... • -• ' ·-< ,. ~,. . ............. ~, .. ~ ~-i'ilfit ;~ .,.. • f!WJI [1111 !1111 -~..- DATE tllRCH 38,. 1!984 FILE NO 1563-UJ3 PROJECT WATAHA -FERC APPLICATION ITEM DESCRIPTION QUAHTITV·UNIT HARZA EHGIHEERIHG COMPANY FEASIBILITY ESTIMR'fE ~L LEYV/RAM D/OEB) UHIT PRICE TOTAL PRICE -~------------~-------------------------~-·~~------~~~----~--- (69) MITIGATION 1 LS 29208888.88 29-288,.888 --------------------------.--..._...._..._ __ CII ___ _._ __ cw ... -_,__, ...... ___ ._ __ ._ ____ ._,.. __ _ SUBTOTAL,.PAGE 34 SUBTOTAL -ACCOUNT (68) MITIGATIOH GRAND TOTALS 29,.288,.888 29,.288,.888 2,595,.865,.485 ...... -........... -l i··. ·.::t i ------------------------ ... ,.: t .: I r-, r r p J~, r . . . ' ( ~ . r ' I ' "i : I . ~~ : DIRECT COST RE.PORT l { l I· 1' \ t ,_ f l t } r- I l L l l I l i I r i. l I t \ r ,,. ---·· '·: -~ :' .,_, __ _,., -----.~ ""'::''"' -~--.... :-·-. -.. :;·---~---c_;-.-~·7"·· ',~-~]· ~- · _ ~:~~~:xt:lt'lt~~~~:i-'e?.J~:-~:~-;.:~~¥:~~~~·r,~-~~_;~_;:;"f;=:~I.£~;:::~~~~:r~~_::~ tOJo3-1L.:J ' -- ' .. DATE MARCH 26.,.1984 FILE HO 1563-103 PROJECT laJATAHA·-FERC APPLICATION ITEH DESCRIPTION QUANTITY UH IT : .· ' ......__..... ,.~ ~~ ..... HARZA ENGIHEERIHG COMPANY FEASIBILITY ESTIMATE <L LEVY /RAM D/OEB> UNIT PRICE TOTAL PRICE --------------~-------------~--~-------~----------------------- .2 DIVERSION TUNNELS .218 ACCESS TUNNEL TO GATE CHAMBER 15"'X20"' .211 DIVERSION TUNNEL 2100 LF 1112.00 2,.335,.200 EXCAVATION 39 FT DIA 7220 LF 2254.00 16 ... 273,880 .21A DIVERSION TUNNEL EXCAVATION 48 FT D1A 760 LF 2996.00 2.,.276.,.960 .218 PORTALS -COM EXC 67100 CV .21C PORTALS -ROCK EXC 85550 CV '• .21D . . . . . . • j ~ ' EMERGENCY RELEASE CHAMBERS ROCK EXC 4700 CY · · ·· .212 ... 4.73 31?,.383 14.10 t ... 2as~2ss 63.14 296.,.758 TEMPORARY COFFERDAM FILL FOR U/S PORTALS 34540 CY . ~· .' . ; · · · . 3. 04 . . 105.,.002 • 214 TUHHEL COHC. LIHi~G- 36" ID " ~.. • 4 • .. •• I It t •l • :• 7220 LF .. ···' . 2107 .FIB 151'212 ... 540 ' ' . . . ' ' -----------------------~~-------~-~---~--~-~---~-~----------~-- ' SUBTOTAL~PAGE 7 381'023,.978 ' -=-! ., . ' ~ l ~ . ' ~ .. illllll! ·-:~, -.. -.· -. iiiiiiiilil . .... j .... :· . . . ., .. IT~tL DE~CRIPTION QUANTITY UNIT -~l\:li!E~i. fEAS .u u .. IT\ ....... fiHh ..... -~ <LIIIStf/R .. /OEII!I UNlT PRiC;:;" TOTAL PRICE __ ....... --~---.... -~--------------------------...... --'=-10 ........ __ c:t. -·-·~"-~· ~------~------ ,.21H GRANULAR BACKFilL 8245 cv 8.51 78,165 ~--------------------~-------------~-~---~-~--------------~---- SUBTOTAL,.PAGE 9 SUBTOTAL -ACCOUNT 332.2 DIVERSION ' . • i :. :' t .1 ·: . . . .. , ' t• ' . ··: J: f : I ,•!•• " 1 ttt ., t ~ t • '. • • I: • {• • I~ . ; • • 1., • '• i t .:J f~. t ·~~. '\ •. * •· ' ' I J I : • ;l . ' ~. • i '. ' • •4 .. ' . • • •' i .-••. ·; ,, • f ~ .... . . : .. : .. ... •' .. \ . •. ,. ... . . I : • ' 78,.165 62,513,.283 -.. I' .. . • : . . . . . • .. - ... t • . . ·.· .· • ... . .. • •. t ~ . • • • l • ,· t ~ ~ • : ! ·' . • : .,4. ~ . ;. . • 4 •• .. . . . ,. . ~ : ' :I' • • ::• . •, .. '., ~ . .. . ... ... ... --a: II ... -... -.. -· ........ -Ill ...... -.. DATE mRCH 26#1994 FILE NO 1563-103 PROJECT L.IATt:;NA -·PERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT HARZA, ENGINEERING COMPANY FEASIBILITY ESTit-r=ITE (L t;.EVV /RAH D/QEB> UtHT PRICt TOTAL PRICE ------~~~--~-.--.... -... ~--------...... -..... --.... -,.-~---~------..,---~--.:------...... - .22 U/S COFFERDAM .221 COMMON EXCAVATION 1000 CY 2.73 2# 730 .. • 222 IMPERVIOUS f~LL 52000 CY 7.10 369#200 o223 ROCK & GRAVEL FIt.!.. 3~13000 CY 8.51 2#663#630 .224 FILTERS 33000 CY 8.51 2881>838 .225 24.82 967#980 CUT-OFF WALL U/S 39000 SF . . . .226 . . . ,\ CARE OF WATER 1 Ls . · 75ea0a0. ee 1 71>5001>000 .. . .. ·: . ' ' ... : 1· ~--~------~---------------~------~~-~---~~~~---~----------~----.. ~ ~:·t' (!: ~~; ,~---} SUBTOTAL.,. PAGE UJ ..... : : '! ·~. · .. ,._,. ' . : i . ·. . •, SUBTOTAL -ACCOUNT 332. 22. U/S COFF · :· , · , .. ' . .. . j' . . . .. f • i 1 • . . -; ·. L 11,.784,.370 111>794,.370 ' ,· ' •' "f I ·~: .. .. .. . .. ' .. : ! . ~·. -. .. .. ' t ... ......... . ;, . -~· , I ., ·'· ....,.~-. . c,::: (.\ .. : lEI ill\! .. -.... .. .. -. .... DATE mRr~i 26# 1984 .FILE HO 1563-103 PROJECT WATAHA -FERC APPLICATION HARZA EHGIHEERING COMPANY FEASIBILITY ESTIMATE ITEtt DESCRIPTION QUANTITY UHIT ~L LEVY/RAM D/QEB) UHIT PRICE TOTAL PRICE ~--~-~--~----~----------~-~-------~----~~-~-------~-~----~-~--- .23 D/S COFFERDAM .231 COMMON EXCAVATION saaa cv .232 l IMPERVIOUS FILL 47250 CY .23J ROCK & GRAVEL FILL 428130 CY .235 CUTOFF WALL D/S 29513£1 SF . ~ ' . ' . ' 2.73 7.10 8.51 24.82 13#650 335 .. 475 364 .. 228 732f19eJ .236 ... , . REMOVAL OF COFFERDAM 9£1£100 CY . !i ·. . ; . 3. 13 281,. 70£1 . . "" 't ., ~ I .. . ' . i. < ...... ' • ; • -----------~~ .~-~ ~-------------------~-------------------~---- SUBTOTAL .. PAGE 11 ' I . . . ' ' . ' " • ' • ·~ l SUBTOTAL -ACCOUNT 332. 23 D/S COF . . . . . . I • • . '·' .. . ' ~ .. ' ' .... i 'I • . . . . .. . . ') • 41 ,. i: : .. . . I' • I • 1 .. 727 .. 243 1.. 727 .. 243 . . I .. . f ~ • I 't : .. ·' 1111 ..... . ~ . . •-t ! • • r •• 4 ' . . . • • "l : .. ~ . . '· . -... iiLlR Wilil :,:; .. '·IIIII .. DATE MARCH 26,.1984 FILE NO 1563-103 .. ·~ ... PROJECT WATAHA -FERC APPLICATION ITEM DESCR IPTIOH QUANTITY UH.IT - : .. .. -.. HARZA ENGINEERING COMPAHV FEASIBILITY ESTimTE (L LEVY/RAM D/OEB> UHIT PRICE TOTAL PRICE ---------~~-----------~-----~-------~~---~------~--~~---~------ .3 MAIN DAJ-1 .311 EXCAVATION -COMMON 4936000 CY 3.58 17,670,880 .312 EXCAVATION -ROCK .31A lMPERVIOUS FILL .318 PROVIDE DRYING FACILITIES FOR IMPERVIOUS FILL .31C DRYING IMPERVIOUS FILL ·.3lD U/S GRAVEL & D/S SAND FILL .31E FILTERS .. 31F ROCKFILL FROM QUARRY .31G ROCKFILL FROM STOCKPILE 1214000 CY 12.34 14,988,760 7877000 CY 7.10 55,926,700 ' 1 LS 8529500.00 e,529,see 1576000 cv ' . I II ~~ ••• t l • ! I I• 2B626B0EJ. CV · · ! ..• ~ . I' • .. .. 6338BBB CY · -.· . •, r t •• • ••• • .. . : .. ., . • t . 18563400. CY · . : .. t' : :~:.' ;. t .·· ····-:.: •· 23EJ70BB CV : ; . .t ' I • ,. I ~ I • • I o ; 4.70 7,407.200 8.51 175,527,260 8.51 53,936,380. 7.26. 134,778,284 . .. 3.04 7 ,·013,280 ~---~--~--------~---------------~-~--~-------------~-~----~~~-- SUBTOTAL~PAGE 12 475,762p244 • --..... .. } .. ~ ·,·· ... -}· . ' .. , 1:~ . M "-""''~· ~-·---~--·· ., .-_,...._¥,-··~"'~.-.. ~=~..;;r-~=~="''"-'~<>-~""'-"'?0"' ~c.;,. .... ··"""~" ~-. ,..,..,:.,... -~~..:;;.;;:!'.~.·:-·"::J·•~,;:~':3!'£"!: l,!ii ,J\. !If£!!! tl!,_.J!_,!!!!!!!!E__~ .. -• IZJ!!J _.§_,_, i@I!IMII~ i I -·-· ... J81 .. -:~-.. ' . .. .. .. .. DATE MARCH 26,. 1984 FILE HO 1563-103 . ! ' · HARZA EHG ltiEER IHG COMPANY FEAS IB I.L JTY ESTIMATE PROJECT lJATAHA -FERC APPLICATION. (L LEVY /RAM D/OEB·> ITEM DESCRIPTION QUANTITY UNIT UH.IT PRICE TOTAL PRICE ---~------------~---------~----------~--~~----------~---------- .31H ROCKFILL.DIRECTLV FROM EXCAVATION .3H1 RAKIHG ROCKFILL .313 3924600 cv a.s0 902000 CY 0.48 DRILL&GROUT -. COHSOL. 345000 LF .. 1a.0a .311 DRILL&GROUT -CURTAIN 283450 LF . 26.06 .314 DAM DEHTAL CONCRETE .317 DRAIN HOLES .32 GROUT GALLRS&PORTALS ·.321 HORIZ. GALLRS 10X10 .322 IHCLIHED GALLERIES . 10" X 10" • 323 SHAFTS 10X16 .32A PORTALS ~ COMMON EXC . 85000 CY taa.ea 136000 LF · . I' • ts.a0 ~ .. . . ". ~ ~ •i • • • 1 • ~ . (' . ' :. •' ' ~ •• .t • ':' .... . ' 7450 LF ·; : .. ·. . . 539.00 j ··:':;·t::~.:: ··;: ~:;: 2580 LF . . I • 826.EJEJ I t, ' .. t • ' ' • f ~ ( : .t • 900 LF : ;) ~. ' : I I 1497. 00 ' .. J ' • I, ~ I • 1 . t ~ ~ 3600 CY. ' :I i :; • ' ' . :.. .. ' ... . . ~· . 2.73 L.962,.380 432,.960 6,.210,.000 5,.669,.000 8,.500,.000 2,.040,.000 4,.015,.550 . 2,.131,.080 1,.347,.30(:1 9,.828 --------~-------------------------~--------------------~------- SUBTOTAL,.PAGE 13 .. 32,.318,.018 ' .. , (j ..... 1111-• .. ..... .. .. ' I •• * • ' • . . .. :~=-:==~.::..~.:.~~~~a;~7~-·~;;:.;;:;;~~:;.;~~;{;::rm;;'fai:;~~~----:~-:--.;~~-~ ~,--.--· ·~~,~·-·--... ·--~--~ • --· .,__ -!l!!l!l!!!l!l!li 1!I!!!!!B!ll!ll: ,..... ,llllllllil, -i ---.....a!~ 1!1111111! • ..i -~ -l -~ -1 -] ..... ..... ·~ ~; -~-Jllllflll'-: I ~1 ~:~ ....,, ~) ---~ ~: . _ ~! ~: ~-~ ~! ~~ ~ .. .~ • • ' . -• . • '. '" . t DATE t~RCH 26~ 1984 FILE NO 1563-103 PROJECT WATAHA -FERC APPLICATION . ITEM DESCRIPTION QUANTITY UHIT .. ! . · HA.RZA EHGIHEERIHG COMPANY FEASIBILirt' ESTI~TE CL LEVY/RAM D/OEB) UNIT PRICE TOTAL PRICE -------~-----~---~---------~-----~--~--~----------~------------ .3tH ROCKFILL DIRECTLY FROM EXCAVATION .3HI RAKING ROCKFILL .313 3924680 CY 8.50 902000 cv 0.48 DRILL&GROUT -· COHSOL. 345000 LF .. te.ea .31 I DRILL&GROUT -CURTAIN 283450 LF . 20.00 .314 DAM DENTAL CONCRETE .317 DRAIN HOLES • 32 GROUT GALLRS&PORTALS · .. 321 HORIZ. GALLRS 10XI0 .322 INCLINED GALLERIES lB~ X 18~ • 323 SHAFTS 18X10 .32A PORTALS -COMMON EXC , 85800 CY 100 .. 00 136808 LF :-. •• -t' k. 15.00 ,. . ,. .. ~·' . . " .. •t • : 1 1' ·: ~. . ~ ' •'·· '\ •• ,! • >-' : ~, •. • .~ ' I 7450 LF ·~ :. ... . . 539.00 ' . . '. • • ~ t · .. : :·:;~·: .... ::. (\ .. f • • f ~ • • " 2580 LF . . I • 826.00 ~ I. I • • ~ ' 4 i : 0 (: .\. 900 LF· : ;J :, i :. I 1497.00 ··;! ~ 1 . • , . t. .. ; . \ 3680 CY · ' :· r·.:.' · I '• t -t ~·, I a~ . • ··• ' 2.73 1~962~308 432~960 6,.218,.000 5~669,.800 8,.508,.800 2,.048,.800 4#8!5,.550 . 2,.131,.080 1~347,.300 9,.828 ~-------~--------------~-------------~---~-----------~-~---~--- SUBTOTAL#PAGE 13 ·. .. 32~318,.018 ' . . ..... l. .. . ... ~-______,....,----------~~-·---·--· ---~--..... -. ' . -11!1 ................. ...... DATE ~RCH 26,.1984 FILE HO 1563-103 . HARZA EHGIHEERING COMPANY FEASIBILITY ESTit-v:.TE PROJECT lJATANA -FERC APPLICATION. (L LEVY/RAM D/OEB> ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE ---~-------------------~--~-----~-~---~~---~---~----~~~-------- .328 PORTALS -ROCK EXC 10BB CV 12.10 12,.108 .. • 324 TUNNEL CONCRETE SLABS 3410 CY 204.00 695,.640 .325 PORTAL CONCRETE 20 CY 308.00 6,.001::! • 326 . TUNNEL PLUG CONCRETE 700 CY" 127.00 88,.900 .329 PORTAL DOORS (ARCH.) 2 EA . 18670.00 37,.340 • 33 . DAM INSTRUMENTATION 1 LS: .. '5406500. 00 5,406jl5l:)0 ... 1 .. l . ~ --------------~------~-~-~--~-~----~--~-~-~---~---~------------ SUBTOTAL .. PAGE 14 I. ' : '· I • t t . ~ ~ t. • SUBTOTAL -ACCOUNT 332. 3 m IH DAM . }. · :; . :; . • . ·' :·, r • • , · . 'tl .. : (4 . t " ,. "· • t •• o• I" ',1;• l. .. ,_ ... , .. • r" ". ·' • ' •••• , t'. . : . :; ' , .• •. 1· I I : . . < > • t I I • ' ' ,. ., ... ': ; '• . . .. . .. •.' .. s • •. 6.-246,.480 . 514 .. 326~~742 ' I ' ; . . . ,. I '. ' '• .. : ~ '. ... ,, '·~ . . : :· • I i •• .. ,. t I • • 1 •' I ,, I 1 .• ... . . .. .. •, I • : I • .. , .. I . ' ' •. . ' • :.J ·.· .. f • ..:_ NO ···::.:,:·,;_.;.;..ftJ:.:c-,-~~r--·~'""'F IF ~~-~ W~'~Ag;QfRcM 1ci1-;aw : t4u -(L aifil' /RfGi(OE~U!i . 1M ITEM DESCRIPTION QUANTITY UHIT UNIT PRICE TOTAL PRICE ------------------·--------~~--------------------~------------~ .4 RELICT CHANNEL 1 LS' 37639008.00 37~639,.008 -------------~--..... -----.----------------------------------... -... ~------... ------- SUBTOTAL,PAGE 15 SUBTOTAL -ACCOUNT 332.4 RELICT CH .. ... • !. • t .. •• '• ~ .. • '"~. t. •• • ; . ~ . : . ' . f r_! ,,\ /' .. ,• t• t I I ' • ; . .· . t: .• .. ' •' :' l::· .: t ¥ :· • ... • ... • '; ... ! •. i . . ."; . •; ... ' .. \ ., t 4... • .. ,. ·.!. . .. . . •• ,. .. . . · '·. . ,. , . 37,639,080 •37p639,.B0B • .. . I I •. . . : ... ~ .. ; IIIII ·Ill 1111 .. .. .. - • .· ' : ' . I • .... . . •. '! :· I. .. : ' i ' "' I 1•. f ' • t .. ~ ,. . ~ .. Ill, .. .... ... ·= "'.~:;-.--··~~---~~~ ........ .•. ~: -; ·-: ~' .. l DATE MARCH 26 ... 1984 FlLE NO 1563-103 HARZ~ EtiGINEERIHG COMPANY FEASlBILITY ESTit-t=lTE PROJECT tar:lTAHA -FERC APPLI'CATIOH i •. (L LEVY/RAM D/OEB> ITEM DESCRIPTION QUANTITY UNIT UHii PRICE TOTAL PRICE '---~----------------------------------................... _ .. _________ ..,. ___ ... _______ _ .5 OUTLET FACILITIES .512 TUNNEL -HORIZONTAL EXCAVATION -31~ DIA .51 A INCLINED SHAFT EXCAVATION 31"" DIA .SIB TUNNEL EXCAVATION - MAN!FOLD ~514 CONCRETE LINING - HORIZONTAL 28~ ID .SIC CONC. LINING -HORIZ. · STEEL LINED 28"" ID .. SID CONCRETE LINING - MANiFOLD 8"' ID .51E INCLINED LINING - SHAFT 28" ID .51F MECHANICAL -INLET 2850 LF 460 LF 9t:JB LF . 1675 LF : ,, .. . ' ... . . ·~ 375 LF . .. . . . ·' ~ . .. ' ... ., 900 LF .. .. . ~ .. ,, • $ 2075.00 2316.00 766.00 19S8.00 1449.06 716.00 46EJ LF .. 195B.0EJ ' I I • ''· 1 LS :'. · .'. :.· . · 33670013 • 00 . . \ . ·~ 4,.253~750 1.,.065~360 689,.4ea 3,266.,.250 543.,.375 644,.400 897,.00B 3~367,.001?) ~~--~-----------------~----------~-~~~----------~~---~--------- SUBTOTAL.,.PAGE 16 ; .. ,. l , ·~ t • 14,.726,.535 ... .. . ; . ' I 11!!1.: : -~ . ' ' ~ 1!1!1' , I ·, .. . . ·~ . ' ~~ I!IIIIIJ ·~J, D!!llri .. , -·]·· ,... , ..... ,"··"' -:.\ \ ~ .... " 1 :W "' --,-,.vf;"J--, ••••-•u--.--·•-•r .... •• l -.. -.. .. .. .. . .. DATE ~RCH 26~1984 FILE NO 1563-103 PROJECT WATANA -FERC APPLICATION HARZA EHGIHEERIHG COf'PAHY FEASIBILITY ESTIMATE CL LEVY/RAM D/OEB> ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE . ------~---------~----~~----~~----~~~-~-~---~~-----------~~--~-- .51G MECHAM ICAL -OUTLET 1 LS .. tB4150EJa.aa 10,.415,.000 • • f" -~-------~~--~-------------------~----~-----------~-~------~--- SUBTOTAL,.PAGE 17 . \. ,.' .. SUBTOTAL-ACCOUNT 332.51 OUTLET 1F ·' • l .. • . . ~ "; . • l * • ,. t I • .•• • ' :at •• ; ; • ;· ~ ' .. • • .t : t .. • • I, • •• ', ·i:,~i;." .:1 :.1 i • • .... 0 "• 4 •t ~ ~-·~ '.: . • ....... ' . l' '!I I '·· : f ··~ ·~·: :··{· •. ; !. ~ i : I . I • •• ••• • I •• I' • • .::, ·! .:·t .... f ·: .. , ... ~: ··l "· . } • t ~ • '· •• ~ .... . :. . . · ... : /t.·r·: ;; ~: ;~. • .• , • ' ' • • I I ~ , • • •.I • '·.·•· ., '. ': '· ' . ·•. • j•, :.)' ... ~.· .,. • • ... " .!' ~ • q• • 1 ' • ; • .':: : •. t; .• ;. : • • ,& : • 0 o ~ f i ~ ~~ : I ~ : f I, l 1 t ~·••• r ';~ 'I f f, ! ! • • I . "" I. I ' ! ' , .. /::,:;':F :·:.! . , ·~ ·~ -.'. ,. • ~ • I • ._ .. f ,· ~ •I ~ t • t • .. . . . . ' ;-· i ; .. .. ' I, . ~ . 10,.415,.080 25~ 141,.535 ··-IIIII .. ... .. . . - : ··. ' I . •' I I 'I ' l ' • ... . • t::. ~ . . • . . ' t •t! .\ ... ' ~ l :; • ~· • ,· .... ' •. . t; :· o t 'I '.' ..• . ' . . . .. . . . ··: . ;' ... ·. . :: ~ • • t . ; . \ ... ... ~.' .. i . ; ( .: .~: ' .. i .. • . ~ ~ ~: j • 0 : • · .. '· t t ••••. ; 0 ~ • \ ... ... . :·· :. ... _. ot • • • I I~ •: ' . . ! • ., . J ~~·. :• ~ • . • .t ... I " I • . ·.': ~.:i.. . ·::: . '· .t. ,. '•. ' . ..... ; : •, .· .• .. -.. - ' ~---·--c-~-~-.-~"'·----~...,-··~--~~.---. -· -•---.-~--~~--·~--~.-------_.if';>.;;: "I T _.,..~!<· .~ . --.. ... 1111 ·~ -.. .. 1111 11!1 .. .. -.. 'liE ......... ·· DATE mRCH 26,.1984 FI~E HO 1563-i03 HARZA EHGINEERIHG. COMPANY FEASIBILITY ESTIMATE PROJECT l.JATAHA -FERC APPLICATION (L LEVY/RAN D/OEB) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE -~------------------~-~-----------~~---~~~---~-~~-------~--~--~ .. 52 MAIH SPILLWAY,. IHCL CIVIL t&KJRKS FOR OUTLET FACILITIES .521 COMMON EXC -APPROACH & CONTROL STRUCTURE 379000 CY .522 CONNOH EXC -CHUTE,. ... 3.13 1,.186,.270 FLIP BKT & OUTFALL 318300 CY 3 • 46 ' 1,. 101,. 31 8 .52A : I , RIVER CHANNEL ALLUVIUM EXCAVATION 1060000 CY 4.09 .528 ROCK EXCAVATION - APPROACH STRUCTURE ·.s2c ROCK EXCAVATIOA - CONTROL STRUCTURE .. 52D ROCK EXC -CHUTE & FLIP BUCKET .52F BACKFILL ' -. I· . . : . ~ . . f ! ~ , : • 1 t ! t , f ,, ~ :. •. • _ .. t· I l•'' •' 1096008 cv :. ·:t:. >.; 9.17 •· ~ 1 • . . . ~; .~ . ~ . ' ' . . . ·': ... ·::C-.·:=! ;:: • . . • • Jl. 274Et00 cv ·.'. ~: :.··. ; .. : .. 14.63 " ,. ~· .·t )~.; i~. ·.~. . . ::·<.~. t ·~.;~!' _;_·.. : '· ; ..... • : • • • f 1592500 CY . · .. :;·. :.; .·· :. . . 11.22 '' ~ •• ,. • •• t : .. .. , ·'· r ~ ! . .. , • _. t 1. • t • • • ~ t ~ ' 1 LS · .:, ·. 40000.00 .... ~ . . .. ~ 4,.335,.400 10 .. 058,.328 4,.008,.628 17,.867,.850 40,.000 -----~------------~----~------,~-----~-~-~~~---~---~------------ SUBTOTAI:.,.PAGE 18 ..• .. I ' I ' 38;589,.779 .. .. .. . t • ·~ i. ............................. IIU ....... DATE MARCH 26,.1984 FILE tiO 1563-163 PROJECT ~TAHA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UtiiT HARZA ENGitiEERIHG COMPANY . FEASIBILITY ESTIMATE (L LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE --·~------------------~--~--~-------------------------------~-- .523 DRILL&GRT -COHSOt. .524 . SPILLWAY COHCRETE .52G PIERS .52H DECK .521 GUIDE ~LLS .52J SLAB .52K OGEE .52L FLIP BUCKET & OUTLET DISCHARGE STRUCTURE .52M DRAIN GALRV AND AERATION GALLERY CONCRETE .52P GRAVITY RETAINING WALL ~ FLIP BUCKET 66800 LF · . ., 40068 cv 350 cv 11510 cv 3eJ800 cv 24800 cv. .• ' ' 28300 cv I .. ..... · ... . . ,. ~ f • •' •• t. • t ·:·.. . .. • :~ f ••• ',.' : ... f • •• ··~~ .. ~·~· ~··: '· . t - 18.80 1,.188,.888 195.80 7,.843,.748 588.05 205,.817 305.57 3,.517,.111 345.88 10,.653,.104 154.31 3,.826,.888 216.04 6,.113,.932 3710 CY · :' ....... 457.19 1,.696,.175 . 4. ·· ... ! .. 1000 cv 314.59 314,.590 •• I I ~·-------~---------~------------~-~---~-----~-~-~-----------~--- SUBTOTAL,. PAGE 19 .. 35;359,.365 • .· ,. ',1,' ... ·.· ' - !: ,. . ' .. ); ; .. -- r • ---, " .. of...., :o· •• .,. .. ----1111 ... -.. . ' ........,..__, ,____ .. ~ ~ .. DATE MARCH 26,1984 FILE NO 1563-183 HARZA ENGINEERING COMPANY FEASIBILITY ESTl~TE PROJECT WATANA -FERC APPLICATION (L LEVY/RAM D/OEB) . . . ITEM DESCRIPTION QUANTITY UNIT ~ UNIT PRICE TOTAL PRICE --~~--------------------------~-----~--~--~-----------~-------~ .525 15"' ROCKBOLTS 433 EA . t27.0e 54,991 .526 18' ROCKBOLTS 8100 EA · 85.00 688,.580 • 528 HALF ROUNDS TO DRAINAGE GALbERY 15008 LF 18.08 158,808 ... • 52N SP ILUJAY MECH&ELECT 1 LS .-' 2246588e08 2 .. 246,.500 .. . . -----------------------~-----~------~~~-~--~------~--~--------- SUBTOTAL,.PAGE 28 . SUBTOTAL -ACCOUNT 332 =52 MAIN SP I . . .. I ,. ·.·, ' . . . . J ) >-~. ~-• : .'· . ' ·~. : . ... .. f ; : .. 1: t.. . . '-~ . r ; ' .~ • .~ :• •. 'f ~ .. ~ ... ~ t .. ( ',: «·.~ 1 I)' I • \ .j il :-1 . .. . . '· . , .. . . ....... . ~ i •. • • .. "!: ,._ .... l t.4 : ••• ·~ \ . ; -·· "' ··!·. . . .. '. ~ _., ' .. ' '\ . .. ' f,• ! •• . ~ ' . ; . .. .. . : ' .. .. I It • I • 1 " ~• "'• o • • 3,.139 .. 991 77 .. 889 .. 134 .. . . ... .. -.. .., ' • 4o.,.••· .. '!'"" ... .., •"" ,,.,. .. .. . . . .. .. I .. . . ... .... . .. .... · ... ' •. 't •• . ~· . 'to I t : • ' . I • ~ • • ' I .:•, :: •, •· • •. ·" : ' •" '' ·, : ' .. . .. .. • • t, : : , . . . :· . . . : • '" I "" . ;· ·' ... .t. . .. 4 '. t ' .. ,. . .. \• ': .. I • . .,•',, I '· ·' I' ·, .. Ill- ... .. .-~-~~-~ .... -.-.-._---~--"-0'"..,_._~~ ........... _,..--~~~4'J';-~~ 0 , ~ '·""•'•<•!""""~!.1< ... ~--~-~~-~ ,.:...,.,., .. .,;....,,,..;~.o.;;.:..;,:.;;.:.""";-....:-...... ;.,.,~ .... ~~-• ..:.-::;;--~ •. -~:;:::-:-.._::._.:: .... ~-..:., ~.-,>·-·-----H, --~-· "'-, _____ ........ *, , '"'.-.----~·~-!7':.. .... -,.~ ·-~~,....~~---~~ W .,.,... ... ~.....-•=-!:! ,~ .... --.··~· ,,, ... ,.'!,...? '"'""""""''" ..... ''-"-.._~ . I ... --DATE MARCH 26~1984 FILE HO 1563-103 ~ . • • .. 1 • • -.. -~ ........ 1JB HARZA ENGINEERING COMPANY FEASIBILITY ESTIMATE PROJECT WATAHA -FERC APPLICATION (L LEVY/RAM D/OEB) ITEM DESCRIPTION QUANTITY UNIT UHIT PRICE TOTAL PRICE --~----------~--~--~---~---~--~~--~--~--~-~~-----------------~-~ .6 POb.ER AND OUTLET IHTAKE&APPROACH .611 COMMON EXCAVATION • 612 APPROACH - ROCK EXCAVATION .. 618 INTAKE ROCK EXCAVATION .614 CONCRETE .615 1•x1s~ ROCKBOLTS · .61C INTAKE MECH&ELECT .61D INTAKE BUILDING .61E. STRAND VSL ANCHORS INCLUDING INSTALL. • 61F DRILLING 11" DIA HOLES AND GROUTING . 423000 cv 1695300 CY 115300 cv 9640B CY .. . ·-,;-· 3.46 9.17 ... 14.63 J 325.29 33B EA ·· · ·.! 127 .ea . '• .. • I ~ \ • I t * ' f. . . . ',/ .· 1 'ls.: ·:. ·.:.. . . ·: ·~·7~aaa0. 00 ': ::·; '\:.' l : t f ._ ~ 1 • ._ ~ • J +. • · ·. 1 ·t.s . :~ . .' .> ·.·l2859B0.a0 ,· .... · t ...... . .. ' ! • -' : ~.. : I • ' se00 LF ·:· :··i ~·: · · · ·tea. ea 58EJB LF •' . '•_,. I • i • ~ ... . .. I' . .. 15.00 ·~463~586 15~545~901 1~686~839 31~357,.956 41., 9 U:J 8,.780,.000 L.285,.90EI 580,.080 87,.000 . --~~~~--~-------------~~~~-------~~----~-~------~------~-~----- . ' SUBTOTAL,.PAGE 22 . 68, 829,. 086 . ' . . . ........... 1111 ... .. --. . " ·:: ,• 1!11 ' 1!1'1 . 1111 . - DATE MARCH 26,1984 FILE NO 1563-103 ' ' 1111 fill IIIII 1111 .. Ill HARZA ENGINEERING COMPANY FEASIBILITY ESTIMATE PROJECT YATAHA -FERC APPLICATIOH <L LEVY/RAM DIOEB> . ' . ITEM DESCRIPTION QUANTITY UtiiT .. UNIT PRICE TOTAL PRICE -----~-~---------------~--~~~~~~-~--~-~---------~-~------------ .62 ~3794a0.00 INTAKE GATE 2 EA '758,800 .. . .. 63 BULKHEAD GATE 2 'EA 79480.08 158,800 .64 CIRCULAR TRASHRACK 4 EA 132400.00 529,600 ~-~---~---------------------------------~---------------------- SUBTOTAL~PAGE 23 SUBTOTAL -ACCOUNT 332.6 POWER IHT ~ . i I • . . •I .,., . ~ .. \ • ;.. .. ; · .•••. i : ·. : . :~.; ·' ' • ) l • • I I . : "! • l·.tr.'~!:~:·-• !. , . ' .,: :-,; . : / 1;;~;~ : :.: ·. I • • .. ' J • • • , •• •• t ~. •J 'i. 1 • • . . .: .:.: ; ·: {'.. . • • ... •• t .l t • • • • • '".'. t 0 ~' ;· ~ &. + I • ! t • • • t ~ • ~ .. . • ~ .. , I ~ ~ ~: .~ !.• • .. . . . · .. · : .· : • .. :",. I !' I / !'-t •• •t • ._, ; ~i!t~\. { • 0 •• '· ".t, It • .• ,o .... 1 .. .. . .. ..... . . . • ·.• • ~! ' 1.,447~~200 62,276,286 - .. •, I .. ' .. ~ 1 . . t 1£ .. .. ..... ~· ... fill . ·. '· I . .. .· •. ... . . ·• .~ .. . ' . . ;t~ .. ~ .;: .. ·~ ; . • . : • :~ • . ! " · ... ' ,:• ... . .. '" .... -· ' . \ '· ..... ' . .. .·:.~ . ·.; . ' ~.. . ~ t • .. i ' • ' • .. l !; . ' • . . . ' .... ·~· '• . . .. o o' '• • o I o ', o • I o' • ,; \ . . I I ,. . . .. .. lJal'. ' .... '1111 .. -•IIJI .. . , IWi .. .. .. DATE MARCH 26,1984 FILE HO 1563-103 PROJECT l&lTANA -FERC APPLICATION HARZA EHG IHEER lNG COMPA~l( FEASIBILITY ESTIMATE <L LEW /RAM D/OEB> ITEM DESCRIPTION QUANTITY UHIT UHIT PRICE TOTAL PRICE --~~~~-~-------~--------------~~---~~~-----~~~----------~------ .7 .· ----------------------~-~--~-----------~~~~~---------~-~------- SUBTOTAL,PAGE 24 ! "'~ .• SUBTOTAL -AeCOUNT 332.7 SURGE CHA ';· ...... I • I • , t : • ~. . . ' I ··. 1 ~ t ! ' I·. • .... ' 1 t •• t •• ,, ', J . ~ : t. : 4 .... I I :. . t. ,; _. : ..... , . . . . ·~~····~:·. '~:. t1 ~ I t t • t t 1 '-• ' ! . ' ~ ... ... .,.·: . !·. . ~· ~ ".. ~ ' t ; .. t f •• , ••.. ~:·.' ........ '. ·"'· .. , .... ; ... •' '' t.' .• ·1.: . I :• ,: ;• :. : I ·t·, t!: • . ; : • : t j ; ·:1· t". :.: ~f .. t t,} 0 ': 4 1 6 ~ * f f '-I '••'•' o • I. l ·• ! ~.:': ~: . ' '~. . ' . • ,.:, .. " ,, h. . , I : . . ... \ '. ~. ft ,, • { •• ~ ••• ~ • l ' . ,; ~ :: . l ~~ ! .. · ' .. ' 0 a 1111 .. I 1111 .. . ' I .· . '.! •t""J .. : tt .. • I .· .. .. • . .. Jill ... -... -'· .. '. I .. , .·, t • ,, t • :•· t ... .. . . . . ' . . ; . . ' • 'I ·' ··: .. . ' .. ' • I ..... . :• '.! ! : .. I . · ld. . : 1111111 11!11 .. ~ : ,, ~· . . . DATE n:\RCH 26,1984 FILE NO 1563-103 ~ 1111 ~ ' -~~~~--- HARZA ENGIHEERIHG COHPAHY FEASIBILITY ESTIMATE PROJECT WATAHA -FERC APPLICATION (L LEVY/RAM D/OEB) ... ,. '· . ITEM DESCRIPTION QUANTITY UNIT ..... · UNIT PRICE TOTAL PRICE ~--~-----------------~-~---~----~-----~---~~---~--~---~------~- .711 ROCK EXCAVATION o712 VENT SHAFT EXC 8.5 DIA .714 CONCRETE 6.5 ID .715 SHOTCRETE 2 INCH .716 SURGE CHAMBER COHC. • 717 DRAIN HOLES .719 t•Xt0, ROCKBOLTS .71C STOPLOGS,. GUIDES AHD FOLLOWERS STOPLOGS 40"'M X44"H • B PENSTOCKS .811 EXC -SHAFT -27"DIA 102000 cv rfo 54.00 535 LF 1290.00 90 LF .. 582.08 1 LS 28008.08 5100 cv . 377.00 15500 LF ·. 20.00 • t ~ f ~ ·~· ' 400 EA ·' ~ : : ·. :: 84. 00 · ~ . \ .. . .. J ! •, .· .. ', : .. -... .. 1 LS . .··•: · '1318208.00 . . . • "'·t • ... ~· • "~ . . • . . ~ i .. •' ! ~ l ; ~ " • • ., I 1808 .tF ;.;~;.:~; ~ f;: 2918.00 ; ·~ .. :' • • • .. j • I "'\too 5,.588,.000 690,.158 52,380 20,.000 1,922,. 700 . 318,.000 33,.600 1,318,.200 5,252,.400 --------------------------~------~--------~-----------------~-- SUBTOTAL,PAGE 25 I I ' •t "i . . . •, I . 151' 107,. 436 . ' ' All .. '-. ~ ' ~ r .. ' . .... -: .. .. , . .. . ~ .. . •. ~· e ~~~~~ ~ .... ;;;..e •• s: __ .,..Jwt,u.mt~ . l -· 1'8!!!1! ~ ~ E-~-M fl!l! ,. ·. t'!~,::q' fstsli 1111 i -111!11 ' 'Ill -:.:..!i .. DATE NARCH 26,1984 FILE NO 1563-103 PROJECT WATANA -FERC APPLlCATION ITEM DESCR.IPTION QUANTITY UNIT HARZA ENGINEERING COMPANY FEASIBILITY ESTIHATE CL LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE ~-----------------------------~------~~~--~--------~----------- .BIA EXC -HORIZ-27' DIA .812 EXC -HORIZ -21'DIA .BlB EXC -HORIZ -18'DIA .813 DRILL & GROUT-CONSOL .B14 PENSTOCK CONCRETE LUIER-SHAFT-24' .BIB COHCRETE LINER LINER-HORIZ 24' ID . etc CONCRETE LINER !iORIZ 18' ID • B15 CONCRETE LINER HORIZONTAL-15'ID • BIB STEEL LINER 1245 LF 690 LF 1200 LF 1 LS 1888 LF 1245:LF ,.: .. ~ .:,· ~··, • . • ! • ·~ • ,. • j ' -· t ~ .. _tt 1 : ·::\:~ i . . . ' }. .• ".,.: ,. ·l .. ' .. ~ ' 698 LF 1 • :· :,. ~ I ·~,: ~ ~ .. ·: ;:~. -: . : ' t. • .. • :~ .: '·. • • .. :·: .. !• .:·. • • : t~ < t 1200 LF ·.:t·: .' .. ,·. " I "'' .. .. . .. •; i. .. 1 B28 TOH .• . ·· : . . 1876.00 1342.00 1128.08 229330.00 3305.00 1950.80 !254.08 . 1045.00 2580.08 ·, • • : • I , , 2~335,620 925~980 1,353,600· 229,330 5 .. 949.,800 2.,427,750 865,260 1 .. 254,.000 4,558.,000 ~----~~~------------~---------------------~--------~-------~~-~ SUBTOTAL,PAGE 26 '" . ,. ... 5ucluliii_ ... ACCOUNT 332 :a PENSTOCKS : :< .. :'. ! ' 19 .. 898,540 34,997,970 tiiJI . :-. lllll ' . ' ' .. .. I, .· .. '· I !IIIJI .. .. ·-" '" l . ., ~::;. '0 .. "" !> ... ~ ~. ~!I t!!J! IMMA .i#4¥1 -~ teiH ~ ~ I!Jij DATE MARCH 26~1984 FILE HO 1.563-103 HARZ A EHG i HEER I HG .COMPANY FEASIBILITY ESTIMATE PROJECT lJATAHA -FERC APPLICATION (L lEVY/RAM D/OEB) ITEM DESCRIPTION QUANTITY UHIT UHIT PRICE TOTAL PRICE ~------------------------------------------~------------------- .9 TAILRACE .911 TUNNEL EXC. -37~ .912 PORTAL COt110N EXC .913 PORTAL ROCK EXC .914 TAILRACE TUNNEL CONCRETE -34p ID .91A PORTAL CONCRETE • 915 PORTAL ROCKBOLTS t•X25" .91C TAILRACE STOPLOGS GUIDES & FOLLOWERS .. • • :· ; 4 • I; j 20e0 LF . : · :. · .: . 2140. ee . ... • . • • j ~ ' . i; . ·: • 456e ·cv 3.64 31095 cv 14.10 2880 LF 1760.00 3B0 CV .. i.: .. ; ... 315.00 J J'; • ~ ' i .. ~ 4 . : . ,· ( t.; · .• : .f. • • o. ' 4 •• I~ ,J ~- #; ;'-•• : ~ •• • • .. ' .. t . . , . 11EJ.'EA . :· 'I' . . · t . ! 212 • 0fJ ~ -~ t ; -.. ; ~ . .; ~ (! ~.: ;•J .'i: : ·:, ~-~· .: -~ . . . . : . · .. ~ . .. ·~ ! t • " .1 ' . ' . I LS ... ·~. 'I ·388200.00 .. . ~ ~ ' .. • . . ( ,,• 1 t 1 _. • ·• I '' I t .. • f . ~. • I 4,451,200 . 16:>598 438 .. 439 3,.660 .. 800 94,.508 23,320 388,200 ________ ..,. __ ... _____________ . ___________ _, __ :_ __ . __ ... _____ ... _______________ _ SUBTOTAL,. PAGE 27 • i-* ~ ' .I , .. . . SUBTOTAL -ACCOUNT 332. 9 TA H.RACE . ' ' .. 9~"EJ73P057 9,073,.057 ' - · . . .. .i I ! .. . \ ·. ' ~ : ,, -.. ' . ... . ... . ' . -· -··· ...... , i . _..·: ... --II'JJ! ~--. · . DATE tftRCH 26~1984 FILE NO 1563-103 -•-f. PROJECT WATAHA -FERC APPLICATION I • •• ITEM DESCRIPTION QUAHTITV UNJT -all .,, .. HARZA ENGINEERING COMPAHV FEASIBILITY ESTIMATE (l LEVY/RAM DI'OEB) UNIT PRICE TOTAL PRICE ---~----------~-~--~-------~----------------~~----~~-------~--- 333 .10 WATERWHEELS, TURBINE & GENERATORS GUARD VALVES • 1 1 TURBINES & GOVERNORS ·.21 GENERATORS & EXCITERS 6 EA 1500000.00 9,000,000 6 EA . . 4500000. 00 27, 000, 000 6 EA 5800000.00 34,800,800 . . -~----~-----~-----------~--~--------~-~----------------------~- SUBTOTAL,PAGE 28 70,808,000 SUBTOTAL -ACCOUNT 333 'WATERWHEELS , . 79,808,000 I' .. -.-... -.... ... • : * • • t : " 'l ~ • ~ • ••'', ' ' • ,I' JO. i '.: : • { ! ' '• ! .• • ., •·• ·:· .,,· y ... ' •• ~ I ·~ • I •• ' t \ I ~ t .. . , j' . ~ :• ,I • f ' • .. I I ~· .. • . . ,,I I .. . ' ~ • ~ f .. ' I '~ ; ~. ·. ~; .. ... '·· ·: .. T. '• t '• , .. : : • • ~ I I : .. ,;\. ' . I I . ' I . . . .. ·' ' ' ..... • . . '• 1. ·~ -.-1a:; · · . · . ' . · ~A~C-ICA~ IRI •. ::ASI, ••• lTV . ..J•lt1A1.... . .. -LL-RAt-EB~-.. -... ·--- -.. ITEM ·'DESCRIPTION. QUANTITY UHIT UHIT PRICE TOTAL PRICE ----·-~------~~~-------------·-~------------~----~--~~--~~-~---~ 334 ACCESSORY ELECTRICAL EQUIPMENT 1 LS ~1200000.00 21~200-000 ' . -----~~-----~-------~-----~-------~---~--~~---~-~-------------- SUBTOTAL-PAGE 29 SUBTOTAL -ACCOUNT 334 ACCESSORY E .~. . . . . ' ~ ._ ...... . .. ' ~ .. .. •' •.. ~ .. tl .. f. :· •. • ·' ' ' • t 1.-~ \t : r. , ~ •• .:: ; ... J I .. ! 'i :i ;. I .; '•' ·. ! ' .. •• •• .. t~ J t .,1 .. r.~ , . -, ; ' ' t' • ' . ... ,'\ . ~~ ' I' , . . '~ t il ~ • ! • t • ~.: • •• • l ; I '' ' ..... ..~ ~ .f t: ~ • • . . ' ( ~ • t . .. ) : . :-f .. t • . I I : . . . . . . , 1 ·~ I . :'. i. ·:· '. . ... . .. '' ,• I ' ; ! • • l . .. ~ .. ·'' I. • ' .. ,._ l , •• .... • ,, J :. , • ·, •• • I " • • 1 ~ ... ' ·~ •• • t )' .· ' 21 .. 2004'060 21 .. 280,808 ' \ •· · . .. ·I .. i • , . ' . • '. . ' ' * ~ ' , , I •. • . • t: , . • \ • '; I ' . • ·,. • • > .:t; :· . ..~ ~. . .. ..... ·. j • . . ··• • ! :· .r .. • .. t ••• .. . .. _. ·' : . '. • • 1 I .. ,. ~·. r • SE'ft. ' i!il ~ Em I!I!'J-1111· ' --.. -.. .. DATE HARCH 26,1984 FILE NO 1563-103 HARZA ENGINEERING COMPANY FEASIBILITY ESTimTE PROJECT WATAHA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT (l LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE -------~~~--------------------~-----~------~-------------~----~ 335 HISC POWER PLHT EQUIP 1 LS 13890008.00 13,808,008 ---------------------~--------~------~-~---~---~---~----------- ; . SUBTOTAL,PAGE 30 13,.800,000 SUBTOTAL -ACCOUNT 335 M ISC ·POWER .. · 13,800~00€1 ' t l :"' ,·t. . . • -.·' ...... t ... .•, r .r !,'.· l • t 1: • ~ f • • J I l~ ,: .. ~-:; •. .:'I . 1 ••• • ••.• n ·.!. t . t • ··~--~ • •• ~.. ' • •. • .... ,... •• t' . .. •' . .: .: : ;. ~·: :· .. ·; ,'; ~ ·, .· •,\. l::·· :· .. · .. \ .. : 4 .·, ... : ' • I ~ •'· ... ~. • t ~· ... •. !i t ~I 1 .l ' • • t ; f ~r .. : . . .. . .. I : ... · ., •••. ,f t .. ~ I ' • ~· _t: :, ./ .. • I . . . ... '. I ... . . . l' •' ·' • • I ...... ~ I 1 I ... . . • t ~ .' •• t . • ' . . . •1. • ' ' . . ' I j . . . . . . .. ----- \ • • ~ ~ ;II• :. ·i· J .. ' '· I . ·, • ,, ! '" ... . .. .. ! ' ; .. ; 1 .. . ~ .. ·. l ---... .. ~· ~ ~ i!f,._q ·~ M'l ~ ~ JliM illU lilt ---.. -1111 ilil iiiil. DATE MARCH 26,1984 FILE HO 1563-103 . HARZA EHGIHEERIHG COMPANY FEASIBILITY ESTIMATE PROJECT ~TANA -FERC APPLICATION . ' (L LEVY/RAM D/OEB) .. . ~. ITEM DESCRIPTION QUANTITY UHIT · UNIT PRICE TOTAL PRICE ---~-~--~---~-------~-----~~--~-~~--~------~--~---------------- 336 ROADS~ RAIL & AIR FAC • 11 PERM. ACCESS ROADS • 12 SITE ROADS .13 PERMANENT ROADS .2 RAIL FACILITIES • 3 . i ' .. 1 LS ; 60930000.00 60,930,000 .: 4 J t ~ .. 20 HI. · ' 4871000.00. 97,420,000 6 MILES ! 1 LS: .• .. 504000.08 3,024,.000 45481000.00 45,481,000 AIRSTRIP 1 L~ . • 7010000.00 7 ,018,.000 ' ·. . ~ . l '• . t • ~ • ----------------------~--~-~--------~--------------------------'.; if . '· SUBTOTAL,. PAGE 31 · ··!· :·:-.: ·J .. : , ' :.'.:; • i ·:~ : ~·-:·; t; _.._ t • ·:· :• SUBTOTAL ... ACCOUNT 336 ROADS . RA U.:. ·t }: .r': · .· . t : ~ : • i :; •'f. ! I I .. •: ,. ·I· • t • .' o't ' I •• ff. 0 • d .. ' ,, : • !, 1 , ~ 1; •I "'•~ •• t ' l .... ~· o ' •• • I ' 1 1 • o ' o I • ... , .. · .... . I .. ~ ~ .• " I :· . t'; •• '• t ·, & ' . ,. ·~ . . .. . ~· ' 213,.865,.006 213 .. 865 .. 080 ' i I \ .. !' • • • • 5 ·:. : i ·: • • l ; .. t • : !"".. .. ' • •.• ' : i. ,' ... :! '. : ,, : . . . . ~ . ·: ; !' ,! I~ • t •: • • 1 . ' . . . .. ' i i . . ' : .• ,! . ... '·. : . '; • •• + __ ,.. . ': .. ' I • .. : .. ~ ~. .. .. .. ,. ~ . . ~J£Ui . . • 'J ,. ..... · ~!!!! DAlE MARCH 26,1984 FILE HO 15G3-Hl3 ·~ !!!!!! !!!!I I -~ -- . HARZA EHGIHEERIHG COJ-FAHY FEASIBILITY ESTIMATE PROJECT WATAHA -FERC APPLICATIOH (L LEVY/RAM D/OEB) ! i »ESCRIPTION QUANTITY UHIT .. UNIT PRICE TOTAL PRICE ITEM ... ----~------------~~~-------~-------~-~--~~~-~---~----~---~--~-- 358-359 . TRANSMISSIOH PLANT (DIVIDED INTO 10 UHITS FOR PROGRAM CONVENIENCE) 10 LS I 46880088.88 468,800,080 -----~---------------~-------~-------~------------------------- SUBTOTAL,PAGE 32 SUBTOTAL -ACCOUNTS 350-359 TRAHSM ! :. .. . ... I ,. . . . \'" f . . ... ... I ,:,. i' ~1 : ' I :· ., : • ~ • l !-, 1 ~ . .. J .• ; :· t : :!· ~ ;: : •• ••• .~ f ~; .,tolll'' .f :•"t ' I A~ : f :.:. ~ j ~ ! '. ~ .: .. .. .. . . . ·; .} . \. ' J i ot l I ,, ' .. . .. .:. }. ~ .. .. ~. , f '· I J ' • I < ~ • • • j t . . ' . ;/; . ·~· . . ' . 468,883,000 468,8B0p000 -..,., .. - ' ... . ' .. I .. :• . ' \ . •' ~ I > . . ~ < I ' .. ' .. ' . .; ~ I • I I i ' I I • • .. --.. iii1 . .. ,. "' ~i~ • II!!! I!!! !!!! . -1!!1 IIIli ~ --· .. . .... ' ""' ..;;, .DATE mRCH 26,1984 'FILE NO 1'563-103 ' PROJECT I.JATANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT I ' HARZA E~GIHEERIHG COHPAHY FEASIBILITY ES.TIHATE (l LEVY/RAM D/OEB) UNIT PRICE '(OTAL PRICE -----------~-~-~--~-------------~--~---~---~~------------------ 399 GENERAL PLANT 1 LS 5092008.00 5,.092 ... 000 -----------~----~------~--~--~---~~--~------~-------~-------~-- SUBTOTAL,.PAGE 33 SUBTOTAL -ACCOUNT 399 GENERAL PLA .. t .. I • .. • ·j '• .. • f ? ' · .. ,.;· ·~. : :. :. : .• .&! '.: ~ f ,·· .• :·· ••. ;1'' > ... ,,: . • . • .! ·;;. :' • Jf •1< •• ' •. )'. . • I' •'. • • I "' ' ' • :. ~ i ~ 1 .. l ,. ... . '· .... ·'; • ~ •• :--· • ! . :, ! ·; ~ !:!· . i: : . t ·' •• + •• : ,. :,: ,.· : .... ... ". t. I ' • ~ t' fl0 f 0 : .. ... .. .. "' •• ' ' f ~ l • ~ ' .. • ~ I • rt_. • ~< f • ' ~ •· • r .. . .. •' 1 t ~. • •• ~. f ' f •. 11 1•t.• 11 ••' •• I• • ... , It- • t * : • ~-I r -. .... ,. ; I •t • I t , ~ 4 ~. , I • : ' I ~· I ..... t o :' • ~ I f t• I ~ ! ' t • ' ' I ,"lf, I fl ... .. ' . I .. .. . ·. ' 5 .. 092,BBB 5 .. 9921>000 .. . •' ' f ; . . ... -.. .. , . ,, ,• i : ' .. . ' . ' ' .. I' o • : ! .... 1 •• • •• • I • '••' I ' ;. • I 1 , , ' ' 0 ~, . . I ' ' .. '· .• . . . .. ·. .. j • ' o; .. • i . . . ; ' . . ' I .. --iiil .. 0 ~ :,~ ~ j ! ~ a '!!!! .. e '~ ~ ~ lcJ.;u • .. 1111 ..... -... -iiil DATE MARCH 3Bp1994 FILE NO 1563-183 PROJECT LJITANA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT HARZA EHGIHEERIHG COMPANY FEASIBILITY ESTIMATE <L lEYY/RAMD/OEB) UNIT PRICE TOTAL PRICE -----------~---------------------... -----~-,..--------------------------~- (63) CONSTRUCT. FACILITIES .1-.5 CONSTRUCTION CAMPS & PERMANENT VILLAGE (DIVIDED INTO 18 UNITS FOR PROGRAM · CONVENIENCE) .6 CATERING & SUPPORT .7 ELECTRIC POldER .71 34.5 KY SYSTEM .72 CAMP POl.ER • 73 CONSTRUCTION POWER .9 CONSTRUCTION HEATING & VENTILATING .81 PLANT IS LS 13898088.88 13B~BB8~888 2227336 MD 62.38 138,.763,.833 I LS 2825880.86 2,.825,.888 68088 l1aJI 148.88 12,.328,.880 . 68808 ti.Ji 148.88 9,.528 .. 888 I LS 1168888.88 1,.169,.888 -----~---~-----~--~-------~----------------~~-----------~------ SUBTOTAL,.PAGE 34 294,.589,.833 • il!! . !51 15!.1 IE!!! !!!1 !!!!. I!!! ·II!! !!!'a ~!!!\! 1!!1 ---.. ... --.· --.· DATE MARCH 38,1984 FILE HO 1563~UJ3 ., PROJECT WATAHA -FERC APPLICATION ITEM DESCRIPTION QUAHTITV UHJT HARZR EHGIHEERIHG COMPAHV FEASIBILITY ESTIMATE (L LEYV/RAMD/OEB) UNIT PRICE TOTAL PRICE --~~---~-~-~~-~-~-----------~------------------~-~--~-------~-~- .82 OPERATION 2708 DAYS 2688.88 7.236p8BB -------~-------~-----------~-------~---------~------~-------~-- SUBTOTAL,PAGE 35 7.236,888 SUBTOTAL -ACCOUNT (63) COHSTRUCTIOH FACILITIES 381,824,833 , " p • ..... ' 'f!; •• , .. ,t" .• - ' •, ' INDIRECT COST REPORT ---~· . . ~~ !II •. .. .. ~'ffl'l' d"J4UA -. ~ ~.~._, .. (!!M .... ;~ UlTANA-FERC.APPLICATJOH FEASIBILITY LEVEL ESTIMATE "INDIRECT COST SUI11ARV •••••••••••a••••••••m•a•a l&a . '11111 ~ iJ@iiilij . • .. FILE • 1663~183 (L LEYY~RAM D-OEB) . ti'!RCH 26-1984 ---~-~-~~-----~~-~-~-~---~---------------~----------------~----~- -.. CONTRACT • 1 Di\IERSIOH TUNNEL & FACILITIES CONTRACT • 2 MAIN DAM EXCAVATION & GROUTING CONTRACT • 3 FDH TREATMENT.COFFERDAMS CONTRACT • 4 SPILLWAY EXC,.FHD TREATMENT-DRAINAGE GAL CONTRACT + 5 OUTLET FAC,.POWER INTAKE TUNNEL EXC & COHC CONTRACT • 6 POWER FACILITIES EXCAVATION & CONCRETE CONTRACT • 7 MAIN-DAM EMBANKMENT & RELICT CHAHHEL CONTRACT + 8 AGGREGATE & CONCRETE SUPPLY .16. 568,. 408 17,.351.758 24,.922,.588 28,.883,.258 25,.465,.388 41,. 291 ,. 988 36,.753,.280 /Ju r\'tn ·:r : f. '\,, j:j c 1.11 t\l;l CONTRACT • 9 SPILLWAY CONCRETE CONTRACT • 18 GATES & HOISTS OTHER INDIRECT COSTS-AMBULANCE,.SNOY REM,.HAUL ~OADS ETC 7,.198,.988 16,. 116,.988 4.691,.288 66.598,.15£1 ~------~------------------~---~---------~--~--------~------------~-TOTAL INDIRECT COSTS 271,.217,.538 --~~~-~--~----~~------~~~------~-------~--------~---~----~--------~ NOTES: (1) THE TOTAL INDIRECT COSTS ~RE ROUNDED TO $ 271,.228,.000 IH THE DEVELOPtEI'IT OF lliE MARK UP FACTOR. <2> FULL ELECTRONIC CALCULATOR .ACCURACY WAS USED IH DEVELOPING UNIT COSTS AND QUANTITIES,. SO THAT INTERNED lATE HUt-mERS PRESENTED DO HOT NECESSARILY EXACTLY EQUAL TH~ NUMBER USED TO COMPUTE A RESULT. (E.G. 3.14 X 18080 • 31,.415 BECAUSE •pJ• RATHER.THAN 3.14 IS USED,.ETC) (3) INDIRECT COST FINAL EXTENSIONS ARE IN GENERAL ROUNDED TO 4 SIGHifiCAHT DIGITS. ·t ' i ' ~ ! t I • r l I ; I • ··i.· .. -.. ... l., \ . ; . ·. .. d.JiiaJECW,SIJWir ~ ~ ill! IIIII 1~EC~D uf.:o\;t~cos·) & .. rOR: HL.a. · CDtmJftTS · · 181 DATE: HRRCH 2?~1994 HARZA 'EHGIHEERIHG COI1'AHY INDIRECT COSTS . .. ~ ' . lllll H0:~63iJii · .ES~ Ol!u REV. L LEW. ~~-----------~---~------~-------~~-----~~~---~~~----~~~--~-~-~--~~~-~-~~-- SUMMARY OF INDIRECT COSTS ••••••••••••••••••••••••• A. AMBULANCE SERVICE 12,.397,288 B. AIRPORT SERYIVE I 3~638,.888 C~ POYDER HOUSE. I 2,.921,.458 D II CAP HOUSE . J 23,.588 . I I E. COHSTRUCTIDH LIGHTING I 12,.488,.888 F. SHOLl REtllVAL 41'868,.888 ~ G. FUEL STORAGE & DISPATCHING 2,.334,.688 ' H. HAUL ROADS 22,.888,.888 --~-~--------~-~--------~---------------~----GRAND TOTAL INDIRECT COSTS 68,.598,.158 •• f. •• • • .. •·'-· . .. ..... . I ~ I I • . .. ' l . I, ' . •' I .. . ! • I .. ~, .. ' ~ . . . .•.. ! : .. I ' I ,. . . . I I' ' ·' -.. ... ·j: ... . . , .. ,; . ..,.I· ! q-j -M. r-: ! •. . tl 1 -; : "'RO~·· · • S~"iA -·-·.fAN~ 1m · · Ei&SUBJ!f¥: l~t:CT if!!&'fS ~tlLL LUrt fRA~ DATE: mRtH 27 ~~ t9B4 ~ HARZ A ENG I HEER lt~G COI'PAHV INDIRECT COSTS · -. ... ·. •t-..U:13 ' 1illllf!.e~e-­ REY. L LEW ROUNDED TOTAL ._.__,... _________________ .._..._-a _____ ,.. ___________ ...... _____ .. _____ ~----,_-~---.. •·-------------... -........ ae- A. AMBULANCE SERVICE ASSUME THAT THE AMBULANCE SERVICE FOR ALL CONTRACTS CAH BE SUBCOH- COHTRACTED TO A I;OHCESSIONARY" All~LJ ONE At'BULANCE FULLY STAFFED PER 2808 WORKERS AHD AN AVERAGE OF 5888 IHHABiTAHTS IH TH COHS- TRUCTIOH SITE. USE 2.5 AMBULANCE STAFF 1-DR IVER 2-PARAJ-EDICS L~BOR <A> SUMMER HRS• 24 X 38 X 7 X 7 • 35288 HO. OF MEN • 3 X 2.5 • 7.ffi (8) lJINTER HRS• 24 X 38 X 5 X 6 • 21688 NO. OF NEH • 3.9 EQUIPMENT PURCHASE OPERATION ( 18X) . 7.5 X 35. S.IHR 35288 •. 3.8 X 35. $/HR 21688. 4. UNITS 118888. 48. $/HR 10988. 9,.250-888 2"268"888 448-BBB 439-288 ----------------~~---------------------~----~---~-----~--------~----... ~~-~-----~ SUBTOTAL -A. AMBULANCE SERVICE 12,.397,.288 ---·--... ··• .. ' -·0<~-.. .., ..... ,.' ~ . ~;#@JRO-S-.A .. f&i£~·AH~ ~ .IDJ SUBJE~T: .INDJRECT COSTS FOR ALL CONTRACTS DATE: mRCH 27~1984 ~ ... --;·1-83-· ...... HARZA EHGIHEERIHG CDtFAHV INDIRECT COSTS EST. BY OEB ,. REV. L LEW ROUNDED lUTAL ---------------------~-----------.----.. ----------.-------------~ .... --.,-------------_,-.. _ B. AIRPORT SERVICE DUR IHG THE SU11"ER tllHTHS 2-6 SEATER AIRCRAFT LJILL BE PROVIDED FOR 7 MOS/VEAR FOR 7 YEARS~ DURING THE LJIHTER l1lHJHS (5 KJS/W) OHE AIRCRAFT LJILL BE PROVIDED FOR 6 YEARS. THE AIRCRAFT WILL BE ASSUMED TO BE RENTED AT $ 158/HR LJITH AH AVERAGE FLIGHT TINE OF 78 HRS/MO A) SUI1'ER HRS • 78 X 7 X 7 • 3438 $/PLANE • 3438 X 158 B) WIHTER HRS • 78 X 5 X 6 • 2188 $/PLANE • 2168 X 158 TLIJ PILOTS IH DAY TltE OHLV. A) SUt-tER $/VR • 268 HR/MD X 7 I 58 8) LJIHTER $/VR • 268 HR/MO X 5 I 58 SERVICE CREY (3 CLERKS) $ 2588/MO X 12 MOS 2. PL 8 514588. 1. PL I 315888. 2.8 X 7·. YRS I 91888. leB X 6. YRS I 65086. 3.,8 X 7. VRS I 38888. I . 1-829,.888 · 3t5~BBB l i I I 1,.274,.888 . j· l f f f 1 j .• i' '398,.888 I l 't I I . ' . i I I 63e~eee I ' I I I l . : --------------elll!----~-----------------~--------·-----c.-------------------------------.. . SUBTOTAL ... B. AIRPORT SERVICE 3~639,.888 ! .. -·- I I ~ .~ •. ., . l : I I '' j ~ ' . .. 'l L I I • J : { . ;.·! I I ! i. ,, I I .! I . . . ; I I II I . . .. I . I I • I • I. ! l I I ,, i -__ ;. ~ . ~ ., ....... : , I • . \ • . nRo~~ S~A • ~ .. · ... · · ... ,_ ······-<3U9 • I J;. CT --.::: Ia! .1111 ~~ •• ~183 .. ~.B~ DATE: MARCH 27-1984 HARZA EHGIHEERIHG COtFAHY ItiD IRECT COSTS REV. L LEW ROUNDED TOTAL -----~~---~~~~~~~--~-~------~---------~-----·-----~--~~------~-~---~-~~-~~~~--- Co POLJDER HOUSE OPEH CVT EXCAVATION BCV • 6,.188#888 QUARRY BCV • 14,.760,.888 LBS • 28,.948,.888 I •• UNDERGROUND LBS • 9,.688,.888 LBS/YR • 5,.896#888 LBS/HD • 727,.145 STORAGE CAPACITY LBS • 1458888 CF • 1458888/66 LBS,~F • 24,.308 CF SF • 24,.388/7 ~ 3,.588 REQD SF • 3,.588 X 1.28 • 4155 . EXCAVATiON (6" »EEP) BCV • 41S5X6/27 • 923 SERVICinG CREtJ 1 -POYnER DISPATCHER 2 -CLERKS --~-----------------3 tEH X 2 SHIFTS HRS • 1 B X 26 X 7 tn X 7 VR m 12748 HRS I $ 35/HR PICK UP NO OF 11lHTHS • 7 X 7 • 49. 58. $/SF 18. $/CY &.B )( 35. S/HR 1 • 8 )( 49. MD I 4155. 923. 12748a 688. 287-BBB 9-258 2,.675-BBB 29,.488 ~------~-----------~------~---------------~~-----~---~-~------~~---------~-----SUBTOTAL -C. POWDER HOUSE D. CAP HOUSE THE CAP HOUSE WILL BE ASSUMED TO BE 1/18 OF THE POWDER HOUSE SIZES c~RVRTIOH (6" DEEP) BCV • 458X6/27 • 188 2,.921,.458 59. S/S~ 458. 22,.588 10. $1CV 188. 1,.888 ---~------------------------------~----------·-~---~----~-----~-~-~-------------SUBTOTAL -D. CAP HOUSE 23,.589 llll ... .. r .. -.;-····--· ~' I' ·PRO~ ...... ;: Sl,..,, • NA .:.., 'Ain TANf.. : ~SUB~: I~ECT~rs ~ALLimTRAiitiiili DATE: MARCH 27~1984 e!! .mJII HARZA EHGINEERIHG COMPAHV IHD IRECT COSTS i ,,u ~ ' +1~n"·"'~U)3.____;_. . ~ lilt·. sl\l!ll:a liiiJ'J REV. l u;w ROUNDED TOTAL ~-~-------------~--~------~--------~----------~~~-----~-~---~---~---~--~---· ' E. CONSTRUCTION LIGHTING · THE CONSTRUCTION AREA IS APPROXU~TEL V SF • 28~880,.888 LIGHTING REQUIREtEHTS <PARKING LOT DOWTOLtl AREA ) B.~ ~TIS/SF REQD Kid • 11288 AT $ 8.135 /KIJ-HR HRS • 5 HR/DAV X 26 X 7 X 7 • 6378 $/HR • 11288 X .135 ·~ 1512 TOTAL COST S • 1512 SI'HR X 6378 · HRS LIGHTING MAINTENANCE CREW C 3 tEN> STADIUM LIGHTS WILL BE PROVIDED DURING THE CONST- TRUCTION AT A COST OF $ 128,.088/LIGHT INCLUDiNG ERECTIOH,.FOUNDATIOH & I.JIRIHG HUNBER AHD LOCATION OF LIGHTS ARE AS FOLLOldS: ________________________ w. _____ _ • LOCATION ~--------~--------------~---2-EtiJANKI"ENTS 2-QUARRY 4-ABUTr-ENTS 2-SPILLUlV 1-GRAVEL PIT 1-IMPERVIO~S PIT -------------------------~--12-STADIUM LIGHTS 1 .• LS 9631448. 9~638,.888 3.8 X 35. SIHR 12748. 1,.339,.988 . 12. LGT I 128888. 1,.448,.888 -~--~-----------~----------~------~~---~-------~--~--~-~-------~-~-~--~----~-~ SUBTOTAL -E. CONSTRUCTION LIGHTING 12,488,.888 -IIIII ,. • l .. ! - . . ,j .. --- :" i!a1PRlliiii'r: UrnA-rAt\\\=. 1m 1111· ·lim!! SUBJECT: INDIRECT COSTS FOR•ALl CONTRACTS DATE: NRRCH 27,19e4 , . HARZA EHG INEER IHG COI'FAHY lt~D IRECT COSTS - ROUNDED TOTAL --ll!llt----------------.-.·----------------------------.. -~--~-----------eYI--------------------- F. SHOLl REtllVAL . THE SHOW REMOVAL YILL BE PERFOR- MED USING .AH 8 HAN CREY FOR 5 tllS/VR , BHRS/DAV. lliiS CREld IS COMPOSED OF FOUR CAT OPERATORS AH 4 MEN OH MOTOR PATROLS. IT YiLL B ASSUMED THAT 58 TONS OF SALT YILL BE USED PER D~V .. LABOR: . HRS • 8 X is D/f'O X 5 )( 7 • 4288 HRS EQUIPtENT: CATS 11lTOR PATROL tllTERIAL: SALT: TONS • 58 X 15 X 5 )( 7 • 26259. SAV (26888) B.B )( 35. SAIR 4288. 4.8 X 7. VR a 69888. 4.0 X 6. VR I 38888~ 48. $ITON 26888. 1,.176,.888 1,.932,.808 728,868 1,.848,.888 ---~~~--~-----~--~-~---~~-~~-~----~---~-~~~-~~------~-~--~-----~-~~-------~--SUBTOTAL -F. SHOtd REl1lVAL G. FUEL STORAGE & DISPATCHING LABOR: 2 I"EN X 28 X 26 X 7 X 7 PLANT & EQUIP : STORAGE • 2888 TONS/MD ERECTION PUI"FS <4> GREASE RACK & ETC. 35o S/HR 69. ~/TOH I. lS 4. $.tEA 1. LS 58968. 2888. 158888. 28888. 288088. 4,.868,888 1 ,. 784&1 888 128,.888 158,.808 88,.888 288,.888 --~-~--~--~-~--~~~-~---------------~---~-----------~-~--~~--~----~--~--~~-~. SUBTOTAL -G. FUEL STORAGE & DISPATCHING ~.334.888 m·~ .. •l .... ~ .. .,. .. ~-; - - .. liaPROilil: st1iif.1A ~rAHkiJ .. ~ 111J sus~.:~. = I•!li .... ecr~s .-u" ALL~TRA~ .... &lii2. ~~~~~~ -:4tti-~B;IIIJ -: IB : -~~ .. l _.., .• B. --B . · DAlE: mRt:H 27,.1984 HARZA EH~IHEERIHG COMPAHV IHDIRECT COSTS ~EV. L LEVY ROUNDED TOTAL -------~----~--------~--------~-~---------------~--~---~--~~---~~--------~----- H. HAUL ROADS APPROXIMATELY 18 HILES OF HAUL ROADS ARE REQUIRE. THE COST LIAS DEVELOPED lH DETAil BUT IS HOT CONTAINED· IH 11US REPORT. $/MILE• S 2,2BB,.aBB ~B. 111 I 2288888. 22,.888,888 . --~-~--~------~----------------~---~-----~--~-----~----~~ -~~~-~--~--~ I ~9UBTDTAL -H. HAUL ROADS 22 .. 188,888 GRAND TOTAL .... INDIRECT COSTS ROUHDEI" TOTAL 68,.628,158 I MARK UP FACTORS I' !. . ~ ___ ,. J'!&:A ~ l!fJM ~i IJ!ll'!l!!l, ii!!!!JiiD ·~· II!!!!J; f!!!!!lll· ~;· 11!!!!!!!11' ~ ~ ' . ; ~ ~ '_ ~ .... . iii"=iii'J l !t.~'!'!l ~( --~ --r _..,J; -.J. PROJECT: L.RTAHA -:· FERC APPLICATION NO .. •1563-183 TYPE: MARK UP DERIVATION . EST. BY RAM D/ DATE: mRCH 36~~1984 & REV. OEB.IL LEVY HARZA ENGINEERING COMPAHV MARK UP DERIVATION --~---------------~--~-----------------~---~-~~~--~---~~--~---~~----~-~------~~ • tllRK UP SUtmRY R··················~····· A. INDIRECTS & ADMINISTRATIVE B. mBILIZATIOH & DEI1lBILIZATION , C. INSURANCE D. FINANCING COST E. PROFIT 271,.2284>808 17"778,.808 8 75-630,.980 143,.608,.808 -~---------------~-~----------------~---~~------ (1) TOTAL INDIRECT COSTS (2) TOTAL DIRECT COST 5BB,.22B,.BBB 2,.897,.615-871 ---------------------------------~~------~------(3) TOTAL PROJECT COSTS <4> TOTAL-'LAHD & LAND RIGHTS,. ,.MECHANICAL & ELECTRICAL ,.CONSTRUCTION CAMP & FACILITIES AND MITIGATION (3) -(4) 2,.595,.835,.871 1,.175,.581,.833 MARK UP FACTOR • --------------------- (2) -(4) 2-595,.835,.B7i -1,.175,.581,.833 . ----~--------~------------~-------~-----~-2,.697,.615~871-1,.175,.591,.833 1-428,.254,.838 • ---------------• 1.557237486 912,.834-839 NOTES: Cl) NECH & ELECT ITEMS INCLUDE INDIRECT COSTS AND PROFITS (2) NOB & DEMOB OF AGGREGATE,.COHCRETE BATCH & MIX AND DRYING PLANTS INCLUDED IN THE DIRECT COST ITEMS. (3) THE TOTAL PROJECT COST INDICATED ABOVE WOULD BE SLIGHTLY DIFFERENT FROM THE GRAND TOTAL ON THE LAST PAGE OF THE PRICE REPORT DUE TO ROUNDINGS OF THE UNIT COSTS. "-!-·•·.... .. ... .. ~.:-~ •· --J, ..-.J; ~I ... ''. l.t .; ·I ~ I , I .I . ,. ~OJ~~~1WM-FftaiAPPfftfiriOfP!II TYPE: MARK UP DERIVATION DATE: MARCH 26~1994 IIIII .. HARZA EHGIHEERIHG COI'PAHY MARK UP DERIVATION -· ....... ntl. waoo3-ltl.) ESTo BV RAN D/ & REV. bEB/L LEVY - ----~--~~~----~~~--~---------~-~----~--~--~---------~-~--~-~----------~----~~-~ A. f1lBILIZATION &. DEtiJBILIZATION THE SHIPPING COSTS WHERE DETERM!NED BASED OH THE COSTRUCTIOH EQUIPtEHT USED FOR THE PROJECT. SHIPPING TOHS: •••••a•••••••• <1> EARTH MOV!HG EQUIP 59-238 TONS (2) UNDERGROUND 11 16,.778 • (3) CONCRETE • 4,.888 • ----------------------------------TOTAL 79,800 TONS THE APPROXIMATE SHIPPING COST PER TON IS $225 FRON SEATTLE AREA. <USE 18 UNITS FOR PROGRAM CONVENIENCE) ***** 1. 79808. 1?..,770,.888 ---~----~-----------------~----~------~----------------~-~---------------------SUBTOTAL -B. MOBILIZATION & DEMOBILIZATION 17.,.778.,.008 -: ... -:-· -; -: -, .. . . , ... •:r po,~1oJ.l,;~MU\m-F•APPmr.IoP TYPE: tvlRK UP DERIVATION DATE: MRCH 26,.1984 ~~ -~ HARZA ENGINEERING COMPAHV HARK UP DERIVATION 'i!ll!t ... 1111 1 I , I • ( ~ ~ -· • ' •• ., ,,,.-1:"11 ___ , •.• 1~-t·=· ' nu. ,.,...,ti.:J u,;, EST. BY RAH D.t & REV. OEB/l LEVY ~-:1'llililill ,_ ,...._. ;~ l~.~~~~.~ -~~~---~-~~--~-----~~-------~---------------------~-~~----~~-~---------~~--~~-- c. INSURANCE THE BID Al1lliNT IS APPROXImTE- LV $ 2,.680,.000,.888 LESS THE t'ECHANICAL,.ELECTRICAL & OrnER $ 1,.165,.391,.033. THEREFORE THE NET BID AMOUNT FOR WHICH INSURANCE HAVE HOT BEEN PROVIDED IS: .$ 2,.600,.000,.888 <APPROX) - $ 1,.163,.981,.833 ---------------$ 1,.436,.818,.967 THE INSURANCE COST IS 1.2 X OF THIS AMOUNT OR $ 1?,.232,.886. FOR THE PURPOSE OF }HIS ESTIMATE IT IS ASSUNED THAT THIS COST WILL BE BORNE BY THE O~ER. -~---------------------------------~-----~--------------------------------~-~--SUBTOTAL -C. INSURANCE 8 -·-... ·" .. i~ :.. 1· d~KOJ~~~;;·'un~:.~~-F[~'i;JAPP:~ .. Z~TI o.~~­ TVPE: n=tRI< UP DERIVATION ~ ~ DATE: n\RCH 26,.19a4 HARZA EHGIHEERIHG COMPAHV MARK UP DERIVATION -. . . . ~ m!l!!!llllll! ~ '~ ~· ~ .. ~. :,...,v3-h.,.., EST. BY RAM D/ & REV. OEB/L LEW ~~-----------------~-------~---------~---~------~-----~~--~~---~---~------~-~~- D. FUIAHCIHG COST THE APPROXIMATE COST OF THE PROJECT IS $ 2,.600,.008,.008. -CASH PENETRATION (CP) FOR THE PROJECT PER MOHTH IS AS FOLLOWS: CIVIL WORKS COST CP • ---------~------• OF PERIODS $ 2600 -1164.0 -288.0 . ----------------------a YR X 12 l1l $ 1236.0 . -----------96 • $ 12,.a75,.000 /PERIOD ~~E $ 200,.000,.008 AMOUNT SHOL.tl ABOVE INDICATES THE BID PRICE OF MISC ITEMS INCLUDED IH THE CIVIL COSTS OUT OF THIS TOTAL CASH PENETRA- TION FOR THE JOB IT WILL BE ASSUMED THAT THE CONTRACTOR WILL REQUIRE ONLY 85 n FOR HIS DIRECT COSTS. THE INTEREST RATE WILL BE TAKEN AT 15 n PER YEAR OR 1. 25 n PER MONTH FOR 1.0 MOS. $/PERIOD D 12.975 x .as x e.012s • $ 136,.908/PERIOD -HOLD BACK COSTS YILL BE 18 X OF THE san REVENUE OLED · TO THE COtHRACTOR. THE REVENUE WILL BE HELD FOR 5 YRS. 96.08 PER 8 136800. 13,.138,.800 ~ ~ .. .. _, ..... , lf' ... '• I ! ·~t!OJ~~~; lJAT~~-F~~'b'1 APP:;~~TIO-~ T\~E: MARK UP DERIVATION ~ ii!!i';.~ DATE: mRCH 26,.1994 HARZA EHGIHEERIHG COMPANY MARK UP DERIVATION ~ ·~· ... -.,\). :.,... • ..,..,3-1 t.~~· . EST. BY RAM D/ 8. REV. OEB/L LEVY ---~~-------------------------------~-~--~--~----~--~-~~--~-~--------------~~~~ D. F.IHAHCIHG COST THE APPROXIMATE COST OF THE PROJECT IS $ 2~600#800,080. -CASH PEHETRATION (CP> FOR THE PROJECT PER NOHlH IS AS FOLLOIJS: CIVIL WRKS COST CP • ----~-----------• OF PERIODS $ 2688 -1164.8 -208.8 . --------------------~- 8 VR X 12 l1l $ 1236.8 . -----------96 • $ 12#875,888 /PERIOD THE $ 288~880~080 AMOUNT SHOWN ABOVE INDICATES THE BID PRICE OF MISC ITEMS INCLUDED IH THE CIVIL COSTS OUT OF THIS TOTAL CASH PENETRA- TION FOR THE JOB IT WILL BE ASSUMED THAT THE CONTRACTOR WILL REQUIRE ONLY 85 X FOR HIS DIRECT COSTS. THE INTEREST RATE WILL BE TAKEH AT 15 ~ PER YEAR OR 1.25 X PER MONTH FOR 1.8 MOS. $/PERIOD • i2.875 X .85 X 8.0125 • $ 136,888/PERIOD -HOLD BACK COSTS WILL BE 18 X OF THE 58X REVENUE Ot.ED ' TO THE CONTRACTOR. THE REVEHUE MILL BE HELD FOR 5 YRS. 96.08 PER fl 136808. 13,.138,.880 ~ .. ~ ~· ... ..... u·· ... •. I INTEREST FACTOR • (! + .15) )(utc5 • 2.81 COST • (2.81 -.1> X 61.88 l.BB LS $ 62418808. 62~5ttB~8BB ~~------~---~-~-----------~~-~~-~--~-~~----~--~----~--~---~~~------~----~-~----SUBTOTAL -D. FIHAHCIHG COST ,,, 75~638,.008 ' IIIII lEI: 1181 .... - .. ,., E§i§iJIJE-~JAT ~ F ~pp i5!5 10 11!1 £1! TYPE: MARK UP DERIVATION DATE: MARCH 26-1984 1!!1 -e I iJ!!!I-11 11!!11 EST. BY RAM. D/ HARZA EHGIHEERIHG COMPAHV MARK UP DERIVATION & 'REV. OEB/1.. LEVY - -----------~------------.-----------... ------------~-------.---------''-"" ............ ---~--------~~ .... E. PROFIT THE PROFIT Ylll BE TAKEH TO BE ~8~ OF THE TOTAL REVENUE LESS NECH,ELEC CAMP AHD OTHERS HET•<26BB -1164~0> (JH HILLIOHS) 18.8 X OF 1436BBBB06e 143,608,886 ~ ~~---~-------------------------~-------~-~--~--~---------~--------------------~ SUBTOTAL -E. PROFIT 143,688-808 1!11 liD ·--....... ... i' ESTIMATING CRITERIA I I , "'-·-' :; ' ~ 'I ' ' 1.· li. ·-~ ·~ n -~ ....... ~.l \ lJ w. ,1""'-~:: c ·- ~ ,._..,__.· 0' ' ' ' ~.~ ~· ; ' ' ' ·ni ' ' ' ~ ~ I i\ U' ; ; l :·4.;1 ~1 ,J_! -I ur '' ·.~ . ,, ....... u: - { u· ' ' ' -·'-,. I l I l } ' E ' . ' I l· t ~ r "~ i r {:; !" ....,~_' l ), '\ l I .. • - ----·· - I -.;; Basic Estimatinq Criteria and Assumptions I Project: .. · SUSITNA -WATANA DAM ~-.. No. 1563-103 I FERC APPLICATION Date: MARCH 1984 ----------------------------~------------------------ Level of Estimate: ___ F_E_A_s_I_s_r_L_I_T~Y~ ____________ Date Required: MARCH 1984 I Price Level of Estimate: ALL .PRICES ARE ESTABLISHED AT JANUARY 1982 . . LEVEL AND THEN ESCALATED TO JANUARY 1983. ~ .. 1 . ~ ' Currency: UNITED STATES DOLLARS : -~ Basis of Labor Rates: aASED ON UNION AGREEMENTS PREVAILING IN THE --··'1 ----------------------~·--A-LA~8-KA~---A~R-E•A------------------------------~-- ; .I .I Basis of Equipment Rat:.(~S: COST REFERENCE GUIDE AND EQUIPMENT --~~~~~~~~~~~~~~~~~~------ • RENTAL BOOK I Basis of Material Prices: OBTAINED FROM SUPPLIERS & ENR ~ I m Overhead & Profit Allowance: DEVELOPED INDEPENDENTLY I II Escalation Allowance: . 4.3% from JANUARY 1982 TO JAN 1983 I --------------------------------------------------------------------- ST & S Allowance:----V~A~R~I~E~S~F~R~O~M~S~T~0~1~5~%~0~F-=LA~B~O~R~CO~S~T~S~----------- II Remarks: ____________________________________________________________ _ ·II d ' ·o u D MATERIAL COSTS 11 I . ! ' 1' ' !1 . ! ... .: 1! ,·' I I· ,. o~ ·I! ' 1f l n:· ·',1 l il' l: o~ . I . 01 i ' lT ! ; : 0' ~ :r ; ~ . . D' : ' ! . nl i: /i .. (· j.l !: u·~ ,): . n·· •. I• . n·· . . . l . fl! \ ' 'U.' . l : !.; ···J ' II .. ~~ .-... 4 .I. l'l ... • ----·· Jlllll 1!111 ....... -........ , -ll!IIM:-.. -· -=:a. ~. ... ~ ~; ~~.· ··- SUSITNA -MATERIAL COSTS ••••••••••••••••••s•••ns MSCODE LPRICE FPRICE UNITS DESCRIPTiilH --------------------------~-----~--------~~~-~ Ill • 2 ·a •. lf Blls & Ste~l -Drlft2r 112 • 13 e . lf Blls & Steel -Jack!9~ 121 3.5 e. If I • Rock Bits W/Resln 122 .as 8. Lb Steel Rtbs 131 12. e. If Air & ~ter LlnQs 133 10. 8. If iB " Vent Line 134 !3.5 e. If 24 • Venl Lin&» 135 17. B. If 38 ° Vent Line 136 22. 8. If 36 • Vant. Line 137 38. 8. lf 48 a Vent. Line 301 82. 8. CLI Concrete 382 109. 8. Cl.l Shotcreta Dr1.1 Mix '12 58. B. EA PRitERS 14 .5 a. LF PR1t£RCORD 51 .4 e. LF DRILL e.:TS & STL-3.5=D • 54 1.7 B. LBS EXPLOSIVES 199 12 .. e. sv SURFACE COURS~ 198 12. 0. sv RESURFACING 197 15. 8. cv BASE COURSE MTRL 451 1.4 8. GAL FUEL 79 18. 8. cv GRAVEL . I . I I I 1 ., :1 . .I :I I .1 .1 :o I I :1 I I I I WATANA -FERC APPLICATION FEASIBILITY LEVEL ESTIMATE CCST REPORI' SUMMARY -=== ==--== === -ACCOONT 330 !AND & IAND RIGHTS . -ACCOUNT 331 ~SE -ACCOONT 332.1 RESERVOIR,DAMS & WATERWAYS -ACCOONT 332.2 OIVERSIOO 'lUNNELS -ACCOUNT 332.22 U/S COFFERD:\M · -ACCOONT 332.23 0/S COFFERIWt -ACCOONT 332. 3 MAIN Ill\M -ACCOONT 332.4 RELICT CHANNEL -ACCCXJNT 332.51 OOTIEl' FACILITIES -ACCOONT 332.52 MAIN SPILD1AY -ACCOUNI' 332. 6 PCMER&OOTLET INTAKE M"D APPR. -ACCOONT 332.8 PENS'IDCKS & SUICE CHAMBER -ACCOONT 332.9 TAILRACE -ACCCXJNT 333 WATERWHEEIS, 'ItJRRINE & GENERA'IORS -ACCOONT 334 ACCESSORY ELECTRICAL -ACCOONT 335 MISC PCH!R PIANT B).UIPMENT -ACCOONT 336 RClAIE ,RAIL FACILITIES & AIRSTRIP -ACCOONTS 35Q-359 TRANSMISSION LINES -ACCOUNT 399 GENERAL PIAN'!' -ACCCXJNT (63) CONSTRUCTION CAMP & FACILITIES -ACCOUNT ( 68) MITIGATIOi~ GRAND 'IOTAL .., DIRECT COS!S ==-I g -Q --= :====:= -------=--=----:..:.. FILE i 1563-103 (L LEVY/RAM 0/0EB) MARCH 30,1984 51,000,000 44,603,718 30,862,500 62,513,283 11,784,370 1,727,243 514,326,742 37,639,000 25,141,535 77,089,134 62,276,286 34,997,970 9,073,057 70,800,000 21,200,000 13,800,000 213,865,000 468,800,000 5,092,000 301,824,033 29,200,000 2,087,615,871 M£®~4 t3I£ ML@ iYi4 lULl I~~~ "-M 1111 11!11 fM 1111 1111 -Ml 1111 -.. / -- DATE MARCH 26~1984 · FILE NO 1563-103 PROJECT tJATAHA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UHIT HARZA ENGINEERING COHPAHY FEASIBILITY ESTINATE CL LEVY/RAM D/OEB) UHIT PRICE TOTAL PRICE --~---------~---~---------------------------~------~------------ A SCHEME 21858 CFILL TYPE DAM> 330 ' LAND & LAND RIGHTS 1 LS steeea0a.ea 5t#aee~ae0 ----~------------------------~-----~------------~--------------- SUBTOTAL#PAGE 1 51#006#800 SUBTOTAL -ACCOUNT 330 LAHD & LAHD 51,006..,000 ., • .-. · ._ ... :... :t1.lA .JM ·~ ·~a 1111 IIIII .1111 IIIII 1111 -Bl .. -.. DATE' MARCH 26 .. 1994 FILE HO 1.563-103 PROJECT l.JATAI-IA -FERC APPLICATIOti ITEM DESCRIPTION QUANTITY UNIT HARZA ~tiG I HEI:RI NG COMPANY FEASIBILITY ESTIMATE (l LEVY/RAM D/OEB) UNIT PRICE TOTAL PRICE ---·------~-----------·----.... --------·------------------------.------ 331.1 UNDERGROUND POWERHOUSE .11 POWERHOUSE & TAILRACE .111 EXCAVATION -. ROCK 168000 CY 51.00 8 .. 568 .. 000 • It 13 DRILL & GROUT U/S OF PH 44730 LF 19.08 849 .. 870 .114 CONCRETE 43500 CY 249.00 10 .. 831 .. 500 .117 DRAIN HOLES 44430 LF 15.00 666 .. 450 .118 METALWORK 1 LS 1818250.00 1 .. 818 .. 250 . • 119 ARCHITECTURAL 1 LS 736500.00 736 .. 508 .11C MECHANICAL 1 LS 1132400.00 1 .. 132 .. 400 .12 . :: ACCS. TUHLS&PORTALS .120 I 35 .. X28 .. EXC 2970 LF 2017.00 5 .. 996 .. 490 ~------------------------------------~-----------------~~------ SUBTOTAL .. PAGE 2 30 .. 593 .. 460 ' 1111· .1111 N.il I{M IM1 JWsi!il. ,_. .a! llliJ -I!Ia· ·lilt 11111· IM1. -· -II& -.Ma' DATE ~~RCH 26,1984 FILE NO 1563-103 PROJECT WATAHA-FERC.APPLICATION ITEM DESCRIPTION QUANTITY UNIT ~ HARZA EHGIHEER!HG COMPAHY FEASIBILITY ESTIMATE (L LEVY/RAM D/OEB> UHIT PRICE TOTAL PRICE ---~--~-~-----------------------~---~~~--~---------------------- .121 2.1 'H X 25' W.H.S SURGE CH. ACCESS 180 LF 1853.00 333,540 . • 123 DRAINAGE GALLERY lEt'XlEt' EXC 579 LF . ?07.00 482,990 .12A ACCESS PORTAL & ROAD COM EXC 94420 cv 3.64 343,689 .128 ACCESS PORTAL & ROAD ROCK EXC 71790 CY 14.00 t,a05,.e6e .12C VENTILATION GALLERY 14' H X 12' W H.S. 560 LF : 850.813 476,000 .124 PORTALS CONCRETE 608 CY . I .. 274.00 164,400 I .125 TUHNEL SLAB COHCRETE 1690 CY. 204.00 344,.760 .126 PENSTOCK ACCESS PLUG CONCRETE 7275 CY . 127.00 923,925 • 129 MAIH PORTAL DOORS 2 SETS 62910.06 125,820 ... -------------~----------~~---------~-~---------------------~--- SUBTOTAL,PAGE 3 4)120,184 ' ~lARCH 26 .. 1984 .. I'!Of_§JA3-1 ... lfll1 riU ·- PROJECT WATAHA -FERC APPLICATION ITEM DESCRIPTION QUANTITY UNIT UNIT PRiCE TOTAL PRICE ~-----------~----~----------~--~~----~--~~-----------~--------- .!3 ACCESS SHAFT oJ31 ROCK EXC 23~ DIA .134. CONCRETE LINING 20~ ID .138 MISC. METALWORK .. 13C ELEVATORS .14 FIRE PROTECTION HEAD TANK .15 BUS TUNNELS •. 151 EXC HORIZONTAL 22X22 .152 EXC INCLINED 16Xl6 • 154 BUS TUNNEL SLAB CONC .16 TRANSFORMER GALLERY • 161 EXCAVATION 740 lF 740 LF 58 TONS 1 LS 1 LS 156 LF 282 LF ··350 cv .. ' . . . 26200 cv ' .. :;· 2359;00 1,745,66el 1493.06 1,104,820 2580.00 125,008 595906.00 595,900 302480.00 302,408 1846.00 287,.976 1532o00 432,024 204.00 71,400 54.72 1,433,664 ~---------------~-----~~-----~--~-~----~--~--------~------~~--- SUBTOTAL,PAGE 4 6~898,844 ' -...... --.. - . . ,mg~·~~~ER~LI-~; ·--~~r·;~,.~~p . lllfl ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE -------------------~---------~-------~--------------~-~-------- .l64 CONCRETE SLAB .167 DRAIH HOLES .17 BUS SHAFTS .171 EXCAVATION 18.5 DIA .174 COH. LINING 9.8 DIA .17~ MISC. METALWORK .179 ENCLOSURES <ARCH.) .170 MAHHOIST .18 CARE OF WATER .19 IHSTRUMEHTATIOH .2 MISC. BUILDINGS & STRUCTU~ES 2180 cv 204.00 444,.720 8300 LF 15.00 124,.506 560 LF 1266.08 708,.968 560 LF 886.08 451,.360 9 TOHS 25e0.e0 22,.500 1 LS 28700.00 28,.700 1 EA 131470.08 131,. 470 1 Ls · t • .' • ·: 334120. 0a 334,.!20 ...... • 4-,.. ' . ~ .. ' '0 •• • 1 LS · ·. 429088.00 · 429,.000 1 LS . · 11159136.00 1,.115,.900 --------------------------------------------------------------- SUBTOTAL .. PAGE 5 SUBTOTAL -ACCOUNT 331 POWERHOUSE ' ' 3,. 791,.230 44,.603,.718 -_, . --·-······-. LUI -........ . •!' • . -.. -· ... -.. ... --iililf -· -~ -rli11( ,..: ... -- DATE MARCH 26,1984 FILE NO 1563-103 PROJECT WATAHA -FERC APPLICATION ITEM DESCRIPTION OUAHTITY UHIT HARZA ENGINEERING COMPANY FEASIBILITY ESTIMATE <L LEVY/RAM D/OEB> UNIT PRICE TOTAL PRICE -------~--------------~------~~~--~~-~~~~--~----~---~---------- 332 • 1 RESERVOIRS, DAMS AND WATERWAYS RESERVOIR CLEARING I 37500 ACRES 823.00 30,862,500 -----~---------~----------------------------------------------- SUBTOTAL,PAGE 6 SUBTOTAL-ACCOUNT 332.1 RESERVOIR .. ' J :: . : <t •• .- . .. . ·.· . . ~ ~ . . . -. •: . i I 'I • . " 30,862,500 301'862,500 .. •I . . t : .. .· . :c: ·:-