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COOPER DAM STETSON CREEK DIVERSION OPCC 8-24-2012
Prepared For: CHUGACH ELECTRIC ASSOCIATION Opinion of Probable Construction Costs STETSON CREEK DIVERSION AND COOPER LAKE DAM FACILITIES 24 AUGUST 2012 Energy & Industry Cost Management Group Report Book Table of Contents Section Basis of Estimate Report ............................................................................. 1 OPCC Summary Reports .............................................................................. 2 Markup Summary Report Bid Form Report Item Cost Summary Report Activity Summary Report OPCC Detail Report Estimate Line Detail Report ................................................................. 3 OPCC Resource Summary Reports ............................................................... 4 Labor Hour Summary Report Equipment Hour Summary Report Materials Quantity Summary Report Subcontract Summary Report Construction Schedule ................................................................................ 5 Section 1 Basis of Estimate Report Prepared Reviewed Reviewed Accepted Any opinio represent M MWH, such MWH has competitive factors tha the OPCC is constructio Confid O Ste Ba OPCC No Date Issu Revision AACE Cla Accuracy Currency OPCC No Date Issu Revision AACE Cla Accuracy Currency E & I Cos by: L d by: Jeffre Pro d by: David Lead by: He P ons of probable co MWH’s best judgm h opinions or eval no control over e bidding environ at may affect the O s a “snapshot” in t on bids or negotiat dential Document. pinion o etson Cre asis of Est o.: DC‐0 ued: Augu n No.: 0 ass: 2 y: ‐10% y: USD o.: DC‐0 ued: Augu n No.: 0 ass: 2 y: ‐10% y: USD st Managem Don L. Crone Lead Estimator ey G. Coleman ject Civil Engin d P. Thompson d Project Engin ather R. Willia Project Manage onstruction costs ment as a design p luations are based the costs of said ments, unidentifie OPCC, the project time and that the ted prices will not All rights reserved of Prob eek Divers timate Re 01 ust 24,2012 % to +10% 01 ust 24,2012 % to +10% ment Dat r , P.E. Dat neer n, P.E. Dat neer ms Dat er (OPCC) prepared professional famili d on upon current d labor, materials ed field conditions budget or negotia reliability of the O vary from the Clie d. No duplication o bable Co sion and eport te: August te: August te: August te: August by MWH, includi ar with the Constr t market rates for s, or equipment, s, market conditio ating conditions at OPCC will degrade nt’s project budge or disclosure to th onstruc Cooper L Descr Projec Phone Design End U Client Descr Projec Phone Design End U Client t 20,2012 t 21,2012 t 21,2012 t 22,2012 ing evaluations of ruction industry. U r labor, materials construction con ons, hyper‐inflation t the time of proje over time. Accord et or MWH’s good hird parties withou ction Co Lake Dam iption: ct Manager: e: n Definition: Usage: t Name: iption: ct Manager: e: n Definition: Usage: t Name: f the Client’s proj Unless and to the e and equipment. T ntractor’s methods nary or deflationa ect execution. Clie dingly MWH does n d faith OPCC. ut the written cons ost Facilities Stetson Cr Heather W 907‐266‐1 100% Desi BID Chugach E Stetson Cr Heather W 907‐266‐1 100% Desi BID Chugach E ject budget, and/ extent otherwise i The Client acknow ds of determining ary price cycles, o nt further acknow not warrant or rep sent of MWH Glob s reek, Cooper Williams 1165 ign Electric Assoc reek, Cooper Williams 1165 ign Electric Assoc /or funding, indicated by wledges that bid prices, or any other wledges that present that bal, Inc. Dam ciation Dam ciation Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012August 24,2012 i Table of Contents 1 ESTIMATING METHODOLOGY ............................................ 1 1.1 Introduction ..................................................................................... 1 1.2 Pricing Basis ..................................................................................... 1 1.3 Estimate Classification ....................................................................... 1 1.4 Estimating/Scheduling Systems .......................................................... 1 1.5 OPCC Methodology ........................................................................... 2 1.6 Estimating Accuracy .......................................................................... 2 1.7 Direct Cost Development ................................................................... 2 1.8 Indirect Cost Development ................................................................ 3 1.9 Estimate Adders................................................................................ 3 1.10 Labor Rate Development ................................................................... 3 1.11 Equipment Rate Development ........................................................... 3 1.12 Escalation ......................................................................................... 3 1.13 Allowances & Contingency ................................................................ 4 1.14 Market Conditions ............................................................................ 4 1.15 QA/QC Protocols ............................................................................... 4 2 BASIS OF ESTIMATE .......................................................... 5 2.1 Introduction ..................................................................................... 5 2.2 Project Scope ................................................................................... 5 2.3 Project Status ................................................................................... 5 2.4 Estimating Team ............................................................................... 6 2.5 OPCC Background ............................................................................. 6 2.6 OPCC Reference Documents .............................................................. 6 2.7 OPCC Quantity Basis ......................................................................... 6 2.9 OPCC General Assumptions ............................................................... 7 2.10 OPCC Specific Assumptions ................................................................ 7 2.11 OPCC Labor Assumptions .................................................................. 8 2.12 OPCC Equipment Assumptions ........................................................... 9 2.13 OPCC Exclusions/Exceptions .............................................................. 9 2.14 OPCC Allowances .............................................................................. 9 2.15 OPCC Bidding Assumptions ................................................................ 9 2.16 OPCC Contingency Recommendation ............................................... 10 2.17 Project Risks/Opportunities ............................................................. 10 ATTACHMENT A ‐ AACE Process Industry Estimate Classification Matrix Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 1 1 ESTIMATING METHODOLOGY 1.1 Introduction This section outlines the general approach employed by the MWH Energy & Industry Cost Management Group (CMG) to prepare an Opinion of Probable Construction Cost (OPCC), hereinafter referred to as “estimate" or “OPCC”. 1.2 Pricing Basis Pricing reflects the estimator’s opinion as to the probable costs that a “prudent” contractor would include in his tender to construct the defined facilities. Unless specifically stated, the OPCC does not capture framework costs borne by the owner for pre‐construction activities or for expenses related to the management and support of field construction activities. The OPCC is intended to be an indication of fair market value and is not necessarily a predictor of lowest bid. Fair market value is assumed to be a mid‐range tender considering four or more competitive bids. Finally, OPCC pricing is predicated on the contractor’s compliance with all contract specifications and design parameters during field execution activities. 1.3 Estimate Classification MWH classifies all cost estimating opinions in accordance with the criteria established by the Association for the Advancement of Cost Engineering’s (AACE) cost estimating classification system referred to as Standard Practice 18R‐97. The AACE Cost Estimate Classification System maps the various stages of project cost estimating together with a generic maturity and quality matrix, which can be applied across a wide variety of industries and capital infrastructure. Attachment A provides a high level summary of the AACE cost estimate classification system. 1.4 Estimating/Scheduling Systems To support productivity and pricing assumptions, multiple software tools are available. For estimating process intensive water treatment facilities, CMG uses the Timberline (TL) cost estimating software coupled with the Richardson Cost Database. Estimates of heavy‐civil infrastructure, similar to this project’s construction, are completed in International Project Estimator (IPE) software coupled with a proprietary in‐house crew database. Both estimating systems are well known industry tools and are updated yearly. Other commercial pricing databases including RS Means, Mechanical Contractors Association (MCA) and National Electrical Contractors Association (NECA) are also available. Detailed construction schedules are completed in Primavera P6 project management software or Microsoft Project as requested. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 2 1.5 OPCC Methodology The following table summarizes the typical estimating methodology employed relative to AACE cost estimate classification: AACE Class System Methodology 5 Excel Parametric/Stochastic 4 Excel Semi‐detailed Unit Price 3 IPE/TL Detailed Crew Analysis 2 IPE/TL Detailed Crew Analysis w/ Budget Quotes 1* IPE/TL Detailed Crew Analysis w/ Firm Quotes * Class 1 estimates are reserved for actual contractor proposals that factor in final subcontractor quotes and firm vendor materials pricing. 1.6 Estimating Accuracy The following table provides some basic guidance regarding expected estimating accuracy and contingency level recommendation relative to estimate class and input design definition: AACE Class Design Accuracy Range Typical Contingency 5 <5% ‐35% to +50% 20% to 40% 4 <15% ‐25% to +35% 10% to 30% 3 10%‐40% ‐15% to +20% 5% to 20% 2 50%‐99% ‐10% to +15% 0% to 10% 1* 100% +/‐5% 0% to 5% *Class 1 estimates are reserved for actual contractor proposals that rely on finalized bidding documents and access to all pre‐tender addendums. 1.7 Direct Cost Development Directs costs representing the project’s fixed physical scope are estimated against a work breakdown structure (WBS) to organize the estimate details. Software functionality allows the direct cost detail to be decomposed to multiple sub‐levels, which are referred to as item activities. Class 3 and 2 cost estimates derive pricing under a crew productivity analysis per line item whereas Class 5 and 4 cost opinions typically apply all‐in unit prices against the line item quantities. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 3 1.8 Indirect Cost Development Indirect costs representing the contractor’s time related variable field management expenses or general conditions (GCs) costs are factored to Class 4 and 5 OPCCs in a top‐down approach as a function of running direct costs. For Class 3 and 2 OPCCs, indirect costs are estimated in a bottoms‐up fashion to determine actual resource needs in relation to the proposed construction duration schedule. 1.9 Estimate Adders Estimate add‐ons representing the contractor’s allowances for home office overhead expenses, sales taxes, insurance costs, risk provision and fee are added to the cost estimate as a function of running direct costs. 1.10 Labor Rate Development All‐inclusive craft labor rates all built‐up from local Davis‐Bacon wage determinations to include all applicable fringes (i.e., health and welfare, vacation, training and union dues,) and tax burdens (i.e., workers compensation, payroll taxes). Shift differentials are applied in accordance with expected contractor means and methods and known schedule constraints. Finally, allowances for per diems are included to account for remote project conditions and the need to attract skilled labor resources. 1.11 Equipment Rate Development All‐inclusive rolling equipment rates are built‐up using depreciation schedules and calculated hourly operating costs. Developed equipment rates are calibrated against published rental rate schedules and are not discounted for depressed market conditions or situations where a contractor may take an adjustment relative to owned equipment. Software functionality allows the default fuel rate to be adjusted to account for fluctuating fuel costs. Note: Class 4 and 5 cost estimates typically rely on all‐in historical database prices and do not require development of hourly rates for labor and equipment resources. 1.12 Escalation Estimated capital costs reflect current price levels consistent with the OPCC publish date. If project conditions warrant, escalation to the mid‐point of construction is added to the OPCC using industry available cost indexing tools. Escalation can be applied to the OPCC as a constant or variable annual factor against the entire project or selected scope items. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 4 1.13 Allowances & Contingency Allowances are added to the OPCC to anticipate expenses for known but undefined scope items. Contingency may be added to the cost estimate to account for unknown risks or unforeseen market conditions. Monte Carlo simulation techniques can be used to refine and defend the contingency recommendation. Contingency can be applied to the OPCC as a constant or variable factor against the entire project or selected scope items. Unless specifically requested, the OPCC excludes an allowance for the owner’s management reserve, which represents the owner’s contingency for changed field conditions. 1.14 Market Conditions Unprecedented market volatility has been a significant factor in contractor pricing over the last several years. Current market conditions have shown an aggressive approach to pricing with contractors assuming more risk to win project work. Consequently, while the market price may be significantly under the reported “fair valuation” of the OPCC, owners need to be aware of the increased potential for claims and other compensation demands that contractors may employ to offset aggressive bidding strategies. 1.15 QA/QC Protocols CMG maintains a set of standard operating procedures and policies as part of a quality assurance framework. Each OPCC is subjected to a peer review or quality control check to ensure that best practices are employed and to mitigate the potential for errors and omissions. A QC checklist is utilized to guide and record the peer review process. QC comments are logged on a standardized QC template for comment transmittal and resolution. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 5 2 BASIS OF ESTIMATE 2.1 Introduction MWH is pleased to present this OPCC for the Stetson Creek Diversion and Cooper Lake Dam Facilities project. The following sections outline the specific estimating methodology employed by the estimating team during the development of the cost opinion. In addition, significant OPCC assumptions/exclusions and qualifications are also detailed to define and document the pricing basis. 2.2 Project Scope The Stetson Creek Diversion and Cooper Lake Dam Facilities project consists of preparing a 100% Design set of drawings that will be tendered to a contractor. Improvements include the construction of a diversion structure, an access road and a diversion 42‐inch HDPE pipeline from Stetson Creek to Cooper Lake, and a 30‐inch steel siphon from Cooper Lake to Cooper Creek, including an inlet and outlet structure. The project scope is highlighted by the following elements: Project clearing and grubbing 52,000 cubic yards of access road excavation 11,000 lineal feet of 42‐inch HDPE diversion pipeline installation 1,700 lineal feet of 30‐inch steel siphon pipeline installation 17,500 square feet of shotcrete 34,000 square feet of soil nail wall 325 square feet of gabion wall Construction of a diversion dam and intake structure at Stetson Creek. Intake and Outlet Structures for the siphon Project Instrumentation 2.3 Project Status The design has been advanced to a 100% level and is reflected in a set of drawings and specifications, which were used as a basis for this estimate. The winning contractor will undertake all procurement and field construction activities. It is anticipated that revisions to the drawings and specifications may occur based on review by the Federal Energy Regulatory Commission (FERC) and due to addenda during the bidding period. These revisions are assumed to be relatively minor and will not affect this OPCC in any meaningful way. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 6 2.4 Estimating Team The following MWH personnel contributed to the OPCC development: Name Role and Responsibility Don L. Crone Cost Manager All Design Team 2.5 OPCC Background Earlier cost estimates (2004) were developed for comparison of possible mitigation and enhancement alternatives. An OPCC was developed during the feasibility phase of the project and was dated March 2011. Therefore, the attached Class 2 OPCC represents the final estimate for project cost. 2.6 OPCC Reference Documents The project specifications and owner requirements have not been prepared as of the preparation of this estimate the following input documents were examined by the estimating team and serve as the estimating basis: No. Publish Date Description 1 Aug 2012 100% Design Drawings 2 Aug 2012 100% Specifications 2.7 OPCC Quantity Basis Since the drawings are completed to the 100% design level our MWH design team developed a quantity basis for the bid schedule and cost estimate. 2.8 OPCC Classification Based on the following evaluation criteria, the OPCC qualifies as a Class 2 opinion relative to the AACE classification matrix. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 7 Evaluation Criteria Developed OPCC AACE Class Project Definition 100% Design Package 2 End Usage Bid Budget 2 Methodology Detailed Crew Analysis + Quotes 2 Preparation Effort 120 hrs. +/ Construction Cost /Schedule 2 Note: The complete AACE Class 2 cost estimate classification language can be referenced on the attached OPCC Markup Summary Report. 2.9 OPCC General Assumptions The following generic assumptions are incorporated into the OPCC: Competitive bid conditions will prevail at tender (e.g., +3 bidders) Standard industry commercial terms will attach to all procurements Stable market conditions will prevail without significant geo‐ political events or economic disruptions An optimized contracting strategy will be employed to efficiently sequence and coordinate the work scope No trade discounts were considered Bulk material quantities are based on both computerized and manual quantity take‐offs 2.10 OPCC Specific Assumptions The following specific assumptions are incorporated into the OPCC: Pricing basis is Q3 2012. Forward escalation to the mid‐point of construction has not been included. NTP is assumed to be by January 2013. First construction loading and unloading docks will be built, one at Cooper Landing and one at Cooper Lake Dam. A barge will be assembled at Cooper Lake for the underwater work and the transportation of major materials to Cooper Lake Dam. Felling of trees for the project will be complete before the first snow melt so bird nesting will not be an issue once access can be made to the site. Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 8 During the first season (2013) the siphon pipeline will be constructed in addition to the excavation of the diversion pipeline access with all slope stabilization. All in water work will be completed the first season and Chugach will be able to lower the reservoir as indicated in the specifications. There will be no camp at the construction site, workers will be transported from Cooper Landing or bused from the main highway to the site. During the second season (2014) of construction the diversion structure and the diversion pipeline will be completed, and in addition to finalizing the project instrumentation system. Rock from excavation will meet specification for gabion rock and any graded aggregates required for construction. Budgetary quotes for pipe purchases were used for the cost estimate. Super sack concrete will be used for mixing concrete at the site, there will be no batch plant erected at the construction site. Two pipeline crews may be utilized during the second season to complete the diversion pipeline project before winter weather, depending on production of pipe installation. Equipment mobilization will from the Anchorage area. Temporary power will be used at the site by the use of diesel generators. 2.11 OPCC Labor Assumptions The following labor assumptions are incorporated into the OPCC: Parameter OPCC Assumption Local Wage Determination Davis Bacon AK 120001 8/03/2012 Productivity Adjustment to U.S. Avg. 100% (no adjustment) Shift Basis | Shifts/Day | Days/Week 10 hrs. | 1 Shift/day | 6 Days/Week Living Per diems or Camp Costs n/a FICA SUI |Workers Compensation 13% | 25% Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 9 2.12 OPCC Equipment Assumptions The following equipment assumptions are incorporated into the OPCC: Parameter OPCC Assumption Equipment Rate Basis IPE Defaults Rate Adjustment to U.S. Avg. 100% (no adjustment) 2.13 OPCC Exclusions/Exceptions The developed estimate excludes the following: Non‐conventional environmental mitigation measures Non‐conventional heritage and cultural mitigation measures All owner costs and owner’s contingency Removal of unforeseen underground obstructions Hazardous material remediation or disposal Permits beyond those normally needed for the type of project Facility O&M costs New construction of access roads or bridges All local duties, import fees, port charges and local taxes Special inspections and testing Furnishings, moving costs, artwork, furniture 2.14 OPCC Allowances The developed estimate includes the following allowances: Fuel Adjustment allowance of $150,000 2.15 OPCC Bidding Assumptions The following bidding assumptions were considered in the development of this OPCC: Regional contractors will compete and tender bids for the project. Bidders will develop competitive proposals with regards to materials pricing and labor productivity, and will not include allowances for changes, extra work, unforeseen conditions or any other unplanned costs. Estimated costs are based on a minimum of four bidders. Actual bid prices may increase for fewer bidders or decrease for a greater Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 10 number of bidders. The prime contractor will self‐perform most of the work scope. Builder’s Risk Insurance will be available to the contractor. Contractors will structure their proposals to promote positive cash flow and to minimize operational finance. 2.16 OPCC Contingency Recommendation MWH has not included any contingency for this final estimate, but has stated a range of cost per AACE standards. 2.17 Project Risks/Opportunities The following standard project risks can influence bid results: Should the specification require special phasing constraints Onerous contract terms and conditions Owner reputation for processing changed conditions claims Owner reputation for prompt payment Opinion of Probable Construction Costs Stetson Creek Diversion and Cooper Lake Dam Facilities Basis of Estimate Report OPCC No. DC-01 Date: August 24,2012 11 ATTACHMENT A AACE PROCESS INDUSTRY ESTIMATE CLASSIFICATION MATRIX AACE ESTIMATE CLASS LEVEL OF PROJECT DEFINITION Expressed as % of Complete Project Definition END USAGE Typical Purpose of Estimate METHODOLOGY Typical Estimating Techniques EXPECTED ACCURACY RANGE At 90% Confidence Level TYPICAL CONTINGENCY To Achieve 50% Probability of Overrun/Underrun 5 <= 5% Preliminary Project Screening Estimate, Capital Budget OOM Estimate, Alternate Schemes Evaluation, Strategic Analysis Capacity Factored, Parametric Models, Judgment, Analogy, Historical Project Comparison, Cost Unit Cost Low: ‐20% to ‐50% High: +30% to +100% 15% to 40% 4 1% to 15% Preliminary Project Estimate, Reality Check Estimate, Alternate Schemes Evaluation, Feasibility Study Equipment Factored Parametric Models, Historical Relationship Factors, Broad Unit Cost Data Low: ‐15% to ‐30% High: +20% to +50% 10% to 25% 3 10% to 40% Project Funding Estimate, Fair Price Check Estimate, Change Alert Check Estimate, Alternate Schemes Evaluation Semi‐Detailed Unit Costs with Assembly Level Line Items by Trade, Historical Relationship Factors Low: ‐10% to ‐20% High: +10% to +30% 5% to 15% 2 30% to 99% Project Funding Estimate, Control Estimate, Change Alert Estimate, Firm Bid Estimate Detailed Estimating Data by Trade, with (Forced) Detailed Takeoff Quantities Low: ‐5% to ‐15% High: +5% to +20% 5% to 15% of unexpended funds 1 50% to 100% Change Alert Estimate, Firm Bid Estimate Detailed Estimating Data by Trade, with Detailed Firm Takeoff Quantities Low: ‐3% to ‐10% High: +3% to +15% 3% to 10% of unexpended funds Section 2 OPCC Summary Reports * Markup Summary Report * Bid Form Report * Item Cost Summary Report * Activity Summary Report Markup Summary Report Estimated Assumed Schedule:10 mos Estimate:Estimated Date of NTP:1/1/2013 Currency : USD ‐ United States Dollar Date:8/24/2012 General Information: Labor Equipment Job Matls Perm Matls Subcontract Allowance Total Direct Costs: 4,043,379 2,123,901 1,241,565 3,726,995 864,985 150,000 12,150,824 Indirect Costs: 1,774,817 567,248 290,260 10,000 62,200 ‐ 2,704,525 Subtotal:5,818,195 1 2,691,149 2 1,531,825 3 3,736,995 4 927,185 5 150,000 6 14,855,349 7 Running Total:14,855,300 7 ‐ 8 0.00% ‐ 9 0.00% 18,500 10 2.00% 148,700 11 1.00% 46,400 12 5.00% % of Labor 25%1,409,500 13 10.00% ‐ 14 0.00% ‐ 15 0.00% 1.40 yrs ‐ 16 0.00% ‐ 17 0.00% Grand Total:16,478,400 10.93% AACE Accuracy Range 14,830,000 18,130,000 ‐10.00% +10.00% General Notes: 1) 2) 3) Materials Sales Tax on Permanent Materials (% of 4) Estimate: 8‐24‐2012 ‐ STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Materials Sales Tax on Temporary Job Materials (% of 3) AACE International CLASS 2 Cost Estimate - Class 2 estimates are generally prepared to form a detailed control baseline against which all project work is monitored in terms of cost and progress control. Typically, engineering is from 30% to 70% complete Class 2 estimates involve a high degree of deterministic estimating methods. Class 2 estimating efforts are characterized by significant line item detail. Typical accuracy ranges for Class 2 estimates are -5% to -15% on the low side, and +5 to +20% on the high side, depending on the technological complexity of the project. As little as 300 hr or less to perhaps more than 3,000 hours may be spent preparing the estimate based on the project and estimating methodology. Bid estimates typically require more effort than estimates used for funding or control purposes (AACE International Recommended Practices and Standards). MWH OPCC Disclaimer – Any opinions of probable construction costs (“OPCC”) prepared by MWH, including evaluations of Client’s project budget, represent MWH’s best judgment as a design professional familiar with the construction industry. Unless and to the extent otherwise indicated by MWH, such opinions or evaluations are based upon current market rates for labor, materials and equipment. The Client acknowledges that MWH has no control over the costs of labor, materials or equipment, construction contractor’s methods of determining bid prices, competitive bidding environments, unidentified field conditions, market conditions, inflation or any other factors that may affect the OPCC, the project budget or negotiating conditions at the time of execution of the construction contract. Furthermore, this OPCC is based on stable market conditions that exhibit predictable supply/demand relationships and does not attempt to capture the impacts of hyper‐inflationary or deflationary market cycles. Client further acknowledges that the OPCC is a "snapshot in time" and that the reliability of the OPCC will degrade over time. Accordingly, MWH cannot and does not warrant or represent that construction bids or negotiated construction prices will not vary from Client’s project budget or MWH's good faith Class 2 OPCC Subcontractor Bonds & Taxes(% of 5) Contractor Insurance Program (% of 7‐10) General Contractor Markup On Subcontractors (% of 5) General Contractor H/O OH&P (% of 7 thru 11 minus 5) Tax Estimating Accuracy / Scope Contingency (% of 7‐14) Escalation Allowance to Estimated MPC (% of 7‐15) Estimated Contractors Bid Other Costs Markup/OPCC COST REPORT 100% FINAL AUG 242012 .xlsx Bid Form Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Grand Total Price:16,478,400.00 Total Price:16,478,400.00 Client Item Client Description Quantity UOM Unit Price Final Price 10 General 1.00 LS 2,552,675.00 2,552,675.00 1-01025/01 Construction Cost Allocated to Fuel Cost 1.00 LS 400,000.00 400,000.00 1-01025/02 Fuel Cost Adjustment Allowance 1.00 CS 150,000.00 150,000.00 1-01505/01 First Construction Season Mobilization 5% 1.00 LS 800,000.00 800,000.00 1-01505/02 First Construction Season Demobilization 2 % 1.00 LS 136,375.00 136,375.00 1-01505/03 Second Construction Season Mobilization 3% 1.00 LS 100,000.00 100,000.00 1-01505/04 Second Construction Season Demobilization 2 % 1.00 LS 75,000.00 75,000.00 1-01532/01 Site Condition Surveys 1.00 LS 20,000.00 20,000.00 1-01570/01 SWPPP Preparation 1.00 LS 35,000.00 35,000.00 1-02270/01 Temporary Erosion Control (SWPPP Implementation) 1.00 LS 300,000.00 300,000.00 1-01590/01 Set-Up and Servicing of Engineers Field Office 1.00 LS 10,500.00 10,500.00 1-02510/01 Staging and Parking Area 1.00 LS 400,000.00 400,000.00 1-02100/01 Clearing and Grubbing of Staging Area and Borrow Area 1.00 LS 20,000.00 20,000.00 1-02100/02 Topsoil Stripping & Replacement-Staging Area 1,600.00 CY 30.00 48,000.00 1-02940/01 Revegitation 17.00 AC 3,400.00 57,800.00 20 Diversion Dam and Intake Structure 1.00 LS 1,077,215.00 1,077,215.00 2-02100/03 Clearing & Grubbing Diversion 1.00 LS 9,600.00 9,600.00 2-02140/01 Control of Water-Diversion Dam & Intake Structure 1.00 LS 125,000.00 125,000.00 2-02200/01 Diversion Dam Area Fill 1,100.00 CY 61.00 67,100.00 2-02200/02 Diversion Dam Area Excavation 2,500.00 CY 55.00 137,500.00 2-02200/03 Diversion Dam Initial Cleaning for Mapping 2,000.00 SF 8.00 16,000.00 2-02200/04 Diversion Dam Final Cleaning for Concrete Placement 2,000.00 SF 6.00 12,000.00 2-02200/19 Rock Drains for Rock Cut Slopes 100.00 LF 14.00 1,400.00 2-02271/01 Gabion Walls 400.00 CY 480.00 192,000.00 2-02273/01 Riprap-Diversion Dam 30.00 CY 46.00 1,380.00 2-02490/04 No.8 Anchors For Cut Slopes 15.00 EA 1,100.00 16,500.00 2-03300/01 Diversion Dam & Intake Structure Reinforced Concrete 166.00 CY 1,800.00 298,800.00 2-03300/04 No.6 Anchors For Training Wall 13.00 EA 430.00 5,590.00 2-03300/05 No.8 Anchors For Training Wall 6.00 EA 920.00 5,520.00 2-03495/05 Precast Traffic Barriers 1.00 LS 12,300.00 12,300.00 2-03361/01 Fiber Reinforced Shotcrete- Gabion Walls 325.00 SF 17.00 5,525.00 2-05500/01 Diversion Dam & Intake Structure Miscellaneous Metals & Items 1.00 LS 50,800.00 50,800.00 2-13140/01 Diversion Intake Trashrack 1.00 LS 65,000.00 65,000.00 2-15254/01 Diversion Dam & Intake Gates & Actuators 1.00 LS 45,000.00 45,000.00 2-15254/02 Gasoline Powered Actuator for Manually Actuated Gates 1.00 LS 10,200.00 10,200.00 30 Construction Access and Diversion Pipeline 1.00 LS 10,011,730.00 10,011,730.00 3-02100/04 Clearing and Grubbing Construction Access and Diversion 15.00 AC 8,500.00 127,500.00 3-02100/06 Topsoil Stripping & Replacement Const Access & Div Pipeline 12,300.00 CY 19.00 233,700.00 3-02200/05 Construction Access Excavation-Soil 5,000.00 CY 5.00 25,000.00 3-02200/06 Construction Access Excavation -Rock 35,000.00 CY 16.00 560,000.00 3-02200/07 Construction Access Embankment Fill 16,000.00 CY 5.00 80,000.00 3-02200/08 Diversion Pipeline Excavation & Backfill -Soil 4,300.00 LF 190.00 817,000.00 3-02200/09 Diversion Pipeline Excavation & Backfill -Rock 7,100.00 LF 210.00 1,491,000.00 3-02200/10 Rock Drains for Rock Cut Slopes 1,700.00 LF 14.00 23,800.00 3-02200/11 Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 23.00 77,510.00 3-02200/12 Trench Drains 200.00 LF 79.00 15,800.00 3-02273/02 Riprap -Construction Access 350.00 CY 46.00 16,100.00 3-02273/03 Grouted Riprap Construction Access 85.00 CY 200.00 17,000.00 3-02274/01 Woven Geotextiles 500.00 SY 7.00 3,500.00 3-02274/02 Non-Woven Geotextiles 1,200.00 SY 6.00 7,200.00 3-02295//01 Flexible Faced Soil Nail Wall 34,000.00 SF 45.00 1,530,000.00 3-02490/01 Permanent Rock Anchors 6,225.00 LF 50.00 311,250.00 3-02490/02 Rock Anchors Performance Testing 2.00 EA 1,400.00 2,800.00 3-02490/03 Redrill & Grout Sock Installation 10.00 EA 900.00 9,000.00 3-02567/01 Corrugated Pipe (All Sizes) 580.00 LF 209.00 121,220.00 3-02594/01 Diversion Pipeline- HDPE 11,400.00 LF 350.00 3,990,000.00 3-02594/02 Diversion Outfall Pipe & Diffuser-HDPE 290.00 LF 770.00 223,300.00 3-02594/03 Vent Pipe Type 1 7.00 EA 5,900.00 41,300.00 3-02594/04 Vent Pipe Type 2 5.00 EA 7,000.00 35,000.00 3-03361/02 Fiber Reinforced Shotcrete Rock Cut Slopes 17,350.00 SF 9.00 156,150.00 3-03495/01 Diversion Pipeline Instrumentation Vault 1.00 LS 46,600.00 46,600.00 3-13120/01 Diversion Pipeline Instrumentation Building 1.00 LS 50,000.00 50,000.00 1/2 Bid Form Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Grand Total Price:16,478,400.00 Total Price:16,478,400.00 Client Item Client Description Quantity UOM Unit Price Final Price 40 Siphon 1.00 LS 2,291,780.00 2,291,780.00 4-02100/05 Clearing & Grubbing Siphon 1.50 AC 11,200.00 16,800.00 4-02100/07 Demolition of Existing Spillway Concrete Weir 1.00 LS 2,000.00 2,000.00 4-02140/02 Control of Water- Siphon Outlet Works 1.00 LS 82,700.00 82,700.00 4-02200/13 Siphon Pipeline Excavation and Backfill in Water 300.00 LF 600.00 180,000.00 4-02200/14 Siphon Pipeline Excavation and Backfill Soil 600.00 FT 140.00 84,000.00 4-02200/15 Siphon Pipeline Excavation and Backfill- Rock 800.00 LF 670.00 536,000.00 4-02200/16 Siphon Spillway Cutoff Wall Initial Cleaning for Mapping 420.00 SF 8.00 3,360.00 4-02200/17 Siphon Spillway Cut Off Wall Final Cleaning for Concrete Placement 420.00 SF 6.00 2,520.00 4-02200/18 Siphon Outlet Channel Excavation 3,500.00 CY 14.00 49,000.00 4-02273/04 Riprap Siphon Outlet Structure 170.00 CY 50.00 8,500.00 4-02570/01 Siphon Pipeline-Steel 1,680.00 LF 400.00 672,000.00 4-03300/02 Siphon Pipeline Spillway Cutoff Wall 56.00 CY 2,000.00 112,000.00 4-03300/03 Siphon Outlet Structure Reinforced Concrete 67.00 CY 2,300.00 154,100.00 4-03361/03 Fiber Reinforced Shotcrete -Siphon Fill Line 1.00 LS 5,400.00 5,400.00 4-03495/02 Siphon Instrumentation Vault 1.00 LS 43,400.00 43,400.00 4-03495/03 Siphon Inlet Structure 1.00 LS 99,100.00 99,100.00 4-03495/04 Siphon Fill/Vent Manhole 1.00 LS 36,600.00 36,600.00 4-05500/02 Siphon Outlet Structure Miscellaneous Metal 1.00 LS 24,900.00 24,900.00 4-13120//02 Siphon Instrumentation Building 1.00 LS 30,000.00 30,000.00 4-13140/02 Siphon Inlet Structure Trashrack 1.00 LS 28,000.00 28,000.00 4-15000/01 Siphon Fill & Vent Piping System 1.00 LS 26,200.00 26,200.00 4-15254/03 Siphon Outlet Structure Gate & Actuator 1.00 LS 95,200.00 95,200.00 50 Instrumentation 1.00 LS 545,000.00 545,000.00 5-15089/01 Ultrasonic Flow Meter System 1.00 LS 60,000.00 60,000.00 5-16050/01 Electrical & Instrumentation System 1.00 LS 450,000.00 450,000.00 5-16200/01 Solar/Wind Power Supply System 1.00 LS 35,000.00 35,000.00 2/2 Item Cost Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Description Quantity UOM n Labor Equip Job Mat Perm Mat Sub/Plug Total Cost 10 General 001 Construction Cost Allocated to Fuel Cost 1.00 LS 002 Fuel Cost Adjustment Allowance 1.00 CS 150,000 150,000 150,000.00 150,000.00 010 First Construction Season Mobilization 5%1.00 LS 216,357 123,010 355,000 694,366 216,356.60 123,009.80 355,000.00 694,366.40 020 First Construction Season Demobilization 2 % 1.00 LS 100,000 100,000 100,000.00 100,000.00 030 Second Construction Season Mobilization 3%1.00 LS 75,000 75,000 75,000.00 75,000.00 040 Second Construction Season Demobilization 2 % 1.00 LS 36,411 32,673 75,000 144,084 36,411.40 32,673.00 75,000.00 144,084.40 050 Site Condition Surveys 1.00 LS 11,943 1,768 1,000 14,711 11,943.00 1,767.60 1,000.00 14,710.60 060 SWPPP Preparation 1.00 LS 28,500 28,500 28,500.00 28,500.00 070 Temporary Erosion Control (SWPPP Implementation) 1.00 LS 132,310 65,576 68,090 265,976 132,310.26 65,575.80 68,090.00 265,976.06 080 Set-Up and Servicing of Engineers Field Office 1.00 LS 5,538 562 1,600 7,701 5,538.36 562.20 1,600.00 7,700.56 090 Staging and Parking Area 1.00 LS 106,492 54,013 44,200 117,875 20,000 342,580 106,491.65 54,012.95 44,200.00 117,875.00 20,000.00 342,579.60 100 Clearing and Grubbing of Staging Area and Borrow Area 1.00 LS 6,513 5,860 12,373 6,513.35 5,859.85 12,373.20 105 Topsoil Stripping & Replacement-Staging Area 1,600.00 CY 17,717 16,891 450 35,058 11.07 10.56 0.28 21.91 108 Revegitation 17.00 AC 42,500 42,500 2,500.00 2,500.00 Section (General) Totals:1.00 LS 533,282 300,352 720,340 117,875 241,000 1,912,849 533,282.02 300,352.01 720,340.00 117,875.00 241,000.00 1,912,849.02 20 Diversion Dam and Intake Structure 300 Clearing & Grubbing Diversion 1.00 LS 5,120 1,941 7,061 5,120.10 1,941.20 7,061.30 305 Control of Water-Diversion Dam & Intake Structure 1.00 LS 101,160 18,730 5,865 125,755 101,159.50 18,730.00 5,865.00 125,754.50 310 Diversion Dam Area Fill 1,100.00 CY 30,143 19,068 49,211 27.40 17.33 44.74 311 Diversion Dam Area Excavation 2,500.00 CY 29,609 24,525 46,841 100,975 11.84 9.81 18.74 40.39 320 Diversion Dam Initial Cleaning for Mapping 2,000.00 SF 8,491 2,693 11,184 4.25 1.35 5.59 330 Diversion Dam Final Cleaning for Concrete Placement 2,000.00 SF 5,758 2,693 8,451 2.88 1.35 4.23 331 Rock Drains for Rock Cut Slopes 100.00 LF 561 461 1,022 5.61 4.61 10.22 332 Gabion Walls 400.00 CY 94,121 19,697 150 26,740 140,707 235.30 49.24 0.38 66.85 351.77 333 Riprap-Diversion Dam 30.00 CY 565 439 1,004 18.83 14.63 33.46 336.5 No.8 Anchors For Cut Slopes 15.00 EA 7,925 2,600 1,155 11,680 528.35 173.33 77.00 778.68 1/4 Item Cost Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Description Quantity UOM n Labor Equip Job Mat Perm Mat Sub/Plug Total Cost 337 Diversion Dam & Intake Structure Reinforced Concrete 166.00 CY 112,213 19,613 23,360 61,347 216,534 675.98 118.15 140.72 369.56 1,304.42 338 No.6 Anchors For Training Wall 13.00 EA 2,938 1,062 124 4,124 225.98 81.70 9.54 317.22 339 No.8 Anchors For Training Wall 6.00 EA 2,938 1,062 58 4,058 489.63 177.02 9.70 676.35 340 Precast Traffic Barriers 1.00 LS 5,817 1,492 1,700 9,009 5,817.00 1,491.60 1,700.00 9,008.60 341 Fiber Reinforced Shotcrete- Gabion Walls 325.00 SF 2,214 788 1,016 4,018 6.81 2.42 3.13 12.36 342 Diversion Dam & Intake Structure Miscellaneous Metals & Items 1.00 LS 16,804 2,520 3,240 14,737 37,301 16,803.91 2,520.47 3,240.00 14,736.75 37,301.13 344 Diversion Intake Trashrack 1.00 LS 50,000 50,000 50,000.00 50,000.00 345 Diversion Dam & Intake Gates & Actuators 1.00 LS 35,500 35,500 35,500.00 35,500.00 360 Gasoline Powered Actuator for Manually Actuated Gates 1.00 LS 7,500 7,500 7,500.00 7,500.00 Section (Diversion Dam and Intake Structure) Totals: 1.00 LS 426,377 119,383 81,091 112,743 85,500 825,094 426,376.72 119,383.29 81,091.07 112,742.56 85,500.00 825,093.63 30 Construction Access and Diversion Pipeline 405 Clearing and Grubbing Construction Access and Diversion 15.00 AC 49,174 44,852 94,026 3,278.29 2,990.11 6,268.40 410 Topsoil Stripping & Replacement Const Access & Div Pipeline 12,300.00 CY 89,117 76,626 3,500 169,243 7.25 6.23 0.28 13.76 415 Construction Access Excavation-Soil 5,000.00 CY 7,045 10,974 18,019 1.41 2.19 3.60 420 Construction Access Excavation -Rock 35,000.00 CY 185,267 181,228 72,684 439,179 5.29 5.18 2.08 12.55 425 Construction Access Embankment Fill 16,000.00 CY 38,372 33,651 72,022 2.40 2.10 4.50 430 Diversion Pipeline Excavation & Backfill -Soil 4,300.00 LF 377,859 212,014 589,873 87.87 49.31 137.18 435 Diversion Pipeline Excavation & Backfill - Rock 7,100.00 LF 683,611 354,683 47,799 1,086,092 96.28 49.96 6.73 152.97 440 Rock Drains for Rock Cut Slopes 1,700.00 LF 9,530 7,841 17,371 5.61 4.61 10.22 441 Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 34,265 18,125 4,010 56,399 10.17 5.38 1.19 16.74 442 Trench Drains 200.00 LF 8,579 1,050 1,938 11,567 42.90 5.25 9.69 57.83 444 Riprap -Construction Access 350.00 CY 6,589 5,121 11,710 18.83 14.63 33.46 445 Grouted Riprap Construction Access 85.00 CY 3,448 2,056 6,750 12,255 40.57 24.19 79.41 144.17 2/4 Item Cost Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Description Quantity UOM n Labor Equip Job Mat Perm Mat Sub/Plug Total Cost 470 Woven Geotextiles 500.00 SY 1,462 221 838 2,520 2.92 0.44 1.68 5.04 475 Non-Woven Geotextiles 1,200.00 SY 3,508 529 1,560 5,597 2.92 0.44 1.30 4.66 480 Flexible Faced Soil Nail Wall 34,000.00 SF 188,396 60,935 170,000 627,570 1,046,901 5.54 1.79 5.00 18.46 30.79 485 Permanent Rock Anchors 6,225.00 LF 144,836 44,408 27,255 216,498 23.27 7.13 4.38 34.78 490 Rock Anchors Performance Testing 2.00 EA 1,792 297 2,089 896.04 148.68 1,044.72 491 Redrill & Grout Sock Installation 10.00 EA 4,548 2,014 180 6,742 454.81 201.36 18.00 674.17 492 Corrugated Pipe (All Sizes) 580.00 LF 42,877 19,677 28,140 90,694 73.93 33.93 48.52 156.37 493 Diversion Pipeline- HDPE 11,400.00 LF 515,795 286,006 2,166,912 2,968,713 45.25 25.09 190.08 260.41 494 Diversion Outfall Pipe & Diffuser-HDPE 290.00 LF 30,166 25,398 64,123 44,000 163,687 104.02 87.58 221.11 151.72 564.44 495 Vent Pipe Type 1 7.00 EA 12,091 2,139 16,200 30,430 1,727.35 305.51 2,314.29 4,347.14 496 Vent Pipe Type 2 5.00 EA 12,091 2,536 11,650 26,277 2,418.29 507.19 2,330.00 5,255.48 497 Fiber Reinforced Shotcrete Rock Cut Slopes 17,350.00 SF 46,244 15,762 47,118 109,124 2.67 0.91 2.72 6.29 498 Diversion Pipeline Instrumentation Vault 1.00 LS 13,088 2,295 200 18,670 34,254 13,088.26 2,295.27 200.00 18,670.32 34,253.85 499 Diversion Pipeline Instrumentation Building 1.00 LS 13,969 11,484 3,400 10,175 500 39,527 13,969.12 11,483.56 3,400.00 10,174.67 500.00 39,527.34 Section (Construction Access and Diversion Pipeline) Totals:1.00 LS 2,523,721 1,421,920 297,583 3,033,088 44,500 7,320,812 2,523,720.80 1,421,920.10 297,583.25 3,033,087.69 44,500.00 7,320,811.84 40 Siphon 205 Clearing & Grubbing Siphon 1.50 AC 6,513 5,860 12,373 4,342.23 3,906.57 8,248.80 206 Demolition of Existing Spillway Concrete Weir 1.00 LS 587 765 1,353 587.25 765.45 1,352.70 210 Control of Water- Siphon Outlet Works 1.00 LS 48,434 12,205 159 60,798 48,434.23 12,205.06 158.75 60,798.04 215 Siphon Pipeline Excavation and Backfill in Water 300.00 LF 32,294 34,084 66,000 132,379 107.65 113.61 220.00 441.26 220 Siphon Pipeline Excavation and Backfill Soil 600.00 FT 41,535 18,472 60,007 69.22 30.79 100.01 225 Siphon Pipeline Excavation and Backfill- Rock 800.00 LF 174,982 123,472 92,759 391,214 218.73 154.34 115.95 489.02 235 Siphon Spillway Cutoff Wall Initial Cleaning for Maping 420.00 SF 1,783 565 2,349 4.25 1.35 5.59 245 Siphon Spillway Cut Off Wall Final Cleaning for Concrete Placement 420.00 SF 1,209 565 1,775 2.88 1.35 4.23 250 Siphon Outlet Channel Excavation 3,500.00 CY 20,972 15,621 36,593 5.99 4.46 10.46 3/4 Item Cost Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Description Quantity UOM n Labor Equip Job Mat Perm Mat Sub/Plug Total Cost 255 Riprap Siphon Outlet Structure 170.00 CY 3,204 2,497 5,702 18.85 14.69 33.54 260 Siphon Pipeline-Steel 1,680.00 LF 55,719 27,959 362,499 45,160 491,337 33.17 16.64 215.77 26.88 292.46 265 Siphon Pipeline Spillway Cutoff Wall 56.00 CY 44,787 7,474 12,612 16,325 81,199 799.77 133.47 225.21 291.52 1,449.98 270 Siphon Outlet Structure Reinforced Concrete 67.00 CY 55,624 8,815 22,080 27,984 114,503 830.21 131.56 329.56 417.68 1,709.00 271 Fiber Reinforced Shotcrete - Siphon Fill Line 1.00 LS 2,188 788 1,008 3,984 2,188.36 788.10 1,007.50 3,983.96 275 Siphon Instrumentation Vault 1.00 LS 12,935 2,200 200 16,087 500 31,922 12,935.20 2,200.05 200.00 16,086.65 500.00 31,921.90 280 Siphon Inlet Structure 1.00 LS 15,251 11,429 5,200 12,768 28,200 72,847 15,250.83 11,428.86 5,200.00 12,767.50 28,200.00 72,847.20 285 Siphon Fill/Vent Manhole 1.00 LS 14,902 4,406 6,140 1,434 26,882 14,901.82 4,405.63 6,140.14 1,434.01 26,881.59 290 Siphon Outlet Structure Miscellaneous Metal 1.00 LS 7,259 1,191 9,865 18,315 7,258.72 1,191.18 9,865.25 18,315.15 292 Siphon Instrumentation Building 1.00 LS 9,503 1,292 3,400 8,937 23,132 9,502.98 1,291.95 3,400.00 8,937.17 23,132.10 293 Siphon Inlet Structure Trashrack 1.00 LS 20,000 20,000 20,000.00 20,000.00 295 Siphon Fill & Vent Piping System 1.00 LS 10,316 2,584 6,383 19,282 10,315.63 2,584.25 6,382.50 19,282.38 297 Siphon Outlet Structure Gate & Actuator 1.00 LS 70,000 70,000 70,000.00 70,000.00 Section (Siphon) Totals:1.00 LS 559,999 282,246 142,550 463,289 229,860 1,677,944 559,999.19 282,245.59 142,550.30 463,289.31 229,860.00 1,677,944.39 50 Instrumentation 510 Ultrasonic Flow Meter System 1.00 LS 44,900 44,900 44,900.00 44,900.00 520 Electrical & Instrumentation System 1.00 LS 339,925 339,925 339,925.00 339,925.00 530 Solar/Wind Power Supply System 1.00 LS 29,300 29,300 29,300.00 29,300.00 Section (Instrumentation ) Totals:1.00 LS 0 0 414,125 414,125 0.00 0.00 0.00 0.00 414,125.00 414,125.00 60 Indirects 98 Indirects 1.00 LS 1,774,817 567,248 290,260 10,000 62,200 2,704,525 1,774,816.70 567,248.14 290,260.19 10,000.00 62,200.00 2,704,525.03 Section (Indirects) Totals:1.00 LS 1,774,817 567,248 290,260 10,000 62,200 2,704,525 1,774,816.70 567,248.14 290,260.19 10,000.00 62,200.00 2,704,525.03 Grand Totals:1.00 LS 5,818,195 2,691,149 1,531,825 3,736,995 1,077,185 14,855,349 5,818,195.42 2,691,149.13 1,531,824.81 3,736,994.55 1,077,185.00 14,855,348.91 4/4 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 10 General 1.00 LS 1,912,849.02 1,912,849.02 001 Plug Construction Cost Allocated to Fuel Cost 1.00 LS 002 Allow Fuel Cost Adjustment Allowance 1.00 CS 150,000.00 150,000.00 010 Bid First Construction Season Mobilization 5%1.00 LS 694,366.40 694,366.40 10 Bid Freight In & Out Fexifloats 9.00 LDS 54,000.00 6,000.00 30 Bid Assemble & Disassemble Crane Barge 1.00 LS 86,737.60 86,737.60 31 Bid Mobilize Crane 1.00 LS 6,000.00 6,000.00 41 Bid Drive Sheet Pile Wall Dock at far end of Lake 3,000.00 SF 108,445.50 36.15 42 Bid Fill Dock Area Behind Sheets 500.00 CY 15,801.30 31.60 51 Bid Drive Sheet Pile Wall Dock Cooper Dam 3,000.00 SF 108,445.50 36.15 52 Bid Fill Dock Area Behind Sheets Cooper Lake 500.00 CY 15,801.30 31.60 65 Bid Move Materials to Cooper Dam 1.00 LS 199,135.20 199,135.20 10 Bid Move Materials to Cooper Dam 1.00 LS 114,712.80 114,712.80 20 Bid Unload Materials at Cooper Dam 1.00 LS 84,422.40 84,422.40 75 Bid Equipment Mobilization 1.00 LS 100,000.00 100,000.00 10 Bid Equipment Mobilization 1.00 LS 100,000.00 100,000.00 020 Bid First Construction Season Demobilization 2 %1.00 LS 100,000.00 100,000.00 10 Bid First Construction Season Demobilization 1.00 LS 100,000.00 100,000.00 030 Bid Second Construction Season Mobilization 3%1.00 LS 75,000.00 75,000.00 10 Bid Second Construction Season Mobilization 1.00 LS 75,000.00 75,000.00 040 Bid Second Construction Season Demobilization 1.00 LS 144,084.40 144,084.40 10 Bid Second Construction Season Demobilization 1.00 LS 75,000.00 75,000.00 43 Bid Remove Fill Dock Area Behind Sheets at far e 500.00 CY 8,044.70 16.09 44 Bid Remove Sheet Pile Wall at far end of Lake 3,000.00 SF 26,497.50 8.83 53 Bid Remove Fill Dock Area Behind Sheets Coope 500.00 CY 8,044.70 16.09 55 Bid Remove Sheet Pile Wall Cooper Dam 3,000.00 SF 26,497.50 8.83 050 Bid Site Condition Surveys 1.00 LS 14,710.60 14,710.60 10 Bid Photos & Video Recordings 1.00 LS 4,332.00 4,332.00 20 Bid Surveying 1.00 LS 10,378.60 10,378.60 060 Bid SWPPP Preparation 1.00 LS 28,500.00 28,500.00 10 Bid SWPPP Preparation 1.00 LS 28,500.00 28,500.00 070 Bid Temporary Erosion Control (SWPPP Impleme 1.00 LS 265,976.06 265,976.06 30 Bid Erosion Control 1.00 LS 265,976.06 265,976.06 080 Bid Set-Up and Servicing of Engineers Field Offic 1.00 LS 7,700.56 7,700.56 10 Bid Set-Up and Servicing of Engineers Field Offic 1.00 LS 7,700.56 7,700.56 090 Bid Staging and Parking Area 1.00 LS 342,579.60 342,579.60 10 Bid Office Site Prep and Reclaim 4,450.00 SY 59,811.60 13.44 15 Bid Main Access Road 4.50 Mile 216,491.20 48,109.16 10 Bid Main Access Road Clearing 3.30 AC 5,631.20 1,706.42 15 Bid Access Road Grading 42,240.00 SY 79,308.60 1.88 25 Bid Access Road Gravel Surfacing 3,615.00 CY 111,551.40 30.86 30 Bid Access Road Stream Crossings 2.00 EA 20,000.00 10,000.00 20 Bid Construct Temporary Storage & Laydown Are 1.00 LS 66,276.80 66,276.80 100 Bid Clearing and Grubbing of Staging Area and B 1.00 LS 12,373.20 12,373.20 10 Bid Clearing 1.00 AC 9,902.00 9,902.00 20 Bid Grubbing 1.00 AC 2,471.20 2,471.20 105 Bid Topsoil Stripping & Replacement-Staging Are 1,600.00 CY 35,058.20 21.91 410 Bid Topsoil Stripping & Replacement sta 30+00 to 1,600.00 CY 35,058.20 21.91 10 Bid Topsoil Stripping 1,600.00 CY 14,341.80 8.96 15 Bid Cover Topsoil Pile 1,600.00 CY 3,641.80 2.28 20 Bid Topsoil Replacement 1,600.00 CY 17,074.60 10.67 108 Bid Revegitation 17.00 AC 42,500.00 2,500.00 10 Bid Revegitation 17.00 AC 42,500.00 2,500.00 20 Diversion Dam and Intake Structure 1.00 LS 825,093.63 825,093.63 300 Bid Clearing & Grubbing Diversion 1.00 LS 7,061.30 7,061.30 10 Bid Clearing & Grubbing Diversion 1.00 LS 7,061.30 7,061.30 10 Bid Clearing 0.10 AC 7,061.30 70,613.00 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 305 Bid Control of Water-Diversion Dam & Intake Stru 1.00 LS 125,754.50 125,754.50 10 Bid Construct River Diversion 1.00 LS 76,878.50 76,878.50 10 Bid Install Bypass Culverts & Sand Bags First Ph 1.00 LS 37,338.70 37,338.70 14 Bid Culvert Pipe 100.00 LF 10,571.10 105.71 24 Bid Fill & Place Sand Bags 800.00 EA 13,143.80 16.43 34 Bid Place Sandbags for Diversion 800.00 EA 13,623.80 17.03 20 Bid Install Bypass Culverts & Sand Bags Second 1.00 LS 19,769.90 19,769.90 14 Bid Culvert Pipe 100.00 LF 6,146.10 61.46 34 Bid Place Sandbags for Diversion 800.00 EA 13,623.80 17.03 30 Bid Remove Diversion 1.00 LS 19,769.90 19,769.90 14 Bid Culvert Pipe 100.00 LF 6,146.10 61.46 34 Bid Place Sandbags for Diversion 800.00 EA 13,623.80 17.03 20 Bid Pump Water 1.00 LS 48,876.00 48,876.00 310 Bid Diversion Dam Area Fill 1,100.00 CY 49,211.30 44.74 10 Bid Diversion Dam Area Fill 1,100.00 CY 26,976.90 24.52 20 Bid Produce Backfill Material from Rock Cuts 1,100.00 CY 19,006.20 17.28 25 Bid Load Haul Processed Material for Backfill 1,100.00 CY 3,228.20 2.93 311 Bid Diversion Dam Area Excavation 2,500.00 CY 100,974.66 40.39 05 Bid Presplit Blasting 4,500.00 SF 47,009.90 10.45 10 Bid Drill and Shoot 2,500.00 CY 23,135.16 9.25 10 Bid Drill and Shoot Production 2,500.00 CY 23,135.16 9.25 20 Bid Load Haul Rock to Waste Dump 2,500.00 CY 28,667.80 11.47 40 Bid Excavate Slots for Cut Off Wallls 35.00 CY 2,161.80 61.77 320 Bid Diversion Dam Initial Cleaning for Mapping 2,000.00 SF 11,184.00 5.59 10 Bid Foundation Cleaning 2,000.00 SF 11,184.00 5.59 330 Bid Diversion Dam Final Cleaning for Concrete P 2,000.00 SF 8,451.20 4.23 10 Bid Foundation Cleaning 2,000.00 SF 8,451.20 4.23 331 Bid Rock Drains for Rock Cut Slopes 100.00 LF 1,021.83 10.22 18 Bid Rock Face Drains Pipeline 100.00 LF 1,021.83 10.22 332 Bid Gabion Walls 400.00 CY 140,707.29 351.77 10 Bid Buy Haul Unload Baskets 310.00 EA 28,679.35 92.51 20 Bid Sort Rock for Gabions 420.00 CY 6,831.60 16.27 25 Bid Load & Haul Gabion Rock 420.00 CY 1,614.10 3.84 30 Bid Prefabricate Baskets 310.00 EA 30,244.50 97.56 40 Bid Place & Fill Baskets 310.00 EA 68,415.10 220.69 50 Bid Hand Compact Fill Behind Wall 200.00 CY 2,814.90 14.07 60 Bid Place Geotextile 300.00 SY 1,399.32 4.66 10 Bid Non-Woven Geotextiles 300.00 SY 1,399.32 4.66 70 Bid Expoxy Eye Bolts 6.00 EA 708.42 118.07 333 Bid Riprap-Diversion Dam 30.00 CY 1,003.74 33.46 10 Bid Riprap Outlet 30.00 CY 1,003.74 33.46 05 Bid Sort RipRap from Rock Cut 30.00 CY 409.90 13.66 10 Bid Load & Haul Riprap 30.00 CY 77.48 2.58 15 Bid Place Riprap & Bedding 30.00 CY 410.12 13.67 20 Bid Produce Bedding material from Rock Cut 7.71 CY 82.20 10.66 25 Bid Load Haul Bedding Material 7.45 CY 24.04 3.23 336.5 Bid No.8 Anchors For Cut Slopes 15.00 EA 11,680.20 778.68 10 Bid Drill Rock Bolts 270.00 FT 6,357.20 23.55 20 Bid Install Rock Bolts 15.00 EA 5,323.00 354.87 337 Bid Diversion Dam & Intake Structure Reinforced 166.00 CY 216,533.68 1,304.42 10 Bid Diversion Dam & Intake Structure Concrete S 16.70 CY 22,425.07 1,342.82 15 Bid Build Base Slab Forms 136.00 SF 2,972.29 21.86 20 Bid SSM Slab Forms 136.00 SF 2,907.83 21.38 25 Bid Mix and Place Concrete Slab 18.00 CY 9,045.40 502.52 30 Bid Finish Concrete Base Slab 450.00 SF 1,092.90 2.43 35 Bid Cure Concrete Base Slab 586.00 SF 114.69 0.20 50 Bid Joint Prep on Slab 177.00 SF 308.65 1.74 75 Bid Reinforcement 4,580.00 LB 5,983.32 1.31 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 20 Bid Diversion Dam & Intake Structure Concrete W 82.90 CY 129,909.34 1,567.06 40 Bid Build Wall Forms 1,500.00 SF 35,220.75 23.48 45 Bid SSM Wall Forms 3,110.00 SF 39,143.73 12.59 55 Bid Mix and Place Concrete Wall 82.90 CY 37,827.06 456.30 60 Bid Finish Concrete Wall 135.00 SF 68.45 0.51 65 Bid Cure Concrete Walls 3,245.00 SF 635.11 0.20 70 Bid Patch & Point Walls 3,110.00 SF 4,433.80 1.43 75 Bid Reinforcement 9,350.00 LB 12,580.44 1.35 30 Bid Diversion Dam & Intake Structure Concrete S 50.60 CY 33,144.77 655.04 15 Bid Build Forms 184.00 SF 4,821.42 26.20 45 Bid SSM Wall Forms 320.00 SF 11,271.30 35.22 55 Bid Mix and Place Concrete Spillway 50.60 CY 16,576.86 327.61 60 Bid Finish Concrete Face Spillway 300.00 SF 152.11 0.51 65 Bid Cure Concrete 484.00 SF 94.73 0.20 70 Bid Patch & Point 185.00 SF 228.35 1.23 40 Bid Diversion Dam & Intake Structure Concrete W 25.40 CY 17,282.67 680.42 25 Bid Mix and Place Concrete Wing Wall 25.40 CY 12,630.66 497.27 30 Bid Finish Concrete Wings 15.00 SF 36.43 2.43 65 Bid Cure Concrete Walls 15.00 SF 2.94 0.20 75 Bid Reinforcement 2,800.00 LB 4,612.64 1.65 50 Bid Diversion Dam & Intake Structure Concrete T 2.30 CY 1,612.49 701.08 55 Bid Mix and Place Concrete Trench Plug 3.00 CY 1,600.19 533.40 60 Bid Finish Concrete Trench Plug 17.50 SF 8.87 0.51 65 Bid Cure Concrete Trench Plug 17.50 SF 3.43 0.20 60 Bid Diversion Dam & Intake Structure Concrete R 3.40 CY 12,159.35 3,576.28 40 Bid Build Support Forms 64.00 SF 2,885.15 45.08 45 Bid SSM Support Forms 64.00 SF 2,835.83 44.31 55 Bid Mix and Place Concrete Roof 3.40 CY 5,390.95 1,585.57 60 Bid Finish Concrete Roof 136.00 SF 68.96 0.51 65 Bid Cure Concrete Roof 200.00 SF 39.14 0.20 70 Bid Patch & Point Roof 64.00 SF 79.00 1.23 75 Bid Reinforcement 450.00 LB 860.32 1.91 338 Bid No.6 Anchors For Training Wall 13.00 EA 4,123.90 317.22 10 Bid Anchors For Training Wall 13.00 EA 4,123.90 317.22 339 Bid No.8 Anchors For Training Wall 6.00 EA 4,058.10 676.35 10 Bid Anchors For Training Wall 6.00 EA 4,058.10 676.35 340 Bid Precast Traffic Barriers 1.00 LS 9,008.60 9,008.60 10 Bid Precast Traffic Barriers 10.00 FT 9,008.60 900.86 341 Bid Fiber Reinforced Shotcrete- Gabion Walls 325.00 SF 4,018.21 12.36 10 Bid Fibre Reinforced Shotcrete 3 in Rock Cut Slo 325.00 SF 3,954.60 12.17 20 Bid Cure Shotcrete 325.00 SF 63.61 0.20 342 Bid Diversion Dam & Intake Structure Miscellane 1.00 LS 37,301.13 37,301.13 20 Bid Diversion Structure Mechanical & Items 1.00 LS 37,301.13 37,301.13 103 Bid Install Insulation Board 4in Thick 275.00 SF 1,990.45 7.24 113 Bid 8in PVC Drain 1.00 LS 441.60 441.60 21 Bid Safety Railing & Swing Gate 24in 63.00 LF 5,733.36 91.01 22 Bid Platform Grating 22.00 SF 693.01 31.50 32 Bid Install Caged Ladder 29.00 VF 6,856.93 236.45 42 Bid Install Fall Protection Anchor 3.00 EA 881.70 293.90 52 Bid Install Metal Roof Decking 88.00 SF 3,566.38 40.53 62 Bid Install Bilco Hatch 48in x 48 in 1.00 LS 1,954.53 1,954.53 72 Bid Install 42in Steel Pipe Spool 1.00 LS 6,838.38 6,838.38 82 Bid Install 6in Vent pipe 11.50 LF 723.02 62.87 92 Bid Install Roof Maintenance Hatches 4.00 EA 5,638.38 1,409.60 93 Bid Install Open Hatch Support Bar 4.00 EA 1,983.40 495.85 344 Bid Diversion Intake Trashrack 1.00 LS 50,000.00 50,000.00 20 Bid Trashrack 16 FT x 7.75 FT 1.00 EA 50,000.00 50,000.00 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 345 Bid Diversion Dam & Intake Gates & Actuators 1.00 LS 35,500.00 35,500.00 10 Bid 36 inch Control Gate 1.00 EA 18,000.00 18,000.00 15 Bid 36in Sluice Gate 1.00 EA 17,500.00 17,500.00 360 Bid Gasoline Powered Actuator for Manually Actu 1.00 LS 7,500.00 7,500.00 10 Bid Gasoline Powered Actuator for Manually Actu 1.00 LS 7,500.00 7,500.00 30 Construction Access and Diversion Pipeline 1.00 LS 7,320,811.84 7,320,811.84 405 Bid Clearing and Grubbing Construction Access 15.00 AC 94,026.00 6,268.40 10 Bid Clearing 15.00 AC 69,314.00 4,620.93 20 Bid Grubbing 15.00 AC 24,712.00 1,647.47 410 Bid Topsoil Stripping & Replacement Const Acce 12,300.00 CY 169,243.36 13.76 10 Bid Topsoil Stripping 12,300.00 CY 60,145.46 4.89 15 Bid Cover Topsoil Pile 12,300.00 CY 27,438.50 2.23 20 Bid Topsoil Replacement 10,500.00 CY 81,659.40 7.78 415 Bid Construction Access Excavation-Soil 5,000.00 CY 18,019.40 3.60 10 Bid Dozer Cut to Fill 2,700.00 CY 4,885.20 1.81 20 Bid Load Haul Soil Excavation 600 Feet 2,300.00 CY 13,134.20 5.71 420 Bid Construction Access Excavation -Rock 35,000.00 CY 439,179.48 12.55 05 Bid Pioneer 110.00 STA 29,854.00 271.40 10 Bid Drill and Shoot 35,000.00 CY 197,295.20 5.64 10 Bid Drill and Shoot Production 35,000.00 CY 197,295.20 5.64 20 Bid Load Haul Excavation 1250 Feet 1,850.00 CY 12,419.50 6.71 30 Bid Load Haul Excavation 4200 Feet 4,550.00 CY 28,295.18 6.22 40 Bid Load Haul to Waste Excavation 2000 Feet 28,600.00 CY 171,315.60 5.99 425 Bid Construction Access Embankment Fill 16,000.00 CY 72,022.40 4.50 10 Bid Diversion Access Road Embanlment Fill ( Sta 16,000.00 CY 26,241.60 1.64 20 Bid Final Grading 23,600.00 SY 45,780.80 1.94 430 Bid Diversion Pipeline Excavation & Backfill -Soi 4,300.00 LF 589,872.80 137.18 10 Bid Excavate and backfill Pipeline in Water 400.00 LF 44,252.40 110.63 20 Bid Pipeline Excavation and Backfill 3,900.00 CY 477,254.70 122.37 30 Bid Produce Pipe Zone Material from Rock Cuts 4,300.00 CY 54,484.44 12.67 40 Bid Load Haul Pipe Zone Material for Backfill 4,300.00 CY 13,881.26 3.23 435 Bid Diversion Pipeline Excavation & Backfill -Roc 7,100.00 LF 1,086,092.15 152.97 10 Bid Drill and Shoot 12,000.00 CY 105,950.85 8.83 10 Bid Drill and Shoot Production 12,000.00 CY 105,950.85 8.83 20 Bid Pipeline Excavation and Backfill 7,100.00 CY 868,848.30 122.37 30 Bid Produce Pipe Zone Material from Rock Cuts 7,100.00 CY 88,695.60 12.49 40 Bid Load Haul Pipe Zone Material for Backfill 7,100.00 CY 22,597.40 3.18 440 Bid Rock Drains for Rock Cut Slopes 1,700.00 LF 17,371.09 10.22 18 Bid Rock Face Drains Pipeline 1,700.00 LF 17,371.09 10.22 441 Bid Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 56,399.50 16.74 18 Bid Rock Face Drains Pipeline 3,370.00 LF 34,435.62 10.22 28 Bid Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 21,963.88 6.52 442 Bid Trench Drains 200.00 LF 11,566.70 57.83 10 Bid Trench Drains 200.00 LF 11,566.70 57.83 444 Bid Riprap -Construction Access 350.00 CY 11,710.26 33.46 10 Bid Riprap 350.00 CY 11,710.26 33.46 05 Bid Sort RipRap from Rock Cut 350.00 CY 4,782.12 13.66 10 Bid Load & Haul Riprap 350.00 CY 903.90 2.58 15 Bid Place Riprap & Bedding 350.00 CY 4,784.70 13.67 20 Bid Produce Bedding material from Rock Cut 90.00 CY 959.02 10.66 25 Bid Load Haul Bedding Material 86.90 CY 280.52 3.23 445 Bid Grouted Riprap Construction Access 85.00 CY 12,254.73 144.17 10 Bid Grouted Riprap 85.00 CY 2,843.92 33.46 05 Bid Sort RipRap from Rock Cut 85.00 CY 1,161.37 13.66 10 Bid Load & Haul Riprap 85.00 CY 219.52 2.58 15 Bid Place Riprap & Bedding 85.00 CY 1,162.00 13.67 20 Bid Produce Bedding material from Rock Cut 21.86 CY 232.91 10.66 25 Bid Load Haul Bedding Material 21.10 CY 68.13 3.23 20 Bid Mix and Place Grout 30.00 CY 9,410.81 313.69 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 470 Bid Woven Geotextiles 500.00 SY 2,519.70 5.04 10 Bid Woven Geotextiles 500.00 SY 2,519.70 5.04 475 Bid Non-Woven Geotextiles 1,200.00 SY 5,597.28 4.66 10 Bid Non-Woven Geotextiles 1,200.00 SY 5,597.28 4.66 480 Bid Flexible Faced Soil Nail Wall 34,000.00 SF 1,046,900.81 30.79 10 Bid Flexible Faced Soil Nail Wall 34,000.00 SF 869,848.40 25.58 20 Bid Subcontractor Markup 20%34,000.00 SF 170,000.00 5.00 30 Bid Predill 35 ft Soil Nails 4,095.00 LF 7,052.41 1.72 485 Bid Permanent Rock Anchors 6,225.00 LF 216,498.20 34.78 10 Bid Drill Rock Bolts 6,225.00 FT 101,715.20 16.34 20 Bid Install Rock Bolts 345.00 EA 114,783.00 332.70 490 Bid Rock Anchors Performance Testing 2.00 EA 2,089.44 1,044.72 10 Bid Test Rock Bolts 2.00 EA 2,089.44 1,044.72 491 Bid Redrill & Grout Sock Installation 10.00 EA 6,741.68 674.17 10 Bid Redrill & Grout Sock Installation 180.00 FT 6,741.68 37.45 492 Bid Corrugated Pipe (All Sizes)580.00 LF 90,694.10 156.37 14 Bid Culvert Pipe 580.00 LF 90,694.10 156.37 493 Bid Diversion Pipeline- HDPE 11,400.00 LF 2,968,713.48 260.41 10 Bid String Hdpe Pipe 11,400.00 LF 105,430.50 9.25 20 Bid Pipeline Fuze & Lay HDPE Pipe 42in 11,400.00 LF 2,854,582.50 250.40 30 Bid Warning & Identification Tape & Deyection W 11,400.00 LF 8,700.48 0.76 494 Bid Diversion Outfall Pipe & Diffuser-HDPE 290.00 LF 163,686.80 564.44 10 Bid Pipeline HDPE Pipe 36in Fuze Pipe 290.00 LF 66,411.20 229.00 20 Bid Set & Anchor 42 in HDPE Outfall Pipe to Lake 290.00 LF 97,252.40 335.35 30 Bid Warning & Identification Tape & Deyection W 290.00 LF 23.20 0.08 495 Bid Vent Pipe Type 1 7.00 EA 30,430.00 4,347.14 10 Bid Vent Pipe Type 1 7.00 EA 24,479.20 3,497.03 20 Bid Place Concrete Encasement 6.00 CY 5,950.80 991.80 25 Bid Mix and Place Concrete Encasement 6.00 CY 5,950.80 991.80 496 Bid Vent Pipe Type 2 5.00 EA 26,277.40 5,255.48 10 Bid Vent Pipe Type 2 5.00 EA 20,776.60 4,155.32 20 Bid Place Concrete Encasement 4.00 CY 5,500.80 1,375.20 25 Bid Mix and Place Concrete Encasement 4.00 CY 5,500.80 1,375.20 497 Bid Fiber Reinforced Shotcrete Rock Cut Slopes 17,350.00 SF 109,123.90 6.29 10 Bid Fibre Reinforced Shotcrete 3 in Rock Cut Slo 17,350.00 SF 105,342.00 6.07 20 Bid Cure Shotcrete 17,350.00 SF 3,781.90 0.22 498 Bid Diversion Pipeline Instrumentation Vault 1.00 LS 34,253.85 34,253.85 10 Bid Concrete Base 5.30 CY 5,566.77 1,050.33 15 Bid Build Base Slab Forms 48.00 SF 973.94 20.29 20 Bid SSM Slab Forms 48.00 SF 866.75 18.06 25 Bid Mix and Place Concrete Slab 5.30 CY 2,331.76 439.96 30 Bid Finish Concrete Base Slab 144.00 SF 349.73 2.43 35 Bid Cure Concrete Base Slab 192.00 SF 37.58 0.20 75 Bid Reinforcement 795.00 LB 1,007.01 1.27 20 Bid Set Precast Vault 1.00 LS 9,983.46 9,983.46 30 Bid Signs 2.00 EA 200.00 100.00 40 Bid Aluminun Hatch 1.00 EA 3,844.84 3,844.84 50 Bid Ladder 13.50 VF 1,114.93 82.59 60 Bid Install Vent Pipe 13.00 FT 1,690.30 130.02 65 Bid 4in Drain 30.00 LF 1,940.50 64.68 70 Bid Install Insulation Board 2in Thick 640.00 SF 3,563.40 5.57 75 Bid UnderDrain 6in PVC 60.00 LF 4,019.15 66.99 85 Bid Gravel Area 18.00 CY 2,330.50 129.47 499 Bid Diversion Pipeline Instrumentation Building 1.00 LS 39,527.34 39,527.34 10 Bid Concrete Base 9.00 CY 8,334.86 926.10 15 Bid Build Base Slab Forms 108.00 SF 2,191.36 20.29 20 Bid SSM Slab Forms 108.00 SF 1,950.20 18.06 25 Bid Mix and Place Concrete Slab 9.00 CY 3,959.60 439.96 30 Bid Finish Concrete Base Slab 81.00 SF 196.72 2.43 35 Bid Cure Concrete Base Slab 189.00 SF 36.99 0.20 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 20 Bid Siphon Instrumentation Building 1.00 LS 5,104.23 5,104.23 26 Bid Select Backfill 1.5 in Minus 3.00 CY 154.43 51.48 30 Bid Metal Roof 100.00 SF 2,565.40 25.65 40 Bid Bullet Proof Door 1.00 EA 3,583.12 3,583.12 70 Bid Install Insulation Board 2in Thick 300.00 SF 1,796.40 5.99 80 Bid Paint Building 250.00 SF 500.00 2.00 90 Bid 6in Gravel Surfacing 1.00 LS 17,488.90 17,488.90 20 Bid Produce Backfill Material from Rock Cuts 1,100.00 CY 13,937.88 12.67 25 Bid Load Haul Processed Material for Backfill 1,100.00 CY 3,551.02 3.23 40 Siphon 1.00 LS 1,677,944.39 1,677,944.39 205 Bid Clearing & Grubbing Siphon 1.50 AC 12,373.20 8,248.80 10 Bid Clearing 1.50 AC 9,902.00 6,601.33 20 Bid Grubbing 1.50 AC 2,471.20 1,647.47 206 Bid Demolition of Existing Spillway Concrete We 1.00 LS 1,352.70 1,352.70 10 Bid Demolition of Existing Spiway Concrete Weir 1.60 CY 1,352.70 845.44 210 Bid Control of Water- Siphon Outlet Works 1.00 LS 60,798.04 60,798.04 10 Bid Excavate Sedimentation Pond 3,500.00 CY 9,715.99 2.78 20 Bid Pump Water 1.00 LS 48,876.00 48,876.00 30 Bid Remove Sediment Pond 1.00 LS 2,206.05 2,206.05 215 Bid Siphon Pipeline Excavation and Backfill in W 300.00 LF 132,378.60 441.26 10 Bid Siphon Pipeline Excavation and Backfill in W 300.00 LF 132,378.60 441.26 220 Bid Siphon Pipeline Excavation and Backfill Soil 600.00 FT 60,006.88 100.01 10 Bid Pipeline Common Excavation 2,465.00 CY 15,033.72 6.10 15 Bid Backfill Pipeline 4,500.00 CY 38,009.40 8.45 20 Bid Produce Pipe Zone Material from Rock Cuts 438.00 CY 5,549.81 12.67 25 Bid Load Haul Pipe Zone Material for Backfill 438.00 CY 1,413.95 3.23 225 Bid Siphon Pipeline Excavation and Backfill- Roc 800.00 LF 391,213.60 489.02 12 Bid Drill & Shoot Rock Trench 11,273.00 CY 179,105.47 15.89 05 Bid Presplit Blasting 4ft centers 48,000.00 SF 91,768.55 1.91 10 Bid Drill and Shoot Production 11,273.00 CY 87,336.92 7.75 14 Bid Excavate Rock 11,273.00 CY 93,940.09 8.33 15 Bid Backfill 6,008.00 CY 108,628.65 18.08 20 Bid Produce Pipe Zone Material from Rock Cuts 600.00 CY 7,602.48 12.67 25 Bid Load Haul Pipe Zone Material for Backfill 600.00 CY 1,936.92 3.23 235 Bid Siphon Spillway Cutoff Wall Initial Cleaning f 420.00 SF 2,348.64 5.59 10 Bid Foundation Cleaning 420.00 SF 2,348.64 5.59 245 Bid Siphon Spillway Cut Off Wall Final Cleaning f 420.00 SF 1,774.75 4.23 10 Bid Foundation Cleaning 420.00 SF 1,774.75 4.23 250 Bid Siphon Outlet Channel Excavation 3,500.00 CY 36,593.24 10.46 10 Bid Spillway Common Excavation 3,500.00 CY 36,593.24 10.46 255 Bid Riprap Siphon Outlet Structure 170.00 CY 5,701.54 33.54 10 Bid Riprap Outlet 170.00 CY 5,701.54 33.54 05 Bid Sort RipRap from Rock Cut 170.00 CY 2,322.74 13.66 10 Bid Load & Haul Riprap 170.00 CY 439.04 2.58 15 Bid Place Riprap & Bedding 170.00 CY 2,324.00 13.67 20 Bid Produce Bedding material from Rock Cut 45.00 CY 479.51 10.66 25 Bid Load Haul Bedding Material 42.21 CY 136.25 3.23 260 Bid Siphon Pipeline-Steel 1,680.00 LF 491,337.19 292.46 10 Bid 30 in Welded Steel Pipe 1,380.00 LF 324,734.01 235.31 20 Bid Set 30in Steel Pipe in Lake & Connect to Inlet 300.00 LF 135,121.80 450.41 30 Bid Weld 30in Steel Pipe 40 ft Joints 35.00 JT 5,768.18 164.81 35 Bid Poly Coat Pipe Joint 35.00 EA 6,271.03 179.17 40 Bid Cathodic Protection 1,680.00 LF 3,360.00 2.00 50 Bid Warning & Identification Tape & Deyection W 1,680.00 LF 1,282.18 0.76 60 Bid Pipe Couplings 2.00 EA 14,800.00 7,400.00 265 Bid Siphon Pipeline Spillway Cutoff Wall 56.00 CY 81,198.66 1,449.98 05 Bid Siphon Spillway Cutoff Wall Keyway Excavat 68.00 LF 15,780.00 232.06 10 Bid Spillway Cutoff Wall Concrete 56.00 CY 65,418.66 1,168.19 10 Bid Build Wall Forms 810.00 SF 19,019.21 23.48 20 Bid SSM Wall Forms 810.00 SF 14,423.98 17.81 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 30 Bid Mix and Place Concrete Wall 56.00 CY 26,578.44 474.62 40 Bid Finish Concrete Wall 42.00 SF 95.65 2.28 50 Bid Cure Concrete Wall 852.00 SF 166.75 0.20 75 Bid Reinforcement 4,100.00 LB 5,134.64 1.25 270 Bid Siphon Outlet Structure Reinforced Concrete 67.00 CY 114,503.05 1,709.00 10 Bid Outlet Concrete 67.00 CY 114,503.05 1,709.00 10 Bid Foundation Prep 615.00 SF 256.10 0.42 15 Bid Build Base Slab Forms 200.80 SF 4,074.30 20.29 20 Bid SSM Slab Forms 200.80 SF 3,625.92 18.06 25 Bid Mix and Place Concrete Slab 38.00 CY 18,035.37 474.62 30 Bid Finish Concrete Base Slab 615.00 SF 1,493.63 2.43 35 Bid Cure Concrete Base Slab 816.00 SF 159.71 0.20 40 Bid Build Wall Forms 1,418.00 SF 33,295.35 23.48 45 Bid SSM Wall Forms 1,418.00 SF 21,070.24 14.86 50 Bid Joint Prep on Slab 66.00 SF 85.40 1.29 55 Bid Mix and Place Concrete Wall 29.00 CY 13,232.63 456.30 60 Bid Finish Concrete Wall 66.00 SF 33.46 0.51 65 Bid Cure Concrete Walls 1,484.00 SF 290.45 0.20 70 Bid Patch & Point Walls 1,418.00 SF 1,750.28 1.23 75 Bid Reinforcement 13,500.00 LB 17,100.21 1.27 271 Bid Fiber Reinforced Shotcrete -Siphon Fill Line 1.00 LS 3,983.96 3,983.96 10 Bid Fibre Reinforced Shotcrete 3 in Rock Cut Slo 5.00 CY 3,954.60 790.92 20 Bid Cure Shotcrete 150.00 SF 29.36 0.20 275 Bid Siphon Instrumentation Vault 1.00 LS 31,921.90 31,921.90 10 Bid Concrete Base 8.30 CY 7,821.40 942.34 15 Bid Build Base Slab Forms 60.00 SF 1,217.42 20.29 20 Bid SSM Slab Forms 60.00 SF 1,083.44 18.06 25 Bid Mix and Place Concrete Slab 8.30 CY 3,651.63 439.96 30 Bid Finish Concrete Base Slab 225.00 SF 546.45 2.43 35 Bid Cure Concrete Base Slab 285.00 SF 55.78 0.20 75 Bid Reinforcement 1,000.00 LB 1,266.68 1.27 20 Bid Siphon Instrumentation Vault 1.00 LS 6,854.23 6,854.23 30 Bid Signs 2.00 EA 200.00 100.00 40 Bid Aluminun Hatch 1.00 EA 3,844.84 3,844.84 50 Bid 4in Drain 120.00 LF 6,945.89 57.88 50 Bid Ladder 12.50 VF 1,032.34 82.59 60 Bid Install Vent Pipe 15.00 FT 2,178.30 145.22 70 Bid Install Insulation Board 2in Thick 425.00 SF 2,544.90 5.99 80 Bid Paint Building 250.00 SF 500.00 2.00 280 Bid Siphon Inlet Structure 1.00 LS 72,847.20 72,847.20 05 Bid Exploratory Dive 1.00 LS 4,000.00 4,000.00 10 Bid Set Precast Vault in Cooper Lake 1.00 LS 29,092.48 29,092.48 10 Bid Concrete Backfill Inlet 3.30 CY 23,058.83 6,987.52 20 Bid Signs 2.00 EA 200.00 100.00 30 Bid Buoy 1.00 LS 150.00 150.00 50 Bid 4in Drain 120.00 LF 6,945.89 57.88 50 Bid Check Valve 1.00 EA 9,400.00 9,400.00 285 Bid Siphon Fill/Vent Manhole 1.00 LS 26,881.59 26,881.59 10 Bid Concrete Base 1.40 CY 1,564.93 1,117.81 15 Bid Build Base Slab Forms 22.00 SF 446.39 20.29 20 Bid SSM Slab Forms 22.00 SF 397.26 18.06 25 Bid Mix and Place Concrete Slab 1.40 CY 615.94 439.96 30 Bid Finish Concrete Base Slab 38.50 SF 93.50 2.43 35 Bid Cure Concrete Base Slab 60.50 SF 11.84 0.20 20 Bid Signs 2.00 EA 200.00 100.00 30 Bid Siphon Fill/Vent Manhole 72in 1.00 LS 7,842.44 7,842.44 40 Bid Select Backfill 1.5 in Minus 3.00 CY 236.93 78.98 50 Bid 4in Drain 120.00 LF 7,537.00 62.81 60 Bid Drill and Shoot for 4in Drain 150.00 CY 8,597.54 57.32 70 Bid Install Insulation Board 4in Thick 104.00 SF 752.75 7.24 80 Bid Traffic Box 2.00 EA 150.00 75.00 Activity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Status Description Quantity UOM Total Cost Unit Cost 290 Bid Siphon Outlet Structure Miscellaneous Metal 1.00 LS 18,315.15 18,315.15 10 Bid Gate Actuator Support Frame 1.00 LS 1,703.70 1,703.70 20 Bid Siphon Outlet Structure Grating 40.00 SF 2,582.77 64.57 30 Bid Handrail 44.00 LF 5,081.70 115.49 40 Bid Pipe Couplings 30in 2.00 EA 8,946.98 4,473.49 292 Bid Siphon Instrumentation Building 1.00 LS 23,132.10 23,132.10 10 Bid Concrete Base 3.50 CY 5,915.11 1,690.03 15 Bid Build Base Slab Forms 108.00 SF 2,191.36 20.29 20 Bid SSM Slab Forms 108.00 SF 1,950.20 18.06 25 Bid Mix and Place Concrete Slab 3.50 CY 1,539.84 439.96 30 Bid Finish Concrete Base Slab 81.00 SF 196.72 2.43 35 Bid Cure Concrete Base Slab 189.00 SF 36.99 0.20 20 Bid Siphon Instrumentation Building 1.00 LS 7,521.15 7,521.15 26 Bid Select Backfill 1.5 in Minus 3.00 CY 262.32 87.44 30 Bid Metal Roof 100.00 SF 4,054.00 40.54 40 Bid Bullet Proof Door 1.00 EA 3,583.12 3,583.12 70 Bid Install Insulation Board 2in Thick 300.00 SF 1,796.40 5.99 293 Bid Siphon Inlet Structure Trashrack 1.00 LS 20,000.00 20,000.00 10 Bid Trashrack 1.00 EA 20,000.00 20,000.00 295 Bid Siphon Fill & Vent Piping System 1.00 LS 19,282.38 19,282.38 05 Bid 3in PVC Vent Pipe 85.00 LF 6,191.50 72.84 10 Bid 4in PVC Fill Pipe 20.00 LF 1,145.15 57.26 20 Bid 4in PVC Fill Pipe 65.00 LF 2,489.00 38.29 30 Bid Mix and Place Concrete 20.00 CY 7,364.65 368.23 40 Bid Install Vaves and Fittings 1.00 LS 2,092.08 2,092.08 297 Bid Siphon Outlet Structure Gate & Actuator 1.00 LS 70,000.00 70,000.00 10 Bid Siphon Outlet Structure Gate & Actuator 1.00 LS 70,000.00 70,000.00 50 Instrumentation 1.00 LS 414,125.00 414,125.00 510 Bid Ultrasonic Flow Meter System 1.00 LS 44,900.00 44,900.00 10 Bid Ultrasonic Flow Meter System 1.00 LS 44,900.00 44,900.00 520 Bid Electrical & Instrumentation System 1.00 LS 339,925.00 339,925.00 86 Bid Instrumentation ( Flow Meters & Guages)1.00 LS 339,925.00 339,925.00 530 Bid Solar/Wind Power Supply System 1.00 LS 29,300.00 29,300.00 10 Bid Solar/Wind Power Supply System 1.00 LS 29,300.00 29,300.00 60 Indirects 1.00 LS 2,704,525.03 2,704,525.03 98 Bid Indirects 1.00 LS 2,704,525.03 2,704,525.03 901 Bid Project Mangement 11.00 MO 451,000.00 41,000.00 902 Bid Field Engineering 11.00 MO 456,500.00 41,500.00 903 Bid As-Builts/O&M Manuals 1.00 LS 10,000.00 10,000.00 903 Bid Surveying 10.00 MO 296,292.50 29,629.25 904 Bid Administration Costs 11.00 Month 262,043.45 23,822.13 905 Bid Office Shop Setup and Power 1.00 LS 194,791.78 194,791.78 10 Bid Office Power 10.00 MO 157,000.00 15,700.00 20 Bid Utilities For Offices 1.00 LS 5,000.00 5,000.00 30 Bid Setup & Remove Office Trailers 1.00 LS 13,701.90 13,701.90 40 Bid Gravel Yard Area 1.00 LS 17,428.60 17,428.60 50 Bid Office Shop Setup 1.00 LS 1,661.28 1,661.28 909 Bid Safety 11.00 Month 230,689.50 20,971.77 910 Bid Consultants 1.00 LS 10,000.00 10,000.00 911 Bid Administration Personel 11.00 Month 55,000.00 5,000.00 912 Bid Equipment 11.00 Month 338,580.00 30,780.00 999 Bid Bussing Labor 1.00 LS 399,627.80 399,627.80 Section 3 OPCC Detail Report * Estimate Line Detail Report Estimate Line Detail Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost General 1.00 LS 7,080 533,282 300,352 720,340 117,875 1,912,849 7,079.78 533,282.02 300,352.01 720,340.00 117,875.00 1,912,849.02 001 Construction Cost Allocated to Fuel Cost 1.00 LS 002 Fuel Cost Adjustment Allowance 1.00 CS 150,000 150,000.00 010 First Construction Season Mobilization 5% 1.00 LS 2,850 216,357 123,010 355,000 694,366 2,850.00 216,356.60 123,009.80 355,000.00 694,366.40 10 Freight In & Out Fexifloats 9.00 LDS 54,000 54,000 6,000.00 6,000.00 Freight Fexifloats 9.0 LDS 6,000.00 54,000 30 Assemble & Disassemble Crane Barge 1.00 LS 280 21,530 16,708 48,500 86,738 280.00 21,529.60 16,708.00 48,500.00 86,737.60 Prod=0.75 HR/hour (7.50 HR/ day), 9.333MH/HR, 0.11 HR/MH, 40.00 hour (4.00 days) Crane Barge Crew 1.00 EA 955.94 Crane Operator Class-A 1.0 81.13 3,245 Pile Driving Foreman 1.0 82.00 3,280 Pile Driver 4.0 77.06 12,330 Oiler 1.0 66.87 2,675 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 6,346 Flexfloat 40x10x7 ft 18.0 12.62 9,086 1- Ton Mechanic Truck 1.0 31.88 1,275 Deck Sheaves, Wire 1.0 LS 30,000.00 30,000 Anchors 3.0 EA 5,000.00 15,000 Crane Barge Misc Materials 1.0 LS 3,500.00 3,500 31 Mobilize Crane 1.00 LS 6,000 6,000 6,000.00 6,000.00 Mobilize Crane 1.0 LS 6,000.00 6,000 41 Drive Sheet Pile Wall Dock at far end of Lake 3,000.00 SF 360 28,553 19,143 60,750 108,446 0.12 9.52 6.38 20.25 36.15 Prod=33.33 SF/hour (333.33 SF/ day), 0.120MH/SF, 8.33 SF/MH, 90.00 hour (9.00 days) Drive Steel Sheetpiles 150kg/sm (30 lb/sf ) 1.00 EA 529.95 Crane Operator Class-A 1.0 81.13 7,302 Pile Driving Foreman 1.0 82.00 7,380 Pile Driver 2.0 77.06 13,871 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 14,279 50,000 Ft-Lb Pile Hammer ( ICE 660 ) 1.0 39.82 3,584 1/2 Ton Pickup Truck 4x4 1.0 14.22 1,280 PZ 27 Sheetpile 3,000.0 SF 20.25 60,750 42 Fill Dock Area Behind Sheets 500.00 CY 25 1,948 1,353 12,500 15,801 0.05 3.90 2.71 25.00 31.60 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.050MH/CY, 20.00 CY/MH, 5.00 hour (0.50 days) Place Fill Behind Sheets 1.00 EA 660.26 Equipment Foreman 1.0 82.13 411 Backhoe Operator 1.0 78.30 392 Loader Operator 1.0 78.30 392 Packer Operator 1.0 77.06 385 Water Truck Driver 1.0 73.89 369 3.5 CY Loader (Cat 950) 1.0 58.84 294 2.6 CY Backhoe (Cat 350)1.0 98.70 494 15 Ton Compactor 84" (Cat 563) 1.0 66.59 333 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 3000 Gallon Watertruck 1.0 27.83 139 Fill Dock Area Behind Sheets 500.0 CY 25.00 12,500 51 Drive Sheet Pile Wall Dock Cooper Dam 3,000.00 SF 360 28,553 19,143 60,750 108,446 0.12 9.52 6.38 20.25 36.15 Prod=33.33 SF/hour (333.33 SF/ day), 0.120MH/SF, 8.33 SF/MH, 90.00 hour (9.00 days) Drive Steel Sheetpiles 150kg/sm (30 lb/sf ) 1.00 EA 529.95 Crane Operator Class-A 1.0 81.13 7,302 Pile Driving Foreman 1.0 82.00 7,380 Pile Driver 2.0 77.06 13,871 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 14,279 50,000 Ft-Lb Pile Hammer ( ICE 660 ) 1.0 39.82 3,584 1/2 Ton Pickup Truck 4x4 1.0 14.22 1,280 PZ 27 Sheetpile 3,000.0 SF 20.25 60,750 52 Fill Dock Area Behind Sheets Cooper Lake 500.00 CY 25 1,948 1,353 12,500 15,801 0.05 3.90 2.71 25.00 31.60 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.050MH/CY, 20.00 CY/MH, 5.00 hour (0.50 days) Place Fill Behind Sheets 1.00 EA 660.26 Equipment Foreman 1.0 82.13 411 Backhoe Operator 1.0 78.30 392 Loader Operator 1.0 78.30 392 Packer Operator 1.0 77.06 385 Water Truck Driver 1.0 73.89 369 3.5 CY Loader (Cat 950) 1.0 58.84 294 2.6 CY Backhoe (Cat 350)1.0 98.70 494 15 Ton Compactor 84" (Cat 563) 1.0 66.59 333 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 3000 Gallon Watertruck 1.0 27.83 139 Fill Dock Area Behind Sheets 500.0 CY 25.00 12,500 65 Move Materials to Cooper Dam 1.00 LS 1,800 133,825 65,310 199,135 1,800.00 133,825.20 65,310.00 199,135.20 10 Move Materials to Cooper Dam 1.00 LS 840 64,589 50,124 114,713 840.00 64,588.80 50,124.00 114,712.80 Prod=1.00 HR/hour (10.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 120.00 hour (12.00 days) Crane Barge Crew 1.00 EA 955.94 Crane Operator Class-A 1.0 81.13 9,736 Pile Driving Foreman 1.0 82.00 9,840 Pile Driver 4.0 77.06 36,989 Oiler 1.0 66.87 8,024 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 19,039 Flexfloat 40x10x7 ft 18.0 12.62 27,259 1- Ton Mechanic Truck 1.0 31.88 3,826 1/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 Unload Materials at Cooper Dam 1.00 LS 960 69,236 15,186 84,422 960.00 69,236.40 15,186.00 84,422.40 Prod=1.00 HR/hour (10.00 HR/ day), 8.000MH/HR, 0.13 HR/MH, 120.00 hour (12.00 days) Unload Material at Cooper Dam 1.00 EA 703.52 Backhoe Operator 1.0 78.30 9,396 Labour Foreman 1.0 77.39 9,287 Labourer 4.0 68.32 32,794 Crane Operator Class A 1.0 81.13 9,736 Oiler 1.0 66.87 8,024 60 KW Diesel Generator Set 1.0 20.99 2,519 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 10,433 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,234 75 Equipment Mobilization 1.00 LS 100,000 100,000 100,000.00 100,000.00 10 Equipment Mobilization 1.00 LS 100,000 100,000 100,000.00 100,000.00 Equipment Mobilization 1.0 LS 100,000.00 100,000 020 First Construction Season Demobilization 2 % 1.00 LS 100,000 100,000 100,000.00 100,000.00 10 First Construction Season Demobilization 1.00 LS 100,000 100,000 100,000.00 100,000.00 First Construction Season Demobilization 1.0 LS 100,000.00 100,000 030 Second Construction Season Mobilization 3% 1.00 LS 75,000 75,000 75,000.00 75,000.00 10 Second Construction Season Mobilization 1.00 LS 75,000 75,000 75,000.00 75,000.00 Second Construction Season Mobilization 1.0 LS 75,000.00 75,000 040 Second Construction Season Demobilization 2 % 1.00 LS 460 36,411 32,673 75,000 144,084 460.00 36,411.40 32,673.00 75,000.00 144,084.40 10 Second Construction Season Demobilization Mobill Equipment 1.00 LS 75,000 75,000 75,000.00 75,000.00 Second Construction Season Demobilization 1.0 LS 75,000.00 75,000 43 Remove Fill Dock Area Behind Sheets at far end of Lake 500.00 CY 30 2,343 5,702 8,045 0.06 4.69 11.40 16.09 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 10.00 hour (1.00 days) Remove Fill Dock Area 1.00 EA 804.47 Equipment Foreman 1.0 82.13 821 Backhoe Operator 1.0 78.30 783 Water Truck Driver 1.0 73.89 739 2.6 CY Backhoe (Cat 350)1.0 98.70 987 24 Ton (12 CY) Tandem Truck 5.0 85.00 4,250 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 3000 Gallon Watertruck 1.0 27.83 278 44 Remove Sheet Pile Wall at far end of Lake 3,000.00 SF 200 15,863 10,635 26,498 0.07 5.29 3.55 8.83 Prod=60.00 SF/hour (600.00 SF/ day), 0.067MH/SF, 15.00 SF/MH, 50.00 hour (5.00 days) Remove Steel Sheetpiles 150kg/sm (30 lb/sf ) 1.00 EA 529.95 Crane Operator Class-A 1.0 81.13 4,057 Pile Driving Foreman 1.0 82.00 4,100 Pile Driver 2.0 77.06 7,706 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 7,933 50,000 Ft-Lb Pile Hammer ( ICE 660 ) 1.0 39.82 1,991 1/2 Ton Pickup Truck 4x4 1.0 14.22 711 53 Remove Fill Dock Area Behind Sheets Cooper Dam 500.00 CY 30 2,343 5,702 8,045 0.06 4.69 11.40 16.09 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 10.00 hour (1.00 days) Remove Fill Dock Area 1.00 EA 804.47 Equipment Foreman 1.0 82.13 821 Backhoe Operator 1.0 78.30 783 Water Truck Driver 1.0 73.89 739 2.6 CY Backhoe (Cat 350)1.0 98.70 987 24 Ton (12 CY) Tandem Truck 5.0 85.00 4,250 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 3000 Gallon Watertruck 1.0 27.83 278 55 Remove Sheet Pile Wall Cooper Dam 3,000.00 SF 200 15,863 10,635 26,498 0.07 5.29 3.55 8.83 Prod=60.00 SF/hour (600.00 SF/ day), 0.067MH/SF, 15.00 SF/MH, 50.00 hour (5.00 days) Remove Steel Sheetpiles 150kg/sm (30 lb/sf ) 1.00 EA 529.95 Crane Operator Class-A 1.0 81.13 4,057 Pile Driving Foreman 1.0 82.00 4,100 Pile Driver 2.0 77.06 7,706 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 7,933 50,000 Ft-Lb Pile Hammer ( ICE 660 ) 1.0 39.82 1,991 1/2 Ton Pickup Truck 4x4 1.0 14.22 711 050 Site Condition Surveys 1.00 LS 180 11,943 1,768 1,000 14,711 180.00 11,943.00 1,767.60 1,000.00 14,710.60 10 Photos & Video Recordings 1.00 LS 60 3,000 1,032 300 4,332 60.00 3,000.00 1,032.00 300.00 4,332.00 Prod=1.00 HRS/hour (10.00 HRS/ day), 1.000MH/HRS, 1.00 HRS/MH, 60.00 hour (6.00 days) Photos 1.00 EA 67.2 Office Engineer 1.0 50.00 3,000 3/4 Ton Pickup Truck 2x2 1.0 17.20 1,032 Photos & Video Recordings 1.0 LS 300.00 300 20 Surveying 1.00 LS 120 8,943 736 700 10,379 120.00 8,943.00 735.60 700.00 10,378.60 Prod=1.00 hours/hour (10.00 hours/ day), 2.000MH/hours, 0.50 hours/MH, 60.00 hour (6.00 days) Survey Crew 1.00 EA 161.31 Survey Party Chief 1.0 75.90 4,554 Survey Rodman 1.0 73.15 4,389 3/4 Ton Crew Cab Truck 1.0 12.26 736 Survey Equipment 0.5 Month 1,000.00 500 Survey Supplies 0.5 Month 100.00 50 Survey Supplies 0.5 Month 300.00 150 2/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 060 SWPPP Preparation 1.00 LS 28,500 28,500.00 10 SWPPP Preparation 1.00 LS 28,500 28,500.00 Environmental Mitigation Plan 30.0 Day 950.00 070 Temporary Erosion Control (SWPPP Implementation) 1.00 LS 1,776 132,310 65,576 68,090 265,976 1,776.20 132,310.26 65,575.80 68,090.00 265,976.06 30 Erosion Control 1.00 LS 1,776 132,310 65,576 68,090 265,976 1,776.20 132,310.26 65,575.80 68,090.00 265,976.06 Prod=200.00 FT/hour (2,000.00 FT/ day), 0.020MH/FT, 50.00 FT/MH, 50.00 hour (5.00 days) Erect Silt Fence with Rubber Tire Backhoe 1.00 EA 346.46 Labour Foreman 1.0 77.39 3,870 Labourer 2.0 68.32 6,832 Backhoe Operator 1.0 78.30 3,915 1.7 CY Backhoe Loader (Case680)1.0 35.51 1,776 3/4 Ton Pickup Truck 4x4 1.0 18.62 931 Prod=10.00 LF/hour (100.00 LF/ day), 0.400MH/LF, 2.50 LF/MH, 50.00 hour (5.00 days) Place Straw Wattles 1.00 EA 346.46 Labour Foreman 1.0 77.39 3,870 Labourer 2.0 68.32 6,832 Backhoe Operator 1.0 78.30 3,915 1.7 CY Backhoe Loader (Case680)1.0 35.51 1,776 3/4 Ton Pickup Truck 4x4 1.0 18.62 931 Prod=6.54 CY/hour (65.40 CY/ day), 0.688MH/CY, 1.45 CY/MH, 305.82 hour (30.58 days) Place Rock Protection 1.00 EA 533.775 Labour Foreman 1.0 77.39 23,668 Labourer 1.0 68.32 20,894 Backhoe Operator 1.0 78.30 23,946 Loader Operator 0.5 78.30 11,973 Off Hwy Truck Driver 1.0 73.89 22,597 2.0 CY Loader (CAT IT28) 0.5 38.33 5,861 1.7 CY Backhoe Loader (Case680)1.0 47.15 14,420 25 Ton Articulated Truck (Cat D250) 1.0 111.79 34,188 3/4 Ton Pickup Truck 4x4 1.0 18.62 5,694 9" Riprap (250mm) 4,000.0 TN 12.65 50,600 Heavy Duty Silt Fence 10,000.0 FT 1.50 15,000 Straw WattlesBales 500.0 LF 3.98 1,990 Stakes for Straw Bales (2" x 2" x 4 ft) 500.0 EA 1.00 500 080 Set-Up and Servicing of Engineers Field Office 1.00 LS 74 5,538 562 1,600 7,701 73.58 5,538.36 562.20 1,600.00 7,700.56 10 Set-Up and Servicing of Engineers Field Office 1.00 LS 74 5,538 562 1,600 7,701 73.58 5,538.36 562.20 1,600.00 7,700.56 Prod=1.00 HR/hour (10.00 HR/ day), 3.000MH/HR, 0.33 HR/MH, 5.00 hour (0.50 days) Set Up Office Trailer Engineer 1.00 EA 232.65 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Prod=1.00 HRS/hour (10.00 HRS/ day), 2.000MH/HRS, 0.50 HRS/MH, 20.00 hour (2.00 days) Electrical Hookup 1.00 EA 174.62 Electrician 2.0 78.00 3,120 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 Prod=24.22 SF/hour (242.19 SF/ day), 0.186MH/SF, 5.38 SF/MH, 4.13 hour (0.41 days) Erect Access Stairs & Walkways 1.00 EA 349.94 Labourer 1.0 68.32 282 Carpenter Foreman 1.0 73.89 305 Carpenter 2.0 72.89 602 Boomtruck Operator 0.5 77.06 159 5 Ton Boomtruck 1.0 23.42 97 Trailer Tie Down Materials 1.0 LS 450.00 450 Entry Stopp Materials 1.0 LS 650.00 650 Electrical Supplies for trailer hook up 1.0 LS 500.00 500 090 Staging and Parking Area 1.00 LS 1,415 106,492 54,013 44,200 117,875 342,580 1,415.00 106,491.65 54,012.95 44,200.00 117,875.00 342,579.60 10 Office Site Prep and Reclaim 4,450.00 SY 275 20,011 5,101 7,200 27,500 59,812 0.06 4.50 1.15 1.62 6.18 13.44 Prod=2,200.00 SY/hour (22,000.00 SY/ day), 0.002MH/SY, 488.89 SY/MH, 20.00 hour (2.00 days) Grade Yard 1.00 EA 542.125 Labour Foreman 0.5 77.39 774 Labourer 1.0 68.32 1,366 Water Truck Driver 1.0 73.89 1,478 Grader Operator 1.0 78.30 1,566 Packer Operator 1.0 75.90 1,518 200 Hsp Grader (Cat 14G) 1.0 87.75 1,755 15 Ton Compactor 84" (Cat 563) 1.0 66.59 1,332 3/4 Ton Pickup Truck 4x4 0.5 18.62 186 3000 Gallon Watertruck 1.0 43.37 867 Prod=26.67 SF/hour (266.67 SF/ day), 0.169MH/SF, 5.93 SF/MH, 30.00 hour (3.00 days) Erect Access Stairs & Walkways 1.00 EA 349.94 Labourer 1.0 68.32 2,050 Carpenter Foreman 1.0 73.89 2,217 Carpenter 2.0 72.89 4,373 Boomtruck Operator 0.5 77.06 1,156 5 Ton Boomtruck 1.0 23.42 703 Prod=1.00 HR/hour (10.00 HR/ day), 5.000MH/HR, 0.20 HR/MH, 10.00 hour (1.00 days) Setup Office Equipment 1.00 EA 377.09 Labourer 4.0 68.32 2,733 Electrician 1.0 78.00 780 5 Ton Flat Bed Truck 1.0 25.81 258 Aggregate Base 1,200.0 TN 6.00 7,200 Chainlink Fence 1800mm (6 ft) 1,100.0 FT 25.00 27,500 15 Main Access Road 4.50 Mile 930 70,515 35,601 90,375 216,491 206.67 15,669.97 7,911.41 20,083.33 48,109.16 10 Main Access Road Clearing 3.30 AC 50 3,617 2,014 5,631 15.15 1,096.02 610.41 1,706.42 Prod=0.66 AC/hour (6.60 AC/ day), 15.152MH/AC, 0.07 AC/MH, 5.00 hour (0.50 days) Clear Right of Way 1.00 EA 1126.24 Labour Foreman 1.0 77.39 387 Labourer 5.0 68.32 1,708 Backhoe Operator 1.0 78.30 392 Dozer Operator 1.0 78.30 392 Truck Driver 2.0 73.89 739 305 Hsp Bulldozer ( Cat D8 ) 1.0 136.76 684 2.6 CY Backhoe (Cat 350)1.0 98.70 494 20 Ton (10 CY) Tandem Truck 1.0 38.17 191 3/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 10 Ton All Terrain Vehicle ( Nodwell 110 ) 1.0 81.61 408 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 3/4 Ton Crew Cab Truck 1.0 11.34 57 5 Ton Flat Bed Truck 1.0 17.67 88 15 Access Road Grading 42,240.00 SY 700 53,158 26,151 79,309 0.02 1.26 0.62 1.88 Prod=301.71 SY/hour (3,017.14 SY/ day), 0.017MH/SY, 60.34 SY/MH, 140.00 hour (14.00 days) Grading Access 1.00 EA 566.49 Equipment Foreman 1.0 82.13 11,498 Grader Operator 1.0 78.30 10,962 Packer Operator 1.0 77.06 10,788 Labourer 1.0 68.32 9,565 Water Truck Driver 1.0 73.89 10,345 200 Hsp Grader (Cat 14G) 1.0 87.75 12,285 15 Ton Compactor 84" (Cat 563) 1.0 47.13 6,598 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,607 5000 Gallon Watertanker 1.0 33.29 4,661 25 Access Road Gravel Surfacing 3,615.00 CY 180 13,740 7,436 90,375 111,551 0.05 3.80 2.06 25.00 30.86 Prod=120.50 CY/hour (1,205.00 CY/ day), 0.050MH/CY, 20.08 CY/MH, 30.00 hour (3.00 days) Place Compact Grade Road Base Gravel 1.00 EA 705.88 Equipment Foreman 1.0 82.13 2,464 Grader Operator 1.0 78.30 2,349 Dozer Operator 1.0 78.30 2,349 Packer Operator 1.0 77.06 2,312 Labourer 1.0 68.32 2,050 Water Truck Driver 1.0 73.89 2,217 170 Hsp Bulldozer ( Cat D6 ) 1.0 68.57 2,057 200 Hsp Grader (Cat 14G) 1.0 87.75 2,633 15 Ton Compactor 84" (Cat 563) 1.0 47.13 1,414 3/4 Ton Pickup Truck 2x2 1.0 11.14 334 5000 Gallon Watertanker 1.0 33.29 999 Road Base Gravel 3,615.0 CY 25.00 90,375 30 Access Road Stream Crossings 2.00 EA 20,000 10,000.00 Stream Crossings 2.0 EA 10,000.00 20 Construct Temporary Storage & Laydown Area 1.00 LS 210 15,966 13,311 37,000 66,277 210.00 15,966.30 13,310.50 37,000.00 66,276.80 Prod=64.29 TN/hour (642.86 TN/ day), 0.047MH/TN, 21.43 TN/MH, 70.00 hour (7.00 days) Place Granular in Yard 1.00 EA 418.24 Water Truck Driver 1.0 73.89 5,172 Grader Operator 1.0 78.30 5,481 Packer Operator 1.0 75.90 5,313 200 Hsp Grader (Cat 14G) 1.0 87.75 6,143 15 Ton Compactor 84" (Cat 563) 1.0 66.59 4,661 Compact Pickup Truck 2x2 1.0 7.98 559 3000 Gallon Watertruck 1.0 27.83 1,948 Liner for Storage 10,000.0 SF 1.00 10,000 Aggregate Base 4,500.0 TN 6.00 27,000 100 Clearing and Grubbing of Staging Area and Borrow Area 1.00 LS 85 6,513 5,860 12,373 85.00 6,513.35 5,859.85 12,373.20 10 Clearing 1.00 AC 70 5,320 4,582 9,902 70.00 5,319.70 4,582.30 9,902.00 Prod=0.10 AC/hour (1.00 AC/ day), 70.000MH/AC, 0.01 AC/MH, 10.00 hour (1.00 days) Clear Right of Way 1.00 EA 990.2 Labourer 2.0 68.32 1,366 Equipment Foreman 1.0 82.13 821 Backhoe Operator 2.0 78.30 1,566 Dozer Operator 2.0 78.30 1,566 160 Hsp Harvester (Cat 550)1.0 97.40 974 Cat TK723 Feller Buncher 1.0 143.22 1,432 150 Hsp Grapple (Cat 527) 1.0 85.38 854 Chipper - clearing 1.0 120.89 1,209 3/4 Ton Crew Cab Truck 1.0 11.34 113 20 Grubbing 1.00 AC 15 1,194 1,278 2,471 15.00 1,193.65 1,277.55 2,471.20 Prod=0.20 AC/hour (2.00 AC/ day), 15.000MH/AC, 0.07 AC/MH, 5.00 hour (0.50 days) Grubbing 1.00 EA 494.24 Equipment Foreman 1.0 82.13 411 Backhoe Operator 1.0 78.30 392 Dozer Operator 1.0 78.30 392 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 472 2.6 CY Backhoe (Cat 350)1.0 142.59 713 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 105 Topsoil Stripping & Replacement-Staging Area 1,600.00 CY 240 17,717 16,891 450 35,058 0.15 11.07 10.56 0.28 21.91 410 Topsoil Stripping & Replacement sta 30+00 to 114+00 1,600.00 CY 240 17,717 16,891 450 35,058 0.15 11.07 10.56 0.28 21.91 10 Topsoil Stripping 1,600.00 CY 80 6,126 8,216 14,342 0.05 3.83 5.13 8.96 Prod=160.00 CY/hour (1,600.00 CY/ day), 0.050MH/CY, 20.00 CY/MH, 10.00 hour (1.00 days) Topsoil Stripping to Stockpile 3 trucks 1.00 EA 1434.18 Equipment Foreman 1.0 82.13 821 Loader Operator 1.0 78.30 783 Dozer Operator 2.0 78.30 1,566 Water Truck Driver 1.0 73.89 739 Off Hwy Truck Driver 3.0 73.89 2,217 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 943 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 1,931 6.5 CY Loader (Cat 980) 1.0 136.83 1,368 25 Ton Articulated Truck (Cat D250) 3.0 111.79 3,354 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 3000 Gallon Watertruck 1.0 43.37 434 15 Cover Topsoil Pile 1,600.00 CY 40 2,733 459 450 3,642 0.03 1.71 0.29 0.28 2.28 Prod=80.00 CY/hour (800.00 CY/ day), 0.025MH/CY, 40.00 CY/MH, 20.00 hour (2.00 days) Cover & Uncover Topsoil Piles 1.00 EA 159.59 Labourer 2.0 68.32 2,733 1 Ton Flat Bed Truck 4x4 1.0 22.95 459 Geotextile (Class II - Non Woven - 1mm) 4,500.0 SF 0.10 450 4/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 Topsoil Replacement 1,600.00 CY 120 8,859 8,216 17,075 0.08 5.54 5.13 10.67 Prod=160.00 CY/hour (1,600.00 CY/ day), 0.075MH/CY, 13.33 CY/MH, 10.00 hour (1.00 days) Topsoil Stripping to Stockpile 3 trucks 1.00 EA 1707.46 Equipment Foreman 1.0 82.13 821 Loader Operator 1.0 78.30 783 Dozer Operator 2.0 78.30 1,566 Labourer 4.0 68.32 2,733 Water Truck Driver 1.0 73.89 739 Off Hwy Truck Driver 3.0 73.89 2,217 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 943 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 1,931 6.5 CY Loader (Cat 980) 1.0 136.83 1,368 25 Ton Articulated Truck (Cat D250) 3.0 111.79 3,354 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 3000 Gallon Watertruck 1.0 43.37 434 108 Revegitation 17.00 AC 42,500 2,500.00 10 Revegitation 17.00 AC 42,500 2,500.00 Seeding & Wood Fiber Mulch 17.0 AC 2,500.00 Diversion Dam and Intake Structure 1.00 LS 5,921 426,377 119,383 81,091 112,743 825,094 5,921.36 426,376.72 119,383.29 81,091.07 112,742.56 825,093.63 300 Clearing & Grubbing Diversion 1.00 LS 70 5,120 1,941 7,061 70.00 5,120.10 1,941.20 7,061.30 10 Clearing & Grubbing Diversion 1.00 LS 70 5,120 1,941 7,061 70.00 5,120.10 1,941.20 7,061.30 10 Clearing 0.10 AC 70 5,120 1,941 7,061 700.00 51,201.00 19,412.00 70,613.00 Prod=0.01 AC/hour (0.10 AC/ day), 700.000MH/AC, 0.00 AC/MH, 10.00 hour (1.00 days) Clear Right of Way 1.00 EA 706.13 Labourer 4.0 68.32 2,733 Equipment Foreman 1.0 82.13 821 Backhoe Operator 1.0 78.30 783 Dozer Operator 1.0 78.30 783 160 Hsp Harvester (Cat 550)1.0 97.40 974 150 Hsp Grapple (Cat 527) 1.0 85.38 854 3/4 Ton Crew Cab Truck 1.0 11.34 113 305 Control of Water-Diversion Dam & Intake Structure 1.00 LS 1,450 101,160 18,730 5,865 125,755 1,450.00 101,159.50 18,730.00 5,865.00 125,754.50 10 Construct River Diversion 1.00 LS 850 60,168 10,846 5,865 76,879 850.00 60,167.50 10,846.00 5,865.00 76,878.50 10 Install Bypass Culverts & Sand Bags First Phase 1.00 LS 390 27,597 4,836 4,905 37,339 390.00 27,597.30 4,836.40 4,905.00 37,338.70 14 Culvert Pipe 100.00 LF 70 4,973 1,173 4,425 10,571 0.70 49.73 11.73 44.25 105.71 Prod=10.00 LF/hour (100.00 LF/ day), 0.700MH/LF, 1.43 LF/MH, 10.00 hour (1.00 days) Lay Culvert Pipe 1.00 EA 614.61 Backhoe Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 5.0 68.32 3,416 2.6 CY Backhoe (Cat 350)1.0 98.70 987 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 900 mm (36") x 3.5 mm Corrugated Steel Pipe (68mm x 13mm)100.0 FT 44.25 4,425 24 Fill & Place Sand Bags 800.00 EA 160 11,312 1,832 13,144 0.20 14.14 2.29 16.43 Prod=40.00 EA/hour (400.00 EA/ day), 0.200MH/EA, 5.00 EA/MH, 20.00 hour (2.00 days) Fill Sandbags 1.00 EA 657.19 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 6.0 68.32 8,198 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 5 Ton Flat Bed Truck 1.0 25.81 516 34 Place Sandbags for Diversion 800.00 EA 160 11,312 1,832 480 13,624 0.20 14.14 2.29 0.60 17.03 Prod=40.00 EA/hour (400.00 EA/ day), 0.200MH/EA, 5.00 EA/MH, 20.00 hour (2.00 days) Place Sandbags 1.00 EA 657.19 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 6.0 68.32 8,198 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 5 Ton Flat Bed Truck 1.0 25.81 516 Rubber Liner 1,000.0 SF 0.48 480 20 Install Bypass Culverts & Sand Bags Second Phase 1.00 LS 230 16,285 3,005 480 19,770 230.00 16,285.10 3,004.80 480.00 19,769.90 14 Culvert Pipe 100.00 LF 70 4,973 1,173 6,146 0.70 49.73 11.73 61.46 Prod=10.00 LF/hour (100.00 LF/ day), 0.700MH/LF, 1.43 LF/MH, 10.00 hour (1.00 days) Lay Culvert Pipe 1.00 EA 614.61 Backhoe Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 5.0 68.32 3,416 2.6 CY Backhoe (Cat 350)1.0 98.70 987 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 34 Place Sandbags for Diversion 800.00 EA 160 11,312 1,832 480 13,624 0.20 14.14 2.29 0.60 17.03 Prod=40.00 EA/hour (400.00 EA/ day), 0.200MH/EA, 5.00 EA/MH, 20.00 hour (2.00 days) Place Sandbags 1.00 EA 657.19 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 6.0 68.32 8,198 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 5 Ton Flat Bed Truck 1.0 25.81 516 Rubber Liner 1,000.0 SF 0.48 480 5/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 30 Remove Diversion 1.00 LS 230 16,285 3,005 480 19,770 230.00 16,285.10 3,004.80 480.00 19,769.90 14 Culvert Pipe 100.00 LF 70 4,973 1,173 6,146 0.70 49.73 11.73 61.46 Prod=10.00 LF/hour (100.00 LF/ day), 0.700MH/LF, 1.43 LF/MH, 10.00 hour (1.00 days) Remove Culvert 1.00 EA 614.61 Backhoe Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 5.0 68.32 3,416 2.6 CY Backhoe (Cat 350)1.0 98.70 987 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 34 Place Sandbags for Diversion 800.00 EA 160 11,312 1,832 480 13,624 0.20 14.14 2.29 0.60 17.03 Prod=40.00 EA/hour (400.00 EA/ day), 0.200MH/EA, 5.00 EA/MH, 20.00 hour (2.00 days) Place Sandbags 1.00 EA 657.19 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 6.0 68.32 8,198 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 5 Ton Flat Bed Truck 1.0 25.81 516 Rubber Liner 1,000.0 SF 0.48 480 20 Pump Water 1.00 LS 600 40,992 7,884 48,876 600.00 40,992.00 7,884.00 48,876.00 Prod=1.00 HRS/hour (10.00 HRS/ day), 2.000MH/HRS, 0.50 HRS/MH, 300.00 hour (30.00 days) Pump Water 1.00 EA 162.92 Labourer 2.0 68.32 40,992 60 KW Diesel Generator Set 1.0 20.99 6,297 2" Diesel Water Pump 8,000 gph 1.0 4.20 1,260 2" Electric Submersible Pump 1.0 1.09 327 310 Diversion Dam Area Fill 1,100.00 CY 410 30,143 19,068 49,211 0.37 27.40 17.33 44.74 10 Diversion Dam Area Fill 1,100.00 CY 300 21,497 5,480 26,977 0.27 19.54 4.98 24.52 Prod=36.67 CY/hour (366.67 CY/ day), 0.273MH/CY, 3.67 CY/MH, 30.00 hour (3.00 days) Diversion Dam Area Fill 1.00 EA 899.23 Loader Operator 1.0 78.30 2,349 Packer Operator 1.0 77.06 2,312 Labour Foreman 1.0 77.39 2,322 Labourer 6.0 68.32 12,298 Water Truck Driver 1.0 73.89 2,217 3.5 CY Loader (Cat 950) 1.0 73.65 2,210 Jumping Jack Tamper 1.0 2.67 80 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 246 6 Ton Compactor 48"(Cat 323) 1.0 36.15 1,085 3/4 Ton Pickup Truck 4x4 1.0 18.62 559 3000 Gallon Watertruck 1.0 43.37 1,301 20 Produce Backfill Material from Rock Cuts 1,100.00 CY 90 7,125 11,882 19,006 0.08 6.48 10.80 17.28 Prod=36.67 CY/hour (366.67 CY/ day), 0.082MH/CY, 12.22 CY/MH, 30.00 hour (3.00 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 2,464 Loader Operator 1.0 78.30 2,349 Crusher Operator 1.0 77.06 2,312 3.5 CY Loader (Cat 950) 1.0 73.65 2,210 Radial Stacker 24"x100 15 Hsp 1.0 18.87 566 Conveyor 18"x30 5Hsp 3.0 6.28 565 Portable Cone with Screening Plant & Generator 1.0 266.07 7,982 3/4 Ton Pickup Truck 4x4 1.0 18.62 559 25 Load Haul Processed Material for Backfill 1,100.00 CY 20 1,522 1,706 3,228 0.02 1.38 1.55 2.93 Prod=110.00 CY/hour (1,100.00 CY/ day), 0.018MH/CY, 55.00 CY/MH, 10.00 hour (1.00 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 783 Off Hwy Truck Driver 1.0 73.89 739 3.5 CY Loader (Cat 950) 1.0 58.84 588 25 Ton Articulated Truck (Cat D250) 1.0 111.79 1,118 311 Diversion Dam Area Excavation 2,500.00 CY 400 29,609 24,525 46,841 100,975 0.16 11.84 9.81 18.74 40.39 05 Presplit Blasting 4,500.00 SF 140 10,063 3,680 33,268 47,010 0.03 2.24 0.82 7.39 10.45 Prod=112.50 FT/hour (1,125.00 FT/ day), 0.062MH/FT, 16.07 FT/MH, 20.00 hour (2.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 687.12 Equipment Foreman 1.0 82.13 1,643 Labourer 2.0 68.32 2,733 Powderman 1.0 75.05 1,501 Driller 2.0 69.77 2,791 Shotfirer 1.0 69.77 1,395 Hydraulic Drill 3" (AC1238/Tam400)2.0 73.85 2,954 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 5 Ton Flat Bed Truck 1.0 17.67 353 Leadin Line 10.0 EA 200.00 2,000 Emulex 927 1 1/4 presplit powder 12in stick 2,250.0 EA 2.75 6,188 Electric Blasting Caps 100.0 EA 3.48 348 Blast Mats 300.0 SF 82.44 24,732 10 Drill and Shoot 2,500.00 CY 90 6,512 3,050 13,573 23,135 0.04 2.60 1.22 5.43 9.25 10 Drill and Shoot Production 2,500.00 CY 90 6,512 3,050 13,573 23,135 0.04 2.60 1.22 5.43 9.25 Prod=150.00 FT/hour (1,500.00 FT/ day), 0.060MH/FT, 16.67 FT/MH, 10.00 hour (1.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 956.19 Equipment Foreman 1.0 82.13 821 Backhoe Operator 1.0 78.30 783 Labourer 2.0 68.32 1,366 Powderman 1.0 75.05 751 Driller 3.0 69.77 2,093 Shotfirer 1.0 69.77 698 1.7 CY Backhoe Loader (Case680)1.0 47.15 472 Hydraulic Drill 3" (AC1238/Tam400)3.0 73.85 2,216 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 5 Ton Flat Bed Truck 1.0 17.67 177 6/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Caps 70.0 EA 7.20 504 Booster 70.0 EA 4.85 340 Anfo 7,500.0 LB 0.75 5,625 Drill Bits 1.0 EA 400.00 400 Drill Steel 1.0 EA 1,000.00 1,000 Between Holes QRC 1 for every 4 holes 16.6 EA 4.75 79 Shoot Line 3.0 EA 52.00 156 Hydromite 880 Wet Holes 10%250.0 LB 1.88 470 Blast Mats 2,500.0 SF 2.00 5,000 20 Load Haul Rock to Waste Dump 2,500.00 CY 160 12,252 16,416 28,668 0.06 4.90 6.57 11.47 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.064MH/CY, 15.63 CY/MH, 20.00 hour (2.00 days) Excavation Crew 1.00 EA 1433.39 Equipment Foreman 1.0 82.13 1,643 Backhoe Operator 1.0 78.30 1,566 Grader Operator 1.0 78.30 1,566 Dozer Operator 1.0 78.30 1,566 Water Truck Driver 1.0 73.89 1,478 Off Hwy Truck Driver 3.0 73.89 4,433 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 3,862 200 Hsp Grader (Cat 14G) 1.0 87.75 1,755 2.6 CY Backhoe (Cat 350)1.0 142.59 2,852 25 Ton Articulated Truck (Cat D250) 3.0 111.79 6,707 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 3000 Gallon Watertruck 1.0 43.37 867 40 Excavate Slots for Cut Off Wallls 35.00 CY 10 783 1,379 2,162 0.29 22.37 39.39 61.77 Prod=3.50 CY/hour (35.00 CY/ day), 0.286MH/CY, 3.50 CY/MH, 10.00 hour (1.00 days) Backhoe Excavation Rock 1.00 EA 216.18 Backhoe Operator 1.0 78.30 783 2.0 CY Backhoe ( Cat 330 ) 1.0 110.31 1,103 Hoe Hammer 20X 1.0 27.57 276 320 Diversion Dam Initial Cleaning for Mapping 2,000.00 SF 120 8,491 2,693 11,184 0.06 4.25 1.35 5.59 10 Foundation Cleaning 2,000.00 SF 120 8,491 2,693 11,184 0.06 4.25 1.35 5.59 Prod=100.00 SF/hour (1,000.00 SF/ day), 0.060MH/SF, 16.67 SF/MH, 20.00 hour (2.00 days) Foundation Cleaning 1.00 EA 559.2 Labour Foreman 1.0 77.39 1,548 Labourer 4.0 68.32 5,466 Water Truck Driver 1.0 73.89 1,478 1.7 CY Backhoe Loader (Case680)1.0 35.51 710 375 CFM Diesel Compressor 1.0 36.56 731 15 LB Chipping Hammer 1.0 0.58 12 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 3000 Gallon Watertruck 1.0 43.37 867 330 Diversion Dam Final Cleaning for Concrete Placement 2,000.00 SF 80 5,758 2,693 8,451 0.04 2.88 1.35 4.23 10 Foundation Cleaning 2,000.00 SF 80 5,758 2,693 8,451 0.04 2.88 1.35 4.23 Prod=100.00 SF/hour (1,000.00 SF/ day), 0.040MH/SF, 25.00 SF/MH, 20.00 hour (2.00 days) Foundation Cleaning 1.00 EA 422.56 Labour Foreman 1.0 77.39 1,548 Labourer 2.0 68.32 2,733 Water Truck Driver 1.0 73.89 1,478 1.7 CY Backhoe Loader (Case680)1.0 35.51 710 375 CFM Diesel Compressor 1.0 36.56 731 15 LB Chipping Hammer 1.0 0.58 12 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 3000 Gallon Watertruck 1.0 43.37 867 331 Rock Drains for Rock Cut Slopes 100.00 LF 8 561 461 1,022 0.08 5.61 4.61 10.22 18 Rock Face Drains Pipeline 100.00 LF 8 561 461 1,022 0.08 5.61 4.61 10.22 Prod=26.25 FT/hour (262.50 FT/ day), 0.076MH/FT, 13.13 FT/MH, 3.81 hour (0.38 days) Drill Rock Face Drains with Hydraulic Drill 1.00 EA 268.23 Labour Foreman 1.0 77.39 295 Driller 1.0 69.77 266 Hydraulic Drill 3" (AC1238/Tam400)1.0 102.45 390 3/4 Ton Pickup Truck 4x4 1.0 18.62 71 332 Gabion Walls 400.00 CY 1,313 94,121 19,697 150 26,740 140,707 3.28 235.30 49.24 0.38 66.85 351.77 10 Buy Haul Unload Baskets 310.00 EA 25 1,853 476 26,350 28,679 0.08 5.98 1.54 85.00 92.51 Prod=1,860.00 LB/hour (18,600.00 LB/ day), 0.001MH/LB, 744.00 LB/MH, 10.00 hour (1.00 days) Buy Haul Unload Baskets 1.00 EA 232.935 Loader Operator 1.0 78.30 783 Labour Foreman 0.5 77.39 387 Labourer 1.0 68.32 683 Cat TH63 Forklift 1.0 38.31 383 3/4 Ton Pickup Truck 4x4 0.5 18.62 93 Gabion Baskets 310.0 EA 85.00 26,350 20 Sort Rock for Gabions 420.00 CY 50 3,897 2,935 6,832 0.12 9.28 6.99 16.27 Prod=21.00 CY/hour (210.00 CY/ day), 0.119MH/CY, 8.40 CY/MH, 20.00 hour (2.00 days) Sort Gabion Rock 1.00 EA 341.58 Backhoe Operator 1.0 78.30 1,566 Loader Operator 0.5 78.30 783 Labour Foreman 1.0 77.39 1,548 3.5 CY Loader (Cat 950) 0.5 58.84 588 2.6 CY Backhoe (Cat 350)1.0 98.70 1,974 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 25 Load & Haul Gabion Rock 420.00 CY 10 761 853 1,614 0.02 1.81 2.03 3.84 Prod=84.00 CY/hour (840.00 CY/ day), 0.024MH/CY, 42.00 CY/MH, 5.00 hour (0.50 days) Load Haul Gabion Rock 1.00 EA 322.82 Loader Operator 1.0 78.30 392 Off Hwy Truck Driver 1.0 73.89 369 3.5 CY Loader (Cat 950) 1.0 58.84 294 25 Ton Articulated Truck (Cat D250) 1.0 111.79 559 7/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 30 Prefabricate Baskets 310.00 EA 390 27,824 2,421 30,245 1.26 89.75 7.81 97.56 Prod=2.38 EA/hour (23.85 EA/ day), 1.258MH/EA, 0.79 EA/MH, 130.00 hour (13.00 days) Prefabricate Gabion Baskets 1.00 EA 232.65 Labour Foreman 1.0 77.39 10,061 Labourer 2.0 68.32 17,763 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,421 40 Place & Fill Baskets 310.00 EA 780 55,766 12,649 68,415 2.52 179.89 40.80 220.69 Prod=2.38 EA/hour (23.85 EA/ day), 2.516MH/EA, 0.40 EA/MH, 130.00 hour (13.00 days) Place Gabion Stones & Baskets 1.00 EA 526.27 Backhoe Operator 1.0 78.30 10,179 Labour Foreman 1.0 77.39 10,061 Labourer 4.0 68.32 35,526 1.5 CY Backhoe ( Cat 225 ) 1.0 78.68 10,228 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,421 50 Hand Compact Fill Behind Wall 200.00 CY 40 2,733 82 2,815 0.20 13.66 0.41 14.07 Prod=20.00 CY/hour (200.00 CY/ day), 0.200MH/CY, 5.00 CY/MH, 10.00 hour (1.00 days) Hand Compact Fill Behind Wall 1.00 EA 281.49 Labourer 4.0 68.32 2,733 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 82 60 Place Geotextile 300.00 SY 12 877 132 390 1,399 0.04 2.92 0.44 1.30 4.66 10 Non-Woven Geotextiles 300.00 SY 12 877 132 390 1,399 0.04 2.92 0.44 1.30 4.66 Prod=100.00 SY/hour (1,000.00 SY/ day), 0.040MH/SY, 25.00 SY/MH, 3.00 hour (0.30 days) Place Geotextile 1.00 EA 336.44 Loader Operator 1.0 78.30 235 Labour Foreman 1.0 77.39 232 Labourer 2.0 68.32 410 4 Tonne Forklift (JCB-8000lb) 1.0 25.49 76 3/4 Ton Pickup Truck 4x4 1.0 18.62 56 Geotextiles Staples 300.0 SY 0.05 15 Geotextile (Class II - Non Woven - 1mm) 375.0 SY 1.00 375 70 Expoxy Eye Bolts 6.00 EA 6 410 149 150 708 1.00 68.32 24.75 25.00 118.07 Prod=1.00 EA/hour (10.00 EA/ day), 1.000MH/EA, 1.00 EA/MH, 6.00 hour (0.60 days) Eye Bolt 1.00 EA 93.07 Labourer 1.0 68.32 410 125 CFM Diesel Compressor 1.0 16.50 99 Diamond Core Drill (Hilti) 1.0 8.25 50 Expoxy Eye Bolts 6.0 EA 25.00 150 333 Riprap-Diversion Dam 30.00 CY 7 565 439 1,004 0.25 18.83 14.63 33.46 10 Riprap Outlet 30.00 CY 7 565 439 1,004 0.25 18.83 14.63 33.46 05 Sort RipRap from Rock Cut 30.00 CY 3 234 176 410 0.10 7.79 5.87 13.66 Prod=25.00 CY/hour (250.00 CY/ day), 0.100MH/CY, 10.00 CY/MH, 1.20 hour (0.12 days) Sort Riprap 1.00 EA 341.58 Backhoe Operator 1.0 78.30 94 Loader Operator 0.5 78.30 47 Labour Foreman 1.0 77.39 93 3.5 CY Loader (Cat 950) 0.5 58.84 35 2.6 CY Backhoe (Cat 350)1.0 98.70 118 3/4 Ton Pickup Truck 4x4 1.0 18.62 22 10 Load & Haul Riprap 30.00 CY 0 37 41 77 0.02 1.22 1.37 2.58 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.016MH/CY, 62.50 CY/MH, 0.24 hour (0.02 days) Load haul Riprap 1.00 EA 322.82 Loader Operator 1.0 78.30 19 Off Hwy Truck Driver 1.0 73.89 18 3.5 CY Loader (Cat 950) 1.0 58.84 14 25 Ton Articulated Truck (Cat D250) 1.0 111.79 27 15 Place Riprap & Bedding 30.00 CY 3 259 151 410 0.11 8.64 5.03 13.67 Prod=35.00 CY/hour (350.00 CY/ day), 0.114MH/CY, 8.75 CY/MH, 0.86 hour (0.09 days) Place RipRap 1.00 EA 478.47 Backhoe Operator 1.0 78.30 67 Loader Operator 1.0 78.30 67 Labour Foreman 1.0 77.39 66 Labourer 1.0 68.32 59 3.5 CY Loader (Cat 950) 1.0 58.84 50 2.6 CY Backhoe (Cat 350)1.0 98.70 85 3/4 Ton Pickup Truck 4x4 1.0 18.62 16 20 Produce Bedding material from Rock Cut 7.71 CY 0 24 58 82 0.04 3.11 7.55 10.66 Prod=50.00 CY/hour (500.00 CY/ day), 0.040MH/CY, 25.00 CY/MH, 0.15 hour (0.02 days) Screen Bedding Material 1.00 EA 532.79 Loader Operator 1.0 78.30 12 Crusher Operator 1.0 77.06 12 3.5 CY Loader (Cat 950) 1.0 73.65 11 Radial Stacker 24"x100 15 Hsp 1.0 18.87 3 Conveyor 18"x30 5Hsp 3.0 6.28 3 Portable Cone with Screening Plant & Generator 1.0 266.07 41 25 Load Haul Bedding Material 7.45 CY 0 11 13 24 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 0.07 hour (0.01 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 6 Off Hwy Truck Driver 1.0 73.89 6 3.5 CY Loader (Cat 950) 1.0 58.84 4 25 Ton Articulated Truck (Cat D250) 1.0 111.79 8 8/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 336.5 No.8 Anchors For Cut Slopes 15.00 EA 110 7,925 2,600 1,155 11,680 7.33 528.35 173.33 77.00 778.68 10 Drill Rock Bolts 270.00 FT 60 4,319 2,039 6,357 0.22 16.00 7.55 23.55 Prod=27.00 FT/hour (270.00 FT/ day), 0.222MH/FT, 4.50 FT/MH, 10.00 hour (1.00 days) Drill Holes for Rockbolt 1.00 EA 635.72 Loader Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 2.0 68.32 1,366 Driller 2.0 69.77 1,395 250 CFM Diesel Compressor 1.0 23.79 238 Motorized Manlift 30 Ft 1.0 13.74 137 Hydraulic Drill 3" (AC1238/Tam400)2.0 73.85 1,477 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 20 Install Rock Bolts 15.00 EA 50 3,607 562 1,155 5,323 3.33 240.43 37.43 77.00 354.87 Prod=27.00 LF/hour (270.00 LF/ day), 0.185MH/LF, 5.40 LF/MH, 10.00 hour (1.00 days) Install Rock Bolts 1.00 EA 416.8 Loader Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 3.0 68.32 2,050 250 CFM Diesel Compressor 1.0 23.79 238 Motorized Manlift 30 Ft 1.0 13.74 137 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Bolt, Plate Washer 15.0 EA 15.00 225 Resin Cartrage 60.0 EA 2.00 120 Supply #8 Rockbolt 270.0 FT 3.00 810 337 Diversion Dam & Intake Structure Reinforced Concrete 166.00 CY 1,536 112,213 19,613 23,360 61,347 216,534 9.25 675.98 118.15 140.72 369.56 1,304.42 10 Diversion Dam & Intake Structure Concrete Slab 16.70 CY 168 12,329 1,977 5 8,114 22,425 10.07 738.25 118.41 0.32 485.84 1,342.82 15 Build Base Slab Forms 136.00 SF 30 2,192 88 692 2,972 0.22 16.12 0.65 5.09 21.86 Prod=27.20 SF/hour (272.00 SF/ day), 0.221MH/SF, 4.53 SF/MH, 5.00 hour (0.50 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 369 Carpenter 5.0 72.89 1,822 5 Ton Flat Bed Truck 1.0 17.67 88 Supply Light Wood Form 136.0 SF 5.09 692 20 SSM Slab Forms 136.00 SF 33 2,395 377 136 2,908 0.24 17.61 2.77 1.00 21.38 Prod=27.20 SF/hour (272.00 SF/ day), 0.239MH/SF, 4.18 SF/MH, 5.00 hour (0.50 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 369 Carpenter 5.0 72.89 1,822 Crane Operator Class A 0.5 81.13 203 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 196 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 5 Ton Flat Bed Truck 1.0 17.67 88 Set Strip Footing Material 136.0 SF 1.00 136 25 Mix and Place Concrete Slab 18.00 CY 55 3,904 1,092 4,050 9,045 3.06 216.86 60.66 225.00 502.52 Prod=3.60 CY/hour (36.00 CY/ day), 3.056MH/CY, 0.33 CY/MH, 5.00 hour (0.50 days) Place Retaining Wall Concrete with Pump 1.00 EA 999.08 Loader Operator 1.0 78.30 392 Concrete Foreman 1.0 77.39 387 Concrete Labourer 3.0 68.32 1,025 Vibrator Operator 2.0 68.32 683 Concrete Truck Spotter 1.0 68.32 342 Carpenter 1.0 72.89 364 Concrete Pump Operator 1.0 68.32 342 Concrete Truck Driver 1.0 73.89 369 8 CY Concrete Transit Mixer 1.0 84.13 421 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 329 2-CY Concrete Bucket (Gravity)1.0 0.62 3 Concrete Vibrator-Normal 2.0 0.54 5 10 KW Generator Set (Gas) 2.0 4.93 49 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Super Sack Concrete Mix 18.0 CY 225.00 4,050 30 Finish Concrete Base Slab 450.00 SF 15 1,093 1,093 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 7.50 hour (0.75 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 1,093 35 Cure Concrete Base Slab 586.00 SF 1 85 29 115 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.59 hour (0.06 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 85 Curing Agent per m2/sf 586.0 sf 0.05 29 50 Joint Prep on Slab 177.00 SF 4 273 30 5 309 0.02 1.54 0.17 0.03 1.74 Prod=88.50 SF/hour (885.00 SF/ day), 0.023MH/SF, 44.25 SF/MH, 2.00 hour (0.20 days) Joint Prep on Slab 1.00 EA 151.67 Labourer 2.0 68.32 273 150 CFM Diesel Compressor 1.0 11.58 23 4 cf Sand Blasting Pot 1.0 3.45 7 Joint Prep on Slab Materials 177.0 SF 0.03 5 75 Reinforcement 4,580.00 LB 31 2,387 390 3,206 5,983 0.01 0.52 0.09 0.70 1.31 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 0.76 hour (0.08 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 117 Crane Operator Class A 2.0 81.13 124 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 66 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 13 Prod=916.00 LB/hour (9,160.00 LB/ day), 0.006MH/LB, 166.55 LB/MH, 5.00 hour (0.50 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 203 9/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Ironworker Foreman 4.0 77.93 1,559 Ironworker 1.0 76.93 385 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 217 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Supply Rebar 4,580.0 LB 0.70 3,206 20 Diversion Dam & Intake Structure Concrete Walls 82.90 CY 908 66,434 11,121 23,355 28,999 129,909 10.96 801.37 134.15 281.72 349.81 1,567.06 40 Build Wall Forms 1,500.00 SF 150 10,959 907 23,355 35,221 0.10 7.31 0.60 15.57 23.48 Prod=60.00 SF/hour (600.00 SF/ day), 0.100MH/SF, 10.00 SF/MH, 25.00 hour (2.50 days) Fabricate Gang Formwork 1.00 EA 474.63 Carpenter Foreman 1.0 73.89 1,847 Carpenter 5.0 72.89 9,111 3/4 Ton Pickup Truck 4x4 1.0 18.62 466 5 Ton Flat Bed Truck 1.0 17.67 442 Supply Symons Versiform 1,500.0 SF 15.57 23,355 45 SSM Wall Forms 3,110.00 SF 423 31,129 4,905 3,110 39,144 0.14 10.01 1.58 1.00 12.59 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 13.85 hour (1.38 days) Set Strip Retaining Walls one sided 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 1,023 Carpenter 5.0 72.89 5,046 Crane Operator Class A 0.5 81.13 562 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 542 3/4 Ton Pickup Truck 4x4 1.0 18.62 258 5 Ton Flat Bed Truck 1.0 17.67 245 Prod=52.00 SF/hour (520.00 SF/ day), 0.125MH/SF, 8.00 SF/MH, 51.15 hour (5.12 days) Set Strip Retaining Walls two sided 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 3,780 Carpenter 5.0 72.89 18,643 Crane Operator Class A 0.5 81.13 2,075 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 2,004 3/4 Ton Pickup Truck 4x4 1.0 18.62 952 5 Ton Flat Bed Truck 1.0 17.67 904 Set Strip Retaining Wall Material 3,110.0 SF 1.00 3,110 55 Mix and Place Concrete Wall 82.90 CY 207 14,649 4,526 18,653 37,827 2.50 176.71 54.59 225.00 456.30 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 20.73 hour (2.07 days) Place Retaining Wall Concrete with Pump 1.00 EA 925.19 Loader Operator 1.0 78.30 1,623 Concrete Foreman 1.0 77.39 1,604 Concrete Labourer 3.0 68.32 4,248 Vibrator Operator 2.0 68.32 2,832 Concrete Truck Spotter 1.0 68.32 1,416 Carpenter 1.0 72.89 1,511 Concrete Pump Operator 1.0 68.32 1,416 8 CY Concrete Transit Mixer 1.0 84.13 1,744 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 1,363 2-CY Concrete Bucket (Gravity)1.0 0.62 13 Concrete Vibrator-Normal 2.0 0.54 22 10 KW Generator Set (Gas) 2.0 4.93 204 Cat TH63 Forklift 1.0 38.31 794 3/4 Ton Pickup Truck 4x4 1.0 18.62 386 Super Sack Concrete Mix 82.9 CY 225.00 18,653 60 Finish Concrete Wall 135.00 SF 1 68 68 0.01 0.51 0.51 Prod=269.49 sf/hour (2,694.94 sf/ day), 0.007MH/sf, 134.75 sf/MH, 0.50 hour (0.05 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 68 65 Cure Concrete Walls 3,245.00 SF 6 473 162 635 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 3.25 hour (0.32 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 473 Curing Agent per m2/sf 3,245.0 SF 0.05 162 70 Patch & Point Walls 3,110.00 SF 60 4,372 62 4,434 0.02 1.41 0.02 1.43 Prod=103.67 SF/hour (1,036.67 SF/ day), 0.019MH/SF, 51.83 SF/MH, 30.00 hour (3.00 days) Patch & Point 1.00 EA 145.72 Cement Finisher 2.0 72.86 4,372 Point Patch Supplies 3,110.0 SF 0.02 62 75 Reinforcement 9,350.00 LB 61 4,785 783 7,013 12,580 0.01 0.51 0.08 0.75 1.35 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 1.56 hour (0.16 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 240 Crane Operator Class A 2.0 81.13 253 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 135 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 27 Prod=935.00 LB/hour (9,350.00 LB/ day), 0.006MH/LB, 170.00 LB/MH, 10.00 hour (1.00 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 406 Ironworker Foreman 4.0 77.93 3,117 Ironworker 1.0 76.93 769 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 435 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Supply Rebar 9,350.0 LB 0.75 7,013 30 Diversion Dam & Intake Structure Concrete Spillway 50.60 CY 229 16,694 2,830 13,621 33,145 4.52 329.91 55.92 269.20 655.04 15 Build Forms 184.00 SF 37 2,688 108 2,025 4,821 0.20 14.61 0.59 11.00 26.20 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 6.13 hour (0.61 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 453 Carpenter 5.0 72.89 2,235 5 Ton Flat Bed Truck 1.0 17.67 108 Supply Light Wood Form 184.0 SF 5.09 937 Lumber for Face Forming 136.0 SF 8.00 1,088 10/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 45 SSM Wall Forms 320.00 SF 130 9,578 1,509 184 11,271 0.41 29.93 4.72 0.58 35.22 Prod=18.40 SF/hour (184.00 SF/ day), 0.353MH/SF, 2.83 SF/MH, 10.00 hour (1.00 days) Set Strip Forms Walls 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 739 Carpenter 5.0 72.89 3,645 Crane Operator Class A 0.5 81.13 406 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 392 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 5 Ton Flat Bed Truck 1.0 17.67 177 Prod=13.60 SF/hour (136.00 SF/ day), 0.478MH/SF, 2.09 SF/MH, 10.00 hour (1.00 days) Set Strip Face Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 739 Carpenter 5.0 72.89 3,645 Crane Operator Class A 0.5 81.13 406 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 392 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 5 Ton Flat Bed Truck 1.0 17.67 177 Set Strip Retaining Wall Material 184.0 SF 1.00 184 55 Mix and Place Concrete Spillway 50.60 CY 56 3,980 1,212 11,385 16,577 1.10 78.65 23.96 225.00 327.61 Prod=10.00 CY/hour (100.00 CY/ day), 1.100MH/CY, 0.91 CY/MH, 5.06 hour (0.51 days) Place Retaining Wall Concrete with Crane 1.00 EA 1026.06 Crane Operator Class-A 1.0 81.13 411 Loader Operator 1.0 78.30 396 Concrete Foreman 1.0 77.39 392 Concrete Labourer 3.0 68.32 1,037 Vibrator Operator 2.0 68.32 691 Concrete Truck Spotter 1.0 68.32 346 Carpenter 1.0 72.89 369 Oiler 1.0 66.87 338 8 CY Concrete Transit Mixer 1.0 84.13 426 2-CY Concrete Bucket (Gravity)1.0 0.62 3 Concrete Vibrator-Normal 2.0 0.54 5 10 KW Generator Set (Gas) 2.0 4.93 50 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 440 Cat TH63 Forklift 1.0 38.31 194 3/4 Ton Pickup Truck 4x4 1.0 18.62 94 Super Sack Concrete Mix 50.6 CY 225.00 11,385 60 Finish Concrete Face Spillway 300.00 SF 2 152 152 0.01 0.51 0.51 Prod=269.49 sf/hour (2,694.94 sf/ day), 0.007MH/sf, 134.75 sf/MH, 1.11 hour (0.11 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 152 65 Cure Concrete 484.00 SF 1 71 24 95 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.48 hour (0.05 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 71 Curing Agent per m2/sf 484.0 SF 0.05 24 70 Patch & Point 185.00 SF 3 225 4 228 0.02 1.21 0.02 1.23 Prod=120.00 SF/hour (1,200.00 SF/ day), 0.017MH/SF, 60.00 SF/MH, 1.54 hour (0.15 days) Patch & Point 1.00 EA 145.72 Cement Finisher 2.0 72.86 225 Point Patch Supplies 185.0 SF 0.02 4 40 Diversion Dam & Intake Structure Concrete Wings in Rock 25.40 CY 100 7,290 1,746 8,247 17,283 3.93 287.00 68.73 324.69 680.42 25 Mix and Place Concrete Wing Wall 25.40 CY 70 4,958 1,387 6,287 12,631 2.75 195.18 54.59 247.50 497.27 Prod=4.00 CY/hour (40.00 CY/ day), 2.750MH/CY, 0.36 CY/MH, 6.35 hour (0.64 days) Place Retaining Wall Concrete with Pump 1.00 EA 999.08 Loader Operator 1.0 78.30 497 Concrete Foreman 1.0 77.39 491 Concrete Labourer 3.0 68.32 1,301 Vibrator Operator 2.0 68.32 868 Concrete Truck Spotter 1.0 68.32 434 Carpenter 1.0 72.89 463 Concrete Pump Operator 1.0 68.32 434 Concrete Truck Driver 1.0 73.89 469 8 CY Concrete Transit Mixer 1.0 84.13 534 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 418 2-CY Concrete Bucket (Gravity)1.0 0.62 4 Concrete Vibrator-Normal 2.0 0.54 7 10 KW Generator Set (Gas) 2.0 4.93 63 Cat TH63 Forklift 1.0 38.31 243 3/4 Ton Pickup Truck 4x4 1.0 18.62 118 Super Sack Concrete Mix 27.9 CY 225.00 6,287 30 Finish Concrete Wings 15.00 SF 1 36 36 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 0.25 hour (0.03 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 36 65 Cure Concrete Walls 15.00 SF 0 2 1 3 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.02 hour (0.00 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 2 Curing Agent per m2/sf 15.0 SF 0.05 1 75 Reinforcement 2,800.00 LB 29 2,294 359 1,960 4,613 0.01 0.82 0.13 0.70 1.65 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 0.47 hour (0.05 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 72 Crane Operator Class A 2.0 81.13 76 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 41 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 8 Prod=560.00 LB/hour (5,600.00 LB/ day), 0.010MH/LB, 101.82 LB/MH, 5.00 hour (0.50 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 203 11/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Ironworker Foreman 4.0 77.93 1,559 Ironworker 1.0 76.93 385 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 217 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Supply Rebar 2,800.0 LB 0.70 1,960 50 Diversion Dam & Intake Structure Concrete Trench Plug 2.30 CY 10 718 218 676 1,612 4.42 312.28 94.94 293.86 701.08 55 Mix and Place Concrete Trench Plug 3.00 CY 10 707 218 675 1,600 3.33 235.61 72.79 225.00 533.40 Prod=3.00 CY/hour (30.00 CY/ day), 3.333MH/CY, 0.30 CY/MH, 1.00 hour (0.10 days) Place Trench Plug Concrete with Pump 1.00 EA 925.19 Loader Operator 1.0 78.30 78 Concrete Foreman 1.0 77.39 77 Concrete Labourer 3.0 68.32 205 Vibrator Operator 2.0 68.32 137 Concrete Truck Spotter 1.0 68.32 68 Carpenter 1.0 72.89 73 Concrete Pump Operator 1.0 68.32 68 8 CY Concrete Transit Mixer 1.0 84.13 84 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 66 2-CY Concrete Bucket (Gravity)1.0 0.62 1 Concrete Vibrator-Normal 2.0 0.54 1 10 KW Generator Set (Gas) 2.0 4.93 10 Cat TH63 Forklift 1.0 38.31 38 3/4 Ton Pickup Truck 4x4 1.0 18.62 19 Super Sack Concrete Mix 3.0 CY 225.00 675 60 Finish Concrete Trench Plug 17.50 SF 0 9 9 0.01 0.51 0.51 Prod=269.49 sf/hour (2,694.94 sf/ day), 0.007MH/sf, 134.75 sf/MH, 0.06 hour (0.01 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 9 65 Cure Concrete Trench Plug 17.50 SF 0 3 1 3 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.02 hour (0.00 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 3 Curing Agent per m2/sf 17.5 SF 0.05 1 60 Diversion Dam & Intake Structure Concrete Roof 3.40 CY 121 8,749 1,720 1,690 12,159 35.52 2,573.25 506.03 496.99 3,576.28 40 Build Support Forms 64.00 SF 30 2,192 181 512 2,885 0.47 34.25 2.84 8.00 45.08 Prod=12.80 SF/hour (128.00 SF/ day), 0.469MH/SF, 2.13 SF/MH, 5.00 hour (0.50 days) Fabricate Formwork 1.00 EA 474.63 Carpenter Foreman 1.0 73.89 369 Carpenter 5.0 72.89 1,822 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 5 Ton Flat Bed Truck 1.0 17.67 88 Supply Wood Form Wood Walers & Strongbacks 64.0 SF 8.00 512 45 SSM Support Forms 64.00 SF 33 2,395 377 64 2,836 0.51 37.41 5.90 1.00 44.31 Prod=12.80 SF/hour (128.00 SF/ day), 0.508MH/SF, 1.97 SF/MH, 5.00 hour (0.50 days) Set Strip Support Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 369 Carpenter 5.0 72.89 1,822 Crane Operator Class A 0.5 81.13 203 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 196 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 5 Ton Flat Bed Truck 1.0 17.67 88 Set Strip Material 64.0 SF 1.00 64 55 Mix and Place Concrete Roof 3.40 CY 50 3,534 1,092 765 5,391 14.71 1,039.44 321.13 225.00 1,585.57 Prod=0.68 CY/hour (6.80 CY/ day), 14.706MH/CY, 0.07 CY/MH, 5.00 hour (0.50 days) Place Retaining Wall Concrete with Pump 1.00 EA 925.19 Loader Operator 1.0 78.30 392 Concrete Foreman 1.0 77.39 387 Concrete Labourer 3.0 68.32 1,025 Vibrator Operator 2.0 68.32 683 Concrete Truck Spotter 1.0 68.32 342 Carpenter 1.0 72.89 364 Concrete Pump Operator 1.0 68.32 342 8 CY Concrete Transit Mixer 1.0 84.13 421 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 329 2-CY Concrete Bucket (Gravity)1.0 0.62 3 Concrete Vibrator-Normal 2.0 0.54 5 10 KW Generator Set (Gas) 2.0 4.93 49 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Super Sack Concrete Mix 3.4 CY 225.00 765 60 Finish Concrete Roof 136.00 SF 1 69 69 0.01 0.51 0.51 Prod=269.49 sf/hour (2,694.94 sf/ day), 0.007MH/sf, 134.75 sf/MH, 0.50 hour (0.05 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 69 65 Cure Concrete Roof 200.00 SF 0 29 10 39 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.20 hour (0.02 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 29 Curing Agent per m2/sf 200.0 SF 0.05 10 70 Patch & Point Roof 64.00 SF 1 78 1 79 0.02 1.21 0.02 1.23 Prod=120.00 SF/hour (1,200.00 SF/ day), 0.017MH/SF, 60.00 SF/MH, 0.53 hour (0.05 days) Patch & Point 1.00 EA 145.72 Cement Finisher 2.0 72.86 78 Point Patch Supplies 64.0 SF 0.02 1 12/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 75 Reinforcement 450.00 LB 6 453 70 338 860 0.01 1.01 0.16 0.75 1.91 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 0.07 hour (0.01 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 12 Crane Operator Class A 2.0 81.13 12 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 7 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 1 Prod=450.00 LB/hour (4,500.00 LB/ day), 0.012MH/LB, 81.82 LB/MH, 1.00 hour (0.10 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 41 Ironworker Foreman 4.0 77.93 312 Ironworker 1.0 76.93 77 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 43 3/4 Ton Pickup Truck 4x4 1.0 18.62 19 Supply Rebar 450.0 LB 0.75 338 338 No.6 Anchors For Training Wall 13.00 EA 40 2,938 1,062 124 4,124 3.08 225.98 81.70 9.54 317.22 10 Anchors For Training Wall 13.00 EA 40 2,938 1,062 124 4,124 3.08 225.98 81.70 9.54 317.22 Prod=5.20 FT/hour (52.00 FT/ day), 0.769MH/FT, 1.30 FT/MH, 10.00 hour (1.00 days) Drill Install Anchors 1.00 EA 399.99 Loader Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 1.0 68.32 683 Driller 1.0 69.77 698 Motorized Manlift 30 Ft 1.0 13.74 137 Hydraulic Drill 3" (AC1238/Tam400)1.0 73.85 739 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Resin Cartrage 13.0 EA 2.00 26 Supply #6 (20M) Rebar 140.0 LB 0.70 98 339 No.8 Anchors For Training Wall 6.00 EA 40 2,938 1,062 58 4,058 6.67 489.63 177.02 9.70 676.35 10 Anchors For Training Wall 6.00 EA 40 2,938 1,062 58 4,058 6.67 489.63 177.02 9.70 676.35 Prod=2.40 FT/hour (24.00 FT/ day), 1.667MH/FT, 0.60 FT/MH, 10.00 hour (1.00 days) Drill Install Anchors 1.00 EA 399.99 Loader Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 1.0 68.32 683 Driller 1.0 69.77 698 Motorized Manlift 30 Ft 1.0 13.74 137 Hydraulic Drill 3" (AC1238/Tam400)1.0 73.85 739 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Resin Cartrage 6.0 EA 2.00 12 Supply #8 (25M) Rebar 66.0 LB 0.70 46 340 Precast Traffic Barriers 1.00 LS 80 5,817 1,492 1,700 9,009 80.00 5,817.00 1,491.60 1,700.00 9,008.60 10 Precast Traffic Barriers 10.00 FT 80 5,817 1,492 1,700 9,009 8.00 581.70 149.16 170.00 900.86 Prod=1.00 FT/hour (10.00 FT/ day), 8.000MH/FT, 0.13 FT/MH, 10.00 hour (1.00 days) Set Precast Traffic Barriers 1.00 EA 730.86 Crane Operator Class-A 1.0 81.13 811 Labour Foreman 1.0 77.39 774 Labourer 2.0 68.32 1,366 Carpenter 2.0 72.89 1,458 Off Hwy Truck Driver 1.0 73.89 739 Oiler 1.0 66.87 669 12 Ton Flatbed Truck 1.0 43.60 436 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 869 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Precast Traffic Barrier 2.0 EA 850.00 1,700 341 Fiber Reinforced Shotcrete- Gabion Walls 325.00 SF 31 2,214 788 1,016 4,018 0.09 6.81 2.42 3.13 12.36 10 Fiber Reinforced Shotcrete 3 in Rock Cut Slopes 325.00 SF 30 2,167 788 1,000 3,955 0.09 6.67 2.42 3.08 12.17 Prod=0.80 CY/hour (8.00 CY/ day), 7.500MH/CY, 0.13 CY/MH, 5.00 hour (0.50 days) Place Shotcrete on Slope 1.00 EA 590.92 Shotcrete Machine Operator 1.0 77.06 385 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Nozzleman 1.0 68.32 342 Water Truck Driver 1.0 73.89 369 8 YPH Wet Shotcrete Pump (Swing 750) 1.0 18.83 94 Shotcrete Plant 50CY (Dry) 1.0 38.49 192 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 3000 Gallon Watertruck 1.0 43.37 217 Super Sack Shotcrete 4.0 CY 250.00 1,000 20 Cure Shotcrete 325.00 SF 1 47 16 64 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.33 hour (0.03 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 47 Curing Agent per m2/sf 325.0 SF 0.05 16 342 Diversion Dam & Intake Structure Miscellaneous Metals & Items 1.00 LS 227 16,804 2,520 3,240 14,737 37,301 226.60 16,803.91 2,520.47 3,240.00 14,736.75 37,301.13 20 Diversion Structure Mechanical & Items 1.00 LS 227 16,804 2,520 3,240 14,737 37,301 226.60 16,803.91 2,520.47 3,240.00 14,736.75 37,301.13 103 Install Insulation Board 4in Thick 275.00 SF 10 729 93 1,169 1,990 0.04 2.65 0.34 4.25 7.24 Prod=55.00 SF/hour (550.00 SF/ day), 0.036MH/SF, 27.50 SF/MH, 5.00 hour (0.50 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 729 150 CFM Diesel Compressor 1.0 18.56 93 Insulation Board 2.5in Thick 275.0 SF 3.00 825 Insulation Board 1.5in Thick 275.0 SF 1.25 344 13/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 113 8in PVC Drain 1.00 LS 5 342 100 442 5.00 341.60 100.00 441.60 Prod=0.20 LS/hour (2.00 LS/ day), 5.000MH/LS, 0.20 LS/MH, 5.00 hour (0.50 days) Labor Crew 1.00 EA 68.32 Labourer 1.0 68.32 342 8in PVC Drain 1.0 LS 100.00 100 21 Safety Railing & Swing Gate 24in 63.00 LF 24 1,801 153 3,780 5,733 0.38 28.58 2.42 60.00 91.01 Prod=7.87 FT/hour (63.00 FT/ day), 0.381MH/FT, 2.63 FT/MH, 8.00 hour (1.00 days) Instal Steel Railings 1.00 EA 244.17 Welder 1.0 78.30 626 Carpenter Foreman 1.0 73.89 591 Carpenter 1.0 72.89 583 10 KW Generator Set (Gas) 1.0 4.93 39 250 Amp Diesel Welder 1.0 4.75 38 Acetylene Cutting Torch 1.0 2.24 18 Diamond Core Drill (Hilti) 1.0 7.17 57 Galv Steel Rail 1.5in 63.0 FT 60.00 3,780 22 Platform Grating 22.00 SF 2 133 10 550 693 0.08 6.03 0.47 25.00 31.50 Prod=60.87 SF/hour (486.98 SF/ day), 0.078MH/SF, 12.82 SF/MH, 0.36 hour (0.05 days) Floor Grating 1.00 EA 395.6925 Ironworker Foreman 0.5 77.93 14 Ironworker 4.0 76.93 111 Crane Operator Class A 0.3 81.13 7 250 Amp Diesel Welder 1.0 4.75 2 Acetylene Cutting Torch 1.0 2.24 1 40 Ton Hydraulic Crane (Grove700) 0.3 86.94 8 Steel Grating 22.0 SF 25.00 550 32 Install Caged Ladder 29.00 VF 48 3,670 287 2,900 6,857 1.64 126.54 9.91 100.00 236.45 Prod=2.20 VF/hour (22.00 VF/ day), 2.159MH/VF, 0.46 VF/MH, 10.00 hour (1.00 days) Iron Worker Crew 1.00 EA 395.6925 Ironworker Foreman 0.5 77.93 390 Ironworker 4.0 76.93 3,077 Crane Operator Class A 0.3 81.13 203 250 Amp Diesel Welder 1.0 4.75 48 Acetylene Cutting Torch 1.0 2.24 22 40 Ton Hydraulic Crane (Grove700) 0.3 86.94 217 Install Caged Ladder 29.0 VF 100.00 2,900 42 Install Fall Protection Anchor 3.00 EA 10 729 93 60 882 3.33 242.97 30.93 20.00 293.90 Prod=0.60 EA/hour (6.00 EA/ day), 3.333MH/EA, 0.30 EA/MH, 5.00 hour (0.50 days) Carpenter Crew Inbeds 1.00 EA 164.34 Carpenter 2.0 72.89 729 150 CFM Diesel Compressor 1.0 18.56 93 Install Fall Protection Anchor 3.0 EA 20.00 60 52 Install Metal Roof Decking 88.00 SF 34 2,493 546 528 3,566 0.39 28.33 6.20 6.00 40.53 Prod=8.80 SF/hour (88.00 SF/ day), 0.386MH/SF, 2.59 SF/MH, 10.00 hour (1.00 days) Install Metal Decking 1.00 EA 303.838 Crane Operator Class-A 0.2 81.13 162 Carpenter Foreman 1.0 73.89 739 Carpenter 2.0 72.89 1,458 Oiler 0.2 66.87 134 150 CFM Diesel Compressor 1.0 18.56 186 40 Ton Hydraulic Crane (Grove700) 0.2 86.94 174 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Metal Decking 88.0 SF 6.00 528 62 Install Bilco Hatch 48in x 48 in 1.00 LS 0 28 6 1,920 1,955 0.39 28.33 6.20 1,920.00 1,954.53 Prod=8.80 EA/hour (88.00 EA/ day), 0.386MH/EA, 2.59 EA/MH, 0.11 hour (0.01 days) Install Bilco Hatch 1.00 EA 303.838 Crane Operator Class-A 0.2 81.13 2 Carpenter Foreman 1.0 73.89 8 Carpenter 2.0 72.89 17 Oiler 0.2 66.87 2 150 CFM Diesel Compressor 1.0 18.56 2 40 Ton Hydraulic Crane (Grove700) 0.2 86.94 2 3/4 Ton Pickup Truck 4x4 1.0 18.62 2 Bilco Hatch 48in x 48 in 1.0 LS 1,920.00 1,920 72 Install 42in Steel Pipe Spool 1.00 LS 34 2,493 546 3,800 6,838 34.00 2,492.70 545.68 3,800.00 6,838.38 Prod=0.10 LS/hour (1.00 LS/ day), 34.000MH/LS, 0.03 LS/MH, 10.00 hour (1.00 days) Install Pipe Spool 1.00 EA 303.838 Crane Operator Class-A 0.2 81.13 162 Carpenter Foreman 1.0 73.89 739 Carpenter 2.0 72.89 1,458 Oiler 0.2 66.87 134 150 CFM Diesel Compressor 1.0 18.56 186 40 Ton Hydraulic Crane (Grove700) 0.2 86.94 174 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 42in Steel Pipe Spool 1.0 LS 3,800.00 3,800 82 Install 6in Vent pipe 11.50 LF 6 437 56 230 723 0.52 38.03 4.84 20.00 62.87 Prod=3.83 FT/hour (38.33 FT/ day), 0.522MH/FT, 1.92 FT/MH, 3.00 hour (0.30 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 437 150 CFM Diesel Compressor 1.0 18.56 56 6in Vent pipe 11.5 LF 20.00 230 92 Install Roof Maintenance Hatches 4.00 EA 34 2,493 546 2,600 5,638 8.50 623.18 136.42 650.00 1,409.60 Prod=0.40 EA/hour (4.00 EA/ day), 8.500MH/EA, 0.12 EA/MH, 10.00 hour (1.00 days) Install Roof Mantenanace Hatches 1.00 EA 303.838 Crane Operator Class-A 0.2 81.13 162 Carpenter Foreman 1.0 73.89 739 Carpenter 2.0 72.89 1,458 Oiler 0.2 66.87 134 150 CFM Diesel Compressor 1.0 18.56 186 14/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 40 Ton Hydraulic Crane (Grove700) 0.2 86.94 174 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Roof Maintenance Hatches 4.0 EA 650.00 2,600 93 Install Open Hatch Support Bar 4.00 EA 20 1,458 186 340 1,983 5.00 364.45 46.40 85.00 495.85 Prod=0.40 EA/hour (4.00 EA/ day), 5.000MH/EA, 0.20 EA/MH, 10.00 hour (1.00 days) Carpenter Crew Inbeds 1.00 EA 164.34 Carpenter 2.0 72.89 1,458 150 CFM Diesel Compressor 1.0 18.56 186 Install Open Hatch Support Bar 4.0 EA 85.00 340 344 Diversion Intake Trashrack 1.00 LS 50,000 50,000.00 20 Trashrack 16 FT x 7.75 FT 1.00 EA 50,000 50,000.00 Trashrack 1.0 EA 50,000.00 345 Diversion Dam & Intake Gates & Actuators 1.00 LS 35,500 35,500.00 10 36 inch Control Gate 1.00 EA 18,000 18,000.00 36 in Control Gate 1.0 EA 18,000.00 15 36in Sluice Gate 1.00 EA 17,500 17,500.00 Sluice Gate 36in 1.0 EA 17,500.00 360 Gasoline Powered Actuator for Manually Actuated Gates 1.00 LS 7,500 7,500 7,500.00 7,500.00 10 Gasoline Powered Actuator for Manually Actuated Gates 1.00 LS 7,500 7,500 7,500.00 7,500.00 Gasoline Powered Actuator for Manually Actuated Gates 1.0 LS 7,500.00 7,500 Construction Access and Diversion Pipeline 1.00 LS 34,507 2,523,721 1,421,920 297,583 3,033,088 7,320,812 34,506.84 2,523,720.80 1,421,920.10 297,583.25 3,033,087.69 7,320,811.84 405 Clearing and Grubbing Construction Access and Diversion 15.00 AC 640 49,174 44,852 94,026 42.67 3,278.29 2,990.11 6,268.40 10 Clearing 15.00 AC 490 37,238 32,076 69,314 32.67 2,482.53 2,138.41 4,620.93 Prod=0.21 AC/hour (2.14 AC/ day), 32.667MH/AC, 0.03 AC/MH, 70.00 hour (7.00 days) Clear Right of Way 1.00 EA 990.2 Labourer 2.0 68.32 9,565 Equipment Foreman 1.0 82.13 5,749 Backhoe Operator 2.0 78.30 10,962 Dozer Operator 2.0 78.30 10,962 160 Hsp Harvester (Cat 550)1.0 97.40 6,818 Cat TK723 Feller Buncher 1.0 143.22 10,025 150 Hsp Grapple (Cat 527) 1.0 85.38 5,977 Chipper - clearing 1.0 120.89 8,462 3/4 Ton Crew Cab Truck 1.0 11.34 794 20 Grubbing 15.00 AC 150 11,937 12,776 24,712 10.00 795.77 851.70 1,647.47 Prod=0.30 AC/hour (3.00 AC/ day), 10.000MH/AC, 0.10 AC/MH, 50.00 hour (5.00 days) Grubbing 1.00 EA 494.24 Equipment Foreman 1.0 82.13 4,107 Backhoe Operator 1.0 78.30 3,915 Dozer Operator 1.0 78.30 3,915 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 4,715 2.6 CY Backhoe (Cat 350)1.0 142.59 7,130 3/4 Ton Pickup Truck 4x4 1.0 18.62 931 410 Topsoil Stripping & Replacement Const Access & Div Pipeline 12,300.00 CY 1,216 89,117 76,626 3,500 169,243 0.10 7.25 6.23 0.28 13.76 10 Topsoil Stripping 12,300.00 CY 336 25,805 34,340 60,145 0.03 2.10 2.79 4.89 Prod=235.00 CY/hour (2,350.00 CY/ day), 0.030MH/CY, 33.57 CY/MH, 21.19 hour (2.12 days) Topsoil Stripping to Stockpile 2 Trucks 1.00 EA 1248.5 Equipment Foreman 1.0 82.13 1,740 Loader Operator 1.0 78.30 1,659 Dozer Operator 2.0 78.30 3,319 Water Truck Driver 1.0 73.89 1,566 Off Hwy Truck Driver 2.0 73.89 3,132 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 1,998 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 4,092 6.5 CY Loader (Cat 980) 1.0 136.83 2,900 25 Ton Articulated Truck (Cat D250) 2.0 111.79 4,738 3/4 Ton Pickup Truck 4x4 1.0 18.62 395 3000 Gallon Watertruck 1.0 43.37 919 Prod=235.00 CY/hour (2,350.00 CY/ day), 0.034MH/CY, 29.38 CY/MH, 23.49 hour (2.35 days) Topsoil Stripping to Stockpile 3 trucks 1.00 EA 1434.18 Equipment Foreman 1.0 82.13 1,929 Loader Operator 1.0 78.30 1,839 Dozer Operator 2.0 78.30 3,678 Water Truck Driver 1.0 73.89 1,736 Off Hwy Truck Driver 3.0 73.89 5,207 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 2,215 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 4,536 6.5 CY Loader (Cat 980) 1.0 136.83 3,214 25 Ton Articulated Truck (Cat D250) 3.0 111.79 7,877 3/4 Ton Pickup Truck 4x4 1.0 18.62 437 3000 Gallon Watertruck 1.0 43.37 1,019 15 Cover Topsoil Pile 12,300.00 CY 300 20,496 3,443 3,500 27,439 0.02 1.67 0.28 0.28 2.23 Prod=82.00 CY/hour (820.00 CY/ day), 0.024MH/CY, 41.00 CY/MH, 150.00 hour (15.00 days) Cover & Uncover Topsoil Piles 1.00 EA 159.59 Labourer 2.0 68.32 20,496 1 Ton Flat Bed Truck 4x4 1.0 22.95 3,443 Geotextile (Class II - Non Woven - 1mm) 35,000.0 SF 0.10 3,500 15/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 Topsoil Replacement 10,500.00 CY 580 42,816 38,844 81,659 0.06 4.08 3.70 7.78 Prod=184.00 CY/hour (1,839.97 CY/ day), 0.065MH/CY, 15.33 CY/MH, 30.00 hour (3.00 days) Topsoil Replacement 3 trucks 1.00 EA 1707.46 Equipment Foreman 1.0 82.13 2,464 Loader Operator 1.0 78.30 2,349 Dozer Operator 2.0 78.30 4,698 Labourer 4.0 68.32 8,198 Water Truck Driver 1.0 73.89 2,217 Off Hwy Truck Driver 3.0 73.89 6,650 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 2,829 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 5,793 6.5 CY Loader (Cat 980) 1.0 136.83 4,105 25 Ton Articulated Truck (Cat D250) 3.0 111.79 10,061 3/4 Ton Pickup Truck 4x4 1.0 18.62 559 3000 Gallon Watertruck 1.0 43.37 1,301 Prod=249.01 CY/hour (2,490.05 CY/ day), 0.044MH/CY, 22.64 CY/MH, 20.00 hour (2.00 days) Topsoil Replacement 2 Trucks 1.00 EA 1521.78 Equipment Foreman 1.0 82.13 1,643 Loader Operator 1.0 78.30 1,566 Dozer Operator 2.0 78.30 3,132 Labourer 4.0 68.32 5,466 Water Truck Driver 1.0 73.89 1,478 Off Hwy Truck Driver 2.0 73.89 2,956 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 1,886 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 3,862 6.5 CY Loader (Cat 980) 1.0 136.83 2,737 25 Ton Articulated Truck (Cat D250) 2.0 111.79 4,472 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 3000 Gallon Watertruck 1.0 43.37 867 415 Construction Access Excavation-Soil 5,000.00 CY 92 7,045 10,974 18,019 0.02 1.41 2.19 3.60 10 Dozer Cut to Fill 2,700.00 CY 18 1,409 3,476 4,885 0.01 0.52 1.29 1.81 Prod=150.00 CY/hour (1,500.00 CY/ day), 0.007MH/CY, 150.00 CY/MH, 18.00 hour (1.80 days) Dozer Cut to Fill 1.00 EA 271.4 Dozer Operator 1.0 78.30 1,409 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 3,476 20 Load Haul Soil Excavation 600 Feet 2,300.00 CY 74 5,636 7,498 13,134 0.03 2.45 3.26 5.71 Prod=250.00 CY/hour (2,500.00 CY/ day), 0.032MH/CY, 31.25 CY/MH, 9.20 hour (0.92 days) Excavation Crew 1.00 EA 1427.63 Equipment Foreman 1.0 82.13 756 Grader Operator 1.0 78.30 720 Loader Operator 1.0 78.30 720 Dozer Operator 1.0 78.30 720 Water Truck Driver 1.0 73.89 680 Off Hwy Truck Driver 3.0 73.89 2,039 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 1,777 6.5 CY Loader (Cat 980) 1.0 136.83 1,259 200 Hsp Grader (Cat 14G) 1.0 87.75 807 25 Ton Articulated Truck (Cat D250) 3.0 111.79 3,085 3/4 Ton Pickup Truck 4x4 1.0 18.62 171 3000 Gallon Watertruck 1.0 43.37 399 420 Construction Access Excavation -Rock 35,000.00 CY 2,495 185,267 181,228 72,684 439,179 0.07 5.29 5.18 2.08 12.55 05 Pioneer 110.00 STA 110 8,613 21,241 29,854 1.00 78.30 193.10 271.40 Prod=1.00 STA/hour (10.00 STA/ day), 1.000MH/STA, 1.00 STA/MH, 110.00 hour (11.00 days) Pioneer 1.00 EA 271.4 Dozer Operator 1.0 78.30 8,613 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 21,241 10 Drill and Shoot 35,000.00 CY 1,200 85,935 38,676 72,684 197,295 0.03 2.46 1.11 2.08 5.64 10 Drill and Shoot Production 35,000.00 CY 1,200 85,935 38,676 72,684 197,295 0.03 2.46 1.11 2.08 5.64 Prod=172.45 FT/hour (1,724.47 FT/ day), 0.046MH/FT, 21.56 FT/MH, 150.00 hour (15.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 830.74 Equipment Foreman 1.0 82.13 12,320 Labourer 2.0 68.32 20,496 Powderman 1.0 75.05 11,258 Driller 3.0 69.77 31,397 Shotfirer 1.0 69.77 10,466 Hydraulic Drill 3" (AC1238/Tam400)3.0 73.85 33,233 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,793 5 Ton Flat Bed Truck 1.0 17.67 2,651 Caps 1,990.0 EA 7.20 14,328 Booster 1,990.0 EA 7.88 15,681 Anfo 35,000.0 LB 0.72 25,200 Drill Bits 17.0 EA 400.00 6,800 Drill Steel 7.0 EA 1,000.00 7,000 Between Holes QRC 1 for every 4 holes 500.0 EA 4.75 2,375 Shoot Line 25.0 EA 52.00 1,300 20 Load Haul Excavation 1250 Feet 1,850.00 CY 70 5,387 7,033 12,420 0.04 2.91 3.80 6.71 Prod=185.00 CY/hour (1,850.00 CY/ day), 0.038MH/CY, 26.43 CY/MH, 10.00 hour (1.00 days) Excavation Crew 1.00 EA 1241.95 Equipment Foreman 1.0 82.13 821 Grader Operator 1.0 78.30 783 Loader Operator 1.0 78.30 783 Dozer Operator 1.0 78.30 783 Water Truck Driver 1.0 73.89 739 Off Hwy Truck Driver 2.0 73.89 1,478 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 1,931 6.5 CY Loader (Cat 980) 1.0 136.83 1,368 200 Hsp Grader (Cat 14G) 1.0 87.75 878 25 Ton Articulated Truck (Cat D250) 2.0 111.79 2,236 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 3000 Gallon Watertruck 1.0 43.37 434 16/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 30 Load Haul Excavation 4200 Feet 4,550.00 CY 155 11,822 16,474 28,295 0.03 2.60 3.62 6.22 Prod=250.00 CY/hour (2,500.00 CY/ day), 0.034MH/CY, 29.41 CY/MH, 18.20 hour (1.82 days) Excavation Crew 1.00 EA 1554.68 Equipment Foreman 1.0 82.13 1,495 Grader Operator 1.0 78.30 1,425 Loader Operator 1.0 78.30 1,425 Dozer Operator 1.0 78.30 1,425 Water Truck Driver 0.5 73.89 672 Off Hwy Truck Driver 4.0 73.89 5,379 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 3,514 6.5 CY Loader (Cat 980) 1.0 136.83 2,490 200 Hsp Grader (Cat 14G) 1.0 87.75 1,597 25 Ton Articulated Truck (Cat D250) 4.0 111.79 8,138 3/4 Ton Pickup Truck 4x4 1.0 18.62 339 3000 Gallon Watertruck 0.5 43.37 395 40 Load Haul to Waste Excavation 2000 Feet 28,600.00 CY 960 73,511 97,805 171,316 0.03 2.57 3.42 5.99 Prod=238.33 CY/hour (2,383.33 CY/ day), 0.034MH/CY, 29.79 CY/MH, 120.00 hour (12.00 days) Excavation Crew 1.00 EA 1427.63 Equipment Foreman 1.0 82.13 9,856 Grader Operator 1.0 78.30 9,396 Loader Operator 1.0 78.30 9,396 Dozer Operator 1.0 78.30 9,396 Water Truck Driver 1.0 73.89 8,867 Off Hwy Truck Driver 3.0 73.89 26,600 305 Hsp Bulldozer ( Cat D8 ) 1.0 193.10 23,172 6.5 CY Loader (Cat 980) 1.0 136.83 16,420 200 Hsp Grader (Cat 14G) 1.0 87.75 10,530 25 Ton Articulated Truck (Cat D250) 3.0 111.79 40,244 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,234 3000 Gallon Watertruck 1.0 43.37 5,204 425 Construction Access Embankment Fill 16,000.00 CY 495 38,372 33,651 72,022 0.03 2.40 2.10 4.50 10 Diversion Access Road Embanlment Fill ( Sta 5+00 to 111+00) 16,000.00 CY 175 13,461 12,780 26,242 0.01 0.84 0.80 1.64 Prod=228.57 CY/hour (2,285.71 CY/ day), 0.011MH/CY, 91.43 CY/MH, 70.00 hour (7.00 days) Embankment Crew 1.00 EA 374.88 Dozer Operator 1.0 78.30 5,481 Packer Operator 1.0 77.06 5,394 Water Truck Driver 0.5 73.89 2,586 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 6,601 15 Ton Compactor 84" (Cat 563) 1.0 66.59 4,661 3000 Gallon Watertruck 0.5 43.37 1,518 20 Final Grading 23,600.00 SY 320 24,910 20,870 45,781 0.01 1.06 0.88 1.94 Prod=295.00 SY/hour (2,950.00 SY/ day), 0.014MH/SY, 73.75 SY/MH, 80.00 hour (8.00 days) Final Grade Access Road 1.00 EA 572.26 Equipment Foreman 1.0 82.13 6,570 Grader Operator 1.0 78.30 6,264 Packer Operator 1.0 77.06 6,165 Water Truck Driver 1.0 73.89 5,911 200 Hsp Grader (Cat 14G) 1.0 132.30 10,584 15 Ton Compactor 84" (Cat 563) 1.0 66.59 5,327 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,490 3000 Gallon Watertruck 1.0 43.37 3,470 430 Diversion Pipeline Excavation & Backfill -Soil 4,300.00 LF 5,109 377,859 212,014 589,873 1.19 87.87 49.31 137.18 10 Excavate and backfill Pipeline in Water 400.00 LF 280 21,530 22,723 44,252 0.70 53.82 56.81 110.63 Prod=1.00 HR/hour (8.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 40.00 hour (5.00 days) Crane Barge Crew 1.00 EA 1106.31 Crane Operator Class-A 1.0 81.13 3,245 Pile Driving Foreman 1.0 82.00 3,280 Pile Driver 4.0 77.06 12,330 Oiler 1.0 66.87 2,675 Clam Bucket 1.0 7.25 290 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 6,346 250 Hsp Marine Workboat 1.0 175.00 7,000 Flexfloat 40x10x7 ft 18.0 12.62 9,086 20 Pipeline Excavation and Backfill 3,900.00 CY 4,485 329,361 147,894 477,255 1.15 84.45 37.92 122.37 Prod=10.00 LF/hour (100.00 LF/ day), 1.150MH/LF, 0.87 LF/MH, 390.00 hour (39.00 days) Pipeline Crew Excavation and Backfill 1.00 EA 1223.73 Equipment Foreman 1.0 82.13 32,031 Backhoe Operator 1.0 78.30 30,537 Loader Operator 1.0 78.30 30,537 Labourer 4.0 68.32 106,579 Water Truck Driver 0.5 73.89 14,409 Off Hwy Truck Driver 4.0 73.89 115,268 3.5 CY Loader (Cat 950) 1.0 73.65 28,724 2.6 CY Backhoe (Cat 350)1.0 142.59 55,610 25 Ton Articulated Truck (Cat D250) 1.0 111.79 43,598 Jumping Jack Tamper 1.0 2.67 1,041 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 3,202 3/4 Ton Pickup Truck 4x4 1.0 18.62 7,262 3000 Gallon Watertruck 0.5 43.37 8,457 30 Produce Pipe Zone Material from Rock Cuts 4,300.00 CY 258 20,424 34,060 54,484 0.06 4.75 7.92 12.67 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 86.00 hour (8.60 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 7,063 Loader Operator 1.0 78.30 6,734 Crusher Operator 1.0 77.06 6,627 3.5 CY Loader (Cat 950) 1.0 73.65 6,334 Radial Stacker 24"x100 15 Hsp 1.0 18.87 1,623 Conveyor 18"x30 5Hsp 3.0 6.28 1,620 Portable Cone with Screening Plant & Generator 1.0 266.07 22,882 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,601 17/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 40 Load Haul Pipe Zone Material for Backfill 4,300.00 CY 86 6,544 7,337 13,881 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 43.00 hour (4.30 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 3,367 Off Hwy Truck Driver 1.0 73.89 3,177 3.5 CY Loader (Cat 950) 1.0 58.84 2,530 25 Ton Articulated Truck (Cat D250) 1.0 111.79 4,807 435 Diversion Pipeline Excavation & Backfill -Rock 7,100.00 LF 9,285 683,611 354,683 47,799 1,086,092 1.31 96.28 49.96 6.73 152.97 10 Drill and Shoot 12,000.00 CY 560 40,103 18,049 47,799 105,951 0.05 3.34 1.50 3.98 8.83 10 Drill and Shoot Production 12,000.00 CY 560 40,103 18,049 47,799 105,951 0.05 3.34 1.50 3.98 8.83 Prod=162.29 FT/hour (1,622.86 FT/ day), 0.049MH/FT, 20.29 FT/MH, 70.00 hour (7.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 830.74 Equipment Foreman 1.0 82.13 5,749 Labourer 2.0 68.32 9,565 Powderman 1.0 75.05 5,254 Driller 3.0 69.77 14,652 Shotfirer 1.0 69.77 4,884 Hydraulic Drill 3" (AC1238/Tam400)3.0 73.85 15,509 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,303 5 Ton Flat Bed Truck 1.0 17.67 1,237 Drill Steel 2.4 EA 1,000.00 2,400 Drill Bits 6.0 EA 400.00 2,400 Anfo 36,000.0 LB 0.72 25,920 Booster 1,420.0 EA 7.88 11,190 Caps 71.0 EA 7.20 511 Shoot Line 71.0 EA 52.00 3,692 Between Holes QRC 1 for every 4 holes 355.0 EA 4.75 1,686 20 Pipeline Excavation and Backfill 7,100.00 CY 8,165 599,606 269,243 868,848 1.15 84.45 37.92 122.37 Prod=10.00 LF/hour (100.00 LF/ day), 1.150MH/LF, 0.87 LF/MH, 710.00 hour (71.00 days) Pipeline Crew Excavation and Backfill 1.00 EA 1223.73 Equipment Foreman 1.0 82.13 58,312 Backhoe Operator 1.0 78.30 55,593 Loader Operator 1.0 78.30 55,593 Labourer 4.0 68.32 194,029 Water Truck Driver 0.5 73.89 26,231 Off Hwy Truck Driver 4.0 73.89 209,848 3.5 CY Loader (Cat 950) 1.0 73.65 52,292 2.6 CY Backhoe (Cat 350)1.0 142.59 101,239 25 Ton Articulated Truck (Cat D250) 1.0 111.79 79,371 Jumping Jack Tamper 1.0 2.67 1,896 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 5,829 3/4 Ton Pickup Truck 4x4 1.0 18.62 13,220 3000 Gallon Watertruck 0.5 43.37 15,396 30 Produce Pipe Zone Material from Rock Cuts 7,100.00 CY 420 33,249 55,447 88,696 0.06 4.68 7.81 12.49 Prod=50.71 CY/hour (507.14 CY/ day), 0.059MH/CY, 16.90 CY/MH, 140.00 hour (14.00 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 11,498 Loader Operator 1.0 78.30 10,962 Crusher Operator 1.0 77.06 10,788 3.5 CY Loader (Cat 950) 1.0 73.65 10,311 Radial Stacker 24"x100 15 Hsp 1.0 18.87 2,642 Conveyor 18"x30 5Hsp 3.0 6.28 2,638 Portable Cone with Screening Plant & Generator 1.0 266.07 37,250 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,607 40 Load Haul Pipe Zone Material for Backfill 7,100.00 CY 140 10,653 11,944 22,597 0.02 1.50 1.68 3.18 Prod=101.43 CY/hour (1,014.29 CY/ day), 0.020MH/CY, 50.71 CY/MH, 70.00 hour (7.00 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 5,481 Off Hwy Truck Driver 1.0 73.89 5,172 3.5 CY Loader (Cat 950) 1.0 58.84 4,119 25 Ton Articulated Truck (Cat D250) 1.0 111.79 7,825 440 Rock Drains for Rock Cut Slopes 1,700.00 LF 130 9,530 7,841 17,371 0.08 5.61 4.61 10.22 18 Rock Face Drains Pipeline 1,700.00 LF 130 9,530 7,841 17,371 0.08 5.61 4.61 10.22 Prod=26.25 FT/hour (262.50 FT/ day), 0.076MH/FT, 13.13 FT/MH, 64.76 hour (6.48 days) Drill Rock Face Drains with Hydraulic Drill 1.00 EA 268.23 Labour Foreman 1.0 77.39 5,012 Driller 1.0 69.77 4,518 Hydraulic Drill 3" (AC1238/Tam400)1.0 102.45 6,635 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,206 441 Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 482 34,265 18,125 4,010 56,399 0.14 10.17 5.38 1.19 16.74 18 Rock Face Drains Pipeline 3,370.00 LF 257 18,893 15,543 34,436 0.08 5.61 4.61 10.22 Prod=26.25 FT/hour (262.50 FT/ day), 0.076MH/FT, 13.13 FT/MH, 128.38 hour (12.84 days) Drill Rock Face Drains with Hydraulic Drill 1.00 EA 268.23 Labour Foreman 1.0 77.39 9,935 Driller 1.0 69.77 8,957 Hydraulic Drill 3" (AC1238/Tam400)1.0 102.45 13,153 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,390 28 Rock Drains in Shotcrete for Rock Cut Slopes 3,370.00 LF 225 15,372 2,582 4,010 21,964 0.07 4.56 0.77 1.19 6.52 Prod=2.00 LF/hour (20.00 LF/ day), 1.000MH/LF, 1.00 LF/MH, 112.50 hour (11.25 days) Grout PVC Pipe in Shotcrete 1.00 EA 159.59 Labourer 2.0 68.32 15,372 1 Ton Flat Bed Truck 4x4 1.0 22.95 2,582 PVC Pipe for Rock Drains 225.0 LF 2.00 450 Epoxy Grout 50.0 gal 71.20 3,560 18/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 442 Trench Drains 200.00 LF 120 8,579 1,050 1,938 11,567 0.60 42.90 5.25 9.69 57.83 10 Trench Drains 200.00 LF 120 8,579 1,050 1,938 11,567 0.60 42.90 5.25 9.69 57.83 Prod=10.00 LF/hour (100.00 LF/ day), 0.600MH/LF, 1.67 LF/MH, 20.00 hour (2.00 days) Install Trench Drains 1.00 EA 481.46 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 4.0 68.32 5,466 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 Jumping Jack Tamper 2.0 2.67 107 Geotextile (Class II - Non Woven - 1mm) 437.5 SY 1.00 438 6" Dia PVC Perforated Pipe 200.0 FT 7.50 1,500 444 Riprap -Construction Access 350.00 CY 86 6,589 5,121 11,710 0.25 18.83 14.63 33.46 10 Riprap 350.00 CY 86 6,589 5,121 11,710 0.25 18.83 14.63 33.46 05 Sort RipRap from Rock Cut 350.00 CY 35 2,728 2,054 4,782 0.10 7.79 5.87 13.66 Prod=25.00 CY/hour (250.00 CY/ day), 0.100MH/CY, 10.00 CY/MH, 14.00 hour (1.40 days) Sort Riprap 1.00 EA 341.58 Backhoe Operator 1.0 78.30 1,096 Loader Operator 0.5 78.30 548 Labour Foreman 1.0 77.39 1,083 3.5 CY Loader (Cat 950) 0.5 58.84 412 2.6 CY Backhoe (Cat 350)1.0 98.70 1,382 3/4 Ton Pickup Truck 4x4 1.0 18.62 261 10 Load & Haul Riprap 350.00 CY 6 426 478 904 0.02 1.22 1.37 2.58 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.016MH/CY, 62.50 CY/MH, 2.80 hour (0.28 days) Load haul Riprap 1.00 EA 322.82 Loader Operator 1.0 78.30 219 Off Hwy Truck Driver 1.0 73.89 207 3.5 CY Loader (Cat 950) 1.0 58.84 165 25 Ton Articulated Truck (Cat D250) 1.0 111.79 313 15 Place Riprap & Bedding 350.00 CY 40 3,023 1,762 4,785 0.11 8.64 5.03 13.67 Prod=35.00 CY/hour (350.00 CY/ day), 0.114MH/CY, 8.75 CY/MH, 10.00 hour (1.00 days) Place RipRap 1.00 EA 478.47 Backhoe Operator 1.0 78.30 783 Loader Operator 1.0 78.30 783 Labour Foreman 1.0 77.39 774 Labourer 1.0 68.32 683 3.5 CY Loader (Cat 950) 1.0 58.84 588 2.6 CY Backhoe (Cat 350)1.0 98.70 987 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 20 Produce Bedding material from Rock Cut 90.00 CY 4 280 679 959 0.04 3.11 7.55 10.66 Prod=50.00 CY/hour (500.00 CY/ day), 0.040MH/CY, 25.00 CY/MH, 1.80 hour (0.18 days) Screen Bedding Material 1.00 EA 532.79 Loader Operator 1.0 78.30 141 Crusher Operator 1.0 77.06 139 3.5 CY Loader (Cat 950) 1.0 73.65 133 Radial Stacker 24"x100 15 Hsp 1.0 18.87 34 Conveyor 18"x30 5Hsp 3.0 6.28 34 Portable Cone with Screening Plant & Generator 1.0 266.07 479 25 Load Haul Bedding Material 86.90 CY 2 132 148 281 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 0.87 hour (0.09 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 68 Off Hwy Truck Driver 1.0 73.89 64 3.5 CY Loader (Cat 950) 1.0 58.84 51 25 Ton Articulated Truck (Cat D250) 1.0 111.79 97 445 Grouted Riprap Construction Access 85.00 CY 47 3,448 2,056 6,750 12,255 0.55 40.57 24.19 79.41 144.17 10 Grouted Riprap 85.00 CY 21 1,600 1,244 2,844 0.25 18.83 14.63 33.46 05 Sort RipRap from Rock Cut 85.00 CY 9 662 499 1,161 0.10 7.79 5.87 13.66 Prod=25.00 CY/hour (250.00 CY/ day), 0.100MH/CY, 10.00 CY/MH, 3.40 hour (0.34 days) Sort Riprap 1.00 EA 341.58 Backhoe Operator 1.0 78.30 266 Loader Operator 0.5 78.30 133 Labour Foreman 1.0 77.39 263 3.5 CY Loader (Cat 950) 0.5 58.84 100 2.6 CY Backhoe (Cat 350)1.0 98.70 336 3/4 Ton Pickup Truck 4x4 1.0 18.62 63 10 Load & Haul Riprap 85.00 CY 1 103 116 220 0.02 1.22 1.37 2.58 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.016MH/CY, 62.50 CY/MH, 0.68 hour (0.07 days) Load haul Riprap 1.00 EA 322.82 Loader Operator 1.0 78.30 53 Off Hwy Truck Driver 1.0 73.89 50 3.5 CY Loader (Cat 950) 1.0 58.84 40 25 Ton Articulated Truck (Cat D250) 1.0 111.79 76 15 Place Riprap & Bedding 85.00 CY 10 734 428 1,162 0.11 8.64 5.03 13.67 Prod=35.00 CY/hour (350.00 CY/ day), 0.114MH/CY, 8.75 CY/MH, 2.43 hour (0.24 days) Place RipRap 1.00 EA 478.47 Backhoe Operator 1.0 78.30 190 Loader Operator 1.0 78.30 190 Labour Foreman 1.0 77.39 188 Labourer 1.0 68.32 166 3.5 CY Loader (Cat 950) 1.0 58.84 143 2.6 CY Backhoe (Cat 350)1.0 98.70 240 3/4 Ton Pickup Truck 4x4 1.0 18.62 45 19/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 Produce Bedding material from Rock Cut 21.86 CY 1 68 165 233 0.04 3.11 7.55 10.66 Prod=50.00 CY/hour (500.00 CY/ day), 0.040MH/CY, 25.00 CY/MH, 0.44 hour (0.04 days) Screen Bedding Material 1.00 EA 532.79 Loader Operator 1.0 78.30 34 Crusher Operator 1.0 77.06 34 3.5 CY Loader (Cat 950) 1.0 73.65 32 Radial Stacker 24"x100 15 Hsp 1.0 18.87 8 Conveyor 18"x30 5Hsp 3.0 6.28 8 Portable Cone with Screening Plant & Generator 1.0 266.07 116 25 Load Haul Bedding Material 21.10 CY 0 32 36 68 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 0.21 hour (0.02 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 17 Off Hwy Truck Driver 1.0 73.89 16 3.5 CY Loader (Cat 950) 1.0 58.84 12 25 Ton Articulated Truck (Cat D250) 1.0 111.79 24 20 Mix and Place Grout 30.00 CY 26 1,848 813 6,750 9,411 0.88 61.61 27.08 225.00 313.69 Prod=8.00 CY/hour (80.00 CY/ day), 0.875MH/CY, 1.14 CY/MH, 3.75 hour (0.38 days) Mix Place Grout 1.00 EA 709.55 Concrete Foreman 1.0 77.39 290 Concrete Labourer 4.0 68.32 1,025 Concrete Pump Operator 1.0 68.32 256 Concrete Truck Driver 1.0 73.89 277 8 CY Concrete Transit Mixer 1.0 84.13 315 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 247 10 KW Generator Set (Gas) 2.0 4.93 37 Cat TH63 Forklift 1.0 38.31 144 3/4 Ton Pickup Truck 4x4 1.0 18.62 70 Super Sack Concrete Mix 30.0 CY 225.00 6,750 470 Woven Geotextiles 500.00 SY 20 1,462 221 838 2,520 0.04 2.92 0.44 1.68 5.04 10 Woven Geotextiles 500.00 SY 20 1,462 221 838 2,520 0.04 2.92 0.44 1.68 5.04 Prod=100.00 SY/hour (1,000.00 SY/ day), 0.040MH/SY, 25.00 SY/MH, 5.00 hour (0.50 days) Place Geotextile 1.00 EA 336.44 Loader Operator 1.0 78.30 392 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 4 Tonne Forklift (JCB-8000lb) 1.0 25.49 127 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Geotextiles Staples 500.0 SY 0.05 25 Geotextile Fabric Woven 625.0 SY 1.30 813 475 Non-Woven Geotextiles 1,200.00 SY 48 3,508 529 1,560 5,597 0.04 2.92 0.44 1.30 4.66 10 Non-Woven Geotextiles 1,200.00 SY 48 3,508 529 1,560 5,597 0.04 2.92 0.44 1.30 4.66 Prod=100.00 SY/hour (1,000.00 SY/ day), 0.040MH/SY, 25.00 SY/MH, 12.00 hour (1.20 days) Place Geotextile 1.00 EA 336.44 Loader Operator 1.0 78.30 940 Labour Foreman 1.0 77.39 929 Labourer 2.0 68.32 1,640 4 Tonne Forklift (JCB-8000lb) 1.0 25.49 306 3/4 Ton Pickup Truck 4x4 1.0 18.62 223 Geotextiles Staples 1,200.0 SY 0.05 60 Geotextile (Class II - Non Woven - 1mm) 1,500.0 SY 1.00 1,500 480 Flexible Faced Soil Nail Wall 34,000.00 SF 2,641 188,396 60,935 170,000 627,570 1,046,901 0.08 5.54 1.79 5.00 18.46 30.79 10 Flexible Faced Soil Nail Wall 34,000.00 SF 2,600 185,539 56,740 627,570 869,848 0.08 5.46 1.67 18.46 25.58 Prod=5.00 EA/hour (50.00 EA/ day), 2.000MH/EA, 0.50 EA/MH, 260.00 hour (26.00 days) Soil Nails 1.00 EA 931.84 Crane Operator Class-A 1.0 81.13 21,094 Labour Foreman 1.0 77.39 20,121 Labourer 6.0 68.32 106,579 Mechanic Welder 1.0 78.30 20,358 Oiler 1.0 66.87 17,386 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 22,604 Hilfiker Spiral Nail Hammer 1.0 49.00 12,740 3/4 Ton Pickup Truck 4x4 1.0 18.62 4,841 10 Ton Flat Bed Truck 1.0 31.79 8,265 1- Ton Mechanic Truck 1.0 31.88 8,289 P550 Erosion Control Mat 34,000.0 SF 1.20 40,800 Tecco G65 3mm Wire Mesh roll 11.5ft x 98.4 ft 400 lbs FOB NM $282 34,000.0 SF 2.65 90,100 Wire Mesh Plates 1,300.0 EA 36.00 46,800 Soil Nail Perf 2,920.0 LF 15.00 43,800 Soil Nails $13.00 ft fob Seattle , Perf &14.00 ft, Bracket $20 ea 29,005.0 LF 14.00 406,070 20 Subcontractor Markup 20%34,000.00 SF 170,000 170,000 5.00 5.00 Subcontractor Markup 20%34,000.0 SF 5.00 170,000 30 Predill 35 ft Soil Nails 4,095.00 LF 41 2,857 4,195 7,052 0.01 0.70 1.02 1.72 Prod=100.00 LF/hour (1,000.00 LF/ day), 0.010MH/LF, 100.00 LF/MH, 40.95 hour (4.10 days) Drill Soil Nails 1.00 EA 172.22 Driller 1.0 69.77 2,857 Hydraulic Drill 3" (AC1238/Tam400)1.0 102.45 4,195 485 Permanent Rock Anchors 6,225.00 LF 2,010 144,836 44,408 27,255 216,498 0.32 23.27 7.13 4.38 34.78 10 Drill Rock Bolts 6,225.00 FT 960 69,099 32,616 101,715 0.15 11.10 5.24 16.34 Prod=38.91 FT/hour (389.06 FT/ day), 0.154MH/FT, 6.48 FT/MH, 160.00 hour (16.00 days) Drill Holes for Rockbolt 1.00 EA 635.72 Loader Operator 1.0 78.30 12,528 Labour Foreman 1.0 77.39 12,382 Labourer 2.0 68.32 21,862 Driller 2.0 69.77 22,326 250 CFM Diesel Compressor 1.0 23.79 3,806 Motorized Manlift 30 Ft 1.0 13.74 2,198 20/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Hydraulic Drill 3" (AC1238/Tam400)2.0 73.85 23,632 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,979 20 Install Rock Bolts 345.00 EA 1,050 75,737 11,792 27,255 114,783 3.04 219.53 34.18 79.00 332.70 Prod=29.57 LF/hour (295.71 LF/ day), 0.169MH/LF, 5.91 LF/MH, 210.00 hour (21.00 days) Install Rock Bolts 1.00 EA 416.8 Loader Operator 1.0 78.30 16,443 Labour Foreman 1.0 77.39 16,252 Labourer 3.0 68.32 43,042 250 CFM Diesel Compressor 1.0 23.79 4,996 Motorized Manlift 30 Ft 1.0 13.74 2,885 3/4 Ton Pickup Truck 4x4 1.0 18.62 3,910 Bolt, Plate Washer 345.0 EA 15.00 5,175 Resin Cartrage 1,380.0 EA 2.50 3,450 Supply #8 Rockbolt 6,210.0 FT 3.00 18,630 490 Rock Anchors Performance Testing 2.00 EA 24 1,792 297 2,089 12.00 896.04 148.68 1,044.72 10 Test Rock Bolts 2.00 EA 24 1,792 297 2,089 12.00 896.04 148.68 1,044.72 Prod=0.25 EA/hour (2.00 EA/ day), 12.000MH/EA, 0.08 EA/MH, 8.00 hour (1.00 days) Test Rock Bolts 1.00 EA 261.18 Loader Operator 1.0 78.30 626 Labour Foreman 1.0 77.39 619 Labourer 1.0 68.32 547 Post-tensioning Jack 1.0 4.81 38 Motorized Manlift 30 Ft 1.0 13.74 110 3/4 Ton Pickup Truck 4x4 1.0 18.62 149 491 Redrill & Grout Sock Installation 10.00 EA 64 4,548 2,014 180 6,742 6.40 454.81 201.36 18.00 674.17 10 Redrill & Grout Sock Installation 180.00 FT 64 4,548 2,014 180 6,742 0.36 25.27 11.19 1.00 37.45 Prod=22.50 FT/hour (180.00 FT/ day), 0.356MH/FT, 2.81 FT/MH, 8.00 hour (1.00 days) Redill & Grout Sock Installation 1.00 EA 820.21 Loader Operator 1.0 78.30 626 Labour Foreman 1.0 77.39 619 Labourer 4.0 68.32 2,186 Driller 2.0 69.77 1,116 Grout Pump 1.0 15.84 127 Grout Plant 1.0 32.01 256 250 CFM Diesel Compressor 1.0 23.79 190 Motorized Manlift 30 Ft 1.0 13.74 110 Hydraulic Drill 3" (AC1238/Tam400)2.0 73.85 1,182 3/4 Ton Pickup Truck 4x4 1.0 18.62 149 Grout Sock 180.0 FT 1.00 180 492 Corrugated Pipe (All Sizes) 580.00 LF 595 42,877 19,677 28,140 90,694 1.03 73.93 33.93 48.52 156.37 14 Culvert Pipe 580.00 LF 595 42,877 19,677 28,140 90,694 1.03 73.93 33.93 48.52 156.37 Prod=8.29 LF/hour (82.86 LF/ day), 1.026MH/LF, 0.97 LF/MH, 70.00 hour (7.00 days) Exc Lay Backfill Culvert Pipe Crew 1.00 EA 893.63 Backhoe Operator 1.0 78.30 5,481 Loader Operator 1.0 78.30 5,481 Labour Foreman 1.0 77.39 5,417 Labourer 5.0 68.32 23,912 Water Truck Driver 0.5 73.89 2,586 3.5 CY Loader (Cat 950) 1.0 73.65 5,156 2.6 CY Backhoe (Cat 350)1.0 98.70 6,909 Jumping Jack Tamper 1.0 2.67 187 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 575 13 Ton Compactor 72" (Cat 553) 1.0 62.60 4,382 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,303 5000 Gallon Watertanker 0.5 33.29 1,165 Pipe Bedding 49.5 CY 50.00 2,475 900 mm (36") x 3.5 mm Corrugated Steel Pipe (68mm x 13mm)580.0 FT 44.25 25,665 493 Diversion Pipeline- HDPE 11,400.00 LF 7,164 515,795 286,006 2,166,912 2,968,713 0.63 45.25 25.09 190.08 260.41 10 String Hdpe Pipe 11,400.00 LF 1,050 75,279 30,151 105,431 0.09 6.60 2.64 9.25 Prod=1.00 HR/hour (10.00 HR/ day), 7.500MH/HR, 0.13 HR/MH, 140.00 hour (14.00 days) String HDPE Pipe 1.00 EA 753.075 Backhoe Operator 0.5 78.30 5,481 Labour Foreman 1.0 77.39 10,835 Labourer 4.0 68.32 38,259 Crane Operator Class A 0.5 81.13 5,679 Off Hwy Truck Driver 1.0 73.89 10,345 Oiler 0.5 66.87 4,681 2.6 CY Backhoe (Cat 350)0.5 142.59 9,981 60 KW Diesel Generator Set 1.0 20.99 2,939 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 6,086 3/4 Ton Pickup Truck 4x4 1.0 18.62 2,607 25 Ton Pitman Boom Truck 1.0 60.99 8,539 20 Pipeline Fuze & Lay HDPE Pipe 42in 11,400.00 LF 6,000 432,728 255,855 2,166,000 2,854,583 0.53 37.96 22.44 190.00 250.40 Prod=15.20 FT/hour (152.00 FT/ day), 0.526MH/FT, 1.90 FT/MH, 750.00 hour (75.00 days) Polyethylene 42in Pipe, Butt Fused 1.00 EA 846.11 Backhoe Operator 1.0 78.30 58,725 Labour Foreman 1.0 77.39 58,043 Labourer 4.0 68.32 204,960 Crane Operator Class A 1.0 81.13 60,848 Oiler 1.0 66.87 50,153 2.6 CY Backhoe (Cat 350)1.0 142.59 106,943 60 KW Diesel Generator Set 1.0 20.99 15,743 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 65,205 3/4 Ton Pickup Truck 4x4 1.0 18.62 13,965 42 in HDPE Pipe 11,400.0 LF 190.00 2,166,000 Fusion Machine Rental 4.0 MO 13,500.00 54,000 21/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 30 Warning & Identification Tape & Deyection Wire 11,400.00 LF 114 7,788 912 8,700 0.01 0.68 0.08 0.76 Prod=100.00 LF/hour (1,000.00 LF/ day), 0.010MH/LF, 100.00 LF/MH, 114.00 hour (11.40 days) Tape & Wire Crew 1.00 EA 68.32 Labourer 1.0 68.32 7,788 Boddingtons Identification Tape & Detection Wire 11,400.0 LF 0.08 912 494 Diversion Outfall Pipe & Diffuser-HDPE 290.00 LF 400 30,166 25,398 64,123 163,687 1.38 104.02 87.58 221.11 564.44 10 Pipeline HDPE Pipe 36in Fuze Pipe 290.00 LF 120 8,636 2,675 55,100 66,411 0.41 29.78 9.22 190.00 229.00 Prod=14.50 FT/hour (145.00 FT/ day), 0.414MH/FT, 2.42 FT/MH, 20.00 hour (2.00 days) Polyethylene 900mm (36") Pipe, Butt Fused 1.00 EA 565.56 Labour Foreman 1.0 77.39 1,548 Labourer 4.0 68.32 5,466 Crane Operator Class A 1.0 81.13 1,623 60 KW Diesel Generator Set 1.0 20.99 420 Large Dia. Polyethylene Fusion Machine 1.0 7.21 144 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 1,739 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 42 in HDPE Pipe 290.0 LF 190.00 55,100 20 Set & Anchor 42 in HDPE Outfall Pipe to Lake Bottom 290.00 LF 280 21,530 22,723 9,000 97,252 0.97 74.24 78.35 31.03 335.35 Prod=1.00 HR/hour (8.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 40.00 hour (5.00 days) Crane Barge Crew 1.00 EA 1106.31 Crane Operator Class-A 1.0 81.13 3,245 Pile Driving Foreman 1.0 82.00 3,280 Pile Driver 4.0 77.06 12,330 Oiler 1.0 66.87 2,675 Clam Bucket 1.0 7.25 290 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 6,346 250 Hsp Marine Workboat 1.0 175.00 7,000 Flexfloat 40x10x7 ft 18.0 12.62 9,086 Concrete Weights 20.0 EA 450.00 9,000 Divers team 40.0 Hour 1,100.00 30 Warning & Identification Tape & Deyection Wire 290.00 LF 23 23 0.08 0.08 Boddingtons Identification Tape & Detection Wire 290.0 LF 0.08 23 495 Vent Pipe Type 1 7.00 EA 170 12,091 2,139 16,200 30,430 24.29 1,727.35 305.51 2,314.29 4,347.14 10 Vent Pipe Type 1 7.00 EA 120 8,579 1,050 14,850 24,479 17.14 1,225.63 149.97 2,121.43 3,497.03 Prod=0.35 EA/hour (3.50 EA/ day), 17.143MH/EA, 0.06 EA/MH, 20.00 hour (2.00 days) Install Piping 6in Gal Steel Pipe 1.00 EA 481.46 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 4.0 68.32 5,466 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 Jumping Jack Tamper 2.0 2.67 107 Vent Pipe Type 1 8in Steel Pole 10.0 FT 50.00 500 Vent Pipe Type 1 6in Gal Steel 90 Deg Elbow 7.0 EA 500.00 3,500 Vent Pipe Type 1 U Vent 6in Steel Gal 7.0 EA 150.00 1,050 Vent Pipe Type 1 Flanged Pipe 6in Steel Gal 14.0 LF 50.00 700 Vent Pipe Type 1 Flex Coupling 6 in 7.0 EA 800.00 5,600 Vent Pipe Type 1 6in Gal Steel 45 Deg Elbow 14.0 EA 250.00 3,500 20 Place Concrete Encasement 6.00 CY 50 3,512 1,089 1,350 5,951 8.33 585.34 181.46 225.00 991.80 25 Mix and Place Concrete Encasement 6.00 CY 50 3,512 1,089 1,350 5,951 8.33 585.34 181.46 225.00 991.80 Prod=1.20 CY/hour (12.00 CY/ day), 8.333MH/CY, 0.12 CY/MH, 5.00 hour (0.50 days) Place Retaining Wall Concrete with Pump 1.00 EA 920.16 Concrete Foreman 1.0 77.39 387 Concrete Labourer 3.0 68.32 1,025 Vibrator Operator 2.0 68.32 683 Concrete Truck Spotter 1.0 68.32 342 Carpenter 1.0 72.89 364 Concrete Pump Operator 1.0 68.32 342 Concrete Truck Driver 1.0 73.89 369 8 CY Concrete Transit Mixer 1.0 84.13 421 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 329 Concrete Vibrator-Normal 2.0 0.54 5 10 KW Generator Set (Gas) 2.0 4.93 49 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Super Sack Concrete Mix 6.0 CY 225.00 1,350 496 Vent Pipe Type 2 5.00 EA 170 12,091 2,536 11,650 26,277 34.00 2,418.29 507.19 2,330.00 5,255.48 10 Vent Pipe Type 2 5.00 EA 120 8,579 1,447 10,750 20,777 24.00 1,715.88 289.44 2,150.00 4,155.32 Prod=0.25 EA/hour (2.50 EA/ day), 24.000MH/EA, 0.04 EA/MH, 20.00 hour (2.00 days) Install Piping 6in Gal Steel Pipe 1.00 EA 501.33 Backhoe Operator 1.0 78.30 1,566 Labour Foreman 1.0 77.39 1,548 Labourer 4.0 68.32 5,466 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 Jumping Jack Tamper 2.0 2.67 107 150 CFM Diesel Compressor 1.0 18.56 371 Handheld Rock Drill 30 LB 1.0 1.31 26 Rock Anchor Gal Strap & Anchors 10.0 EA 50.00 500 Vent Pipe Type 2 6in Gal Steel 45 Deg Elbow 10.0 EA 250.00 2,500 Vent Pipe Type 2 Flex Coupling 6 in 5.0 EA 800.00 4,000 Vent Pipe Type 2 Flanged Pipe 6in Steel Gal 10.0 LF 50.00 500 Vent Pipe Type 2 U Vent 6in Steel Gal 5.0 EA 150.00 750 Vent Pipe Type 2 6in Gal Steel 90 Deg Elbow 5.0 EA 500.00 2,500 20 Place Concrete Encasement 4.00 CY 50 3,512 1,089 900 5,501 12.50 878.01 272.19 225.00 1,375.20 25 Mix and Place Concrete Encasement 4.00 CY 50 3,512 1,089 900 5,501 12.50 878.01 272.19 225.00 1,375.20 Prod=0.80 CY/hour (8.00 CY/ day), 12.500MH/CY, 0.08 CY/MH, 5.00 hour (0.50 days) Place Retaining Wall Concrete with Pump 1.00 EA 920.16 Concrete Foreman 1.0 77.39 387 Concrete Labourer 3.0 68.32 1,025 22/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Vibrator Operator 2.0 68.32 683 Concrete Truck Spotter 1.0 68.32 342 Carpenter 1.0 72.89 364 Concrete Pump Operator 1.0 68.32 342 Concrete Truck Driver 1.0 73.89 369 8 CY Concrete Transit Mixer 1.0 84.13 421 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 329 Concrete Vibrator-Normal 2.0 0.54 5 10 KW Generator Set (Gas) 2.0 4.93 49 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Super Sack Concrete Mix 4.0 CY 225.00 900 497 Fiber Reinforced Shotcrete Rock Cut Slopes 17,350.00 SF 640 46,244 15,762 47,118 109,124 0.04 2.67 0.91 2.72 6.29 10 Fiber Reinforced Shotcrete 3 in Rock Cut Slopes 17,350.00 SF 600 43,330 15,762 46,250 105,342 0.03 2.50 0.91 2.67 6.07 Prod=1.85 CY/hour (18.50 CY/ day), 3.243MH/CY, 0.31 CY/MH, 100.00 hour (10.00 days) Place Shotcrete on Slope 1.00 EA 590.92 Shotcrete Machine Operator 1.0 77.06 7,706 Labour Foreman 1.0 77.39 7,739 Labourer 2.0 68.32 13,664 Nozzleman 1.0 68.32 6,832 Water Truck Driver 1.0 73.89 7,389 8 YPH Wet Shotcrete Pump (Swing 750) 1.0 18.83 1,883 Shotcrete Plant 50CY (Dry) 1.0 38.49 3,849 Cat TH63 Forklift 1.0 38.31 3,831 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,862 3000 Gallon Watertruck 1.0 43.37 4,337 Super Sack Shotcrete 185.0 CY 250.00 46,250 20 Cure Shotcrete 17,350.00 SF 40 2,914 868 3,782 0.00 0.17 0.05 0.22 Prod=867.50 SF/hour (8,675.00 SF/ day), 0.002MH/SF, 433.75 SF/MH, 20.00 hour (2.00 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 2,914 Curing Agent per m2/sf 17,350.0 SF 0.05 868 498 Diversion Pipeline Instrumentation Vault 1.00 LS 179 13,088 2,295 200 18,670 34,254 179.46 13,088.26 2,295.27 200.00 18,670.32 34,253.85 10 Concrete Base 5.30 CY 42 3,076 400 2,091 5,567 7.95 580.44 75.43 394.47 1,050.33 15 Build Base Slab Forms 48.00 SF 10 701 28 244 974 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 1.60 hour (0.16 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 118 Carpenter 5.0 72.89 583 5 Ton Flat Bed Truck 1.0 17.67 28 Supply Light Wood Form 48.0 SF 5.09 244 20 SSM Slab Forms 48.00 SF 10 707 111 48 867 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 1.48 hour (0.15 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 109 Carpenter 5.0 72.89 538 Crane Operator Class A 0.5 81.13 60 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 58 3/4 Ton Pickup Truck 4x4 1.0 18.62 28 5 Ton Flat Bed Truck 1.0 17.67 26 Set Strip Footing Material 48.0 SF 1.00 48 25 Mix and Place Concrete Slab 5.30 CY 13 938 201 1,193 2,332 2.50 176.96 38.00 225.00 439.96 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 1.33 hour (0.13 days) Place Slab Concrete 1.00 EA 859.82 Loader Operator 1.0 78.30 104 Concrete Foreman 1.0 77.39 103 Concrete Labourer 3.0 68.32 272 Vibrator Operator 2.0 68.32 181 Concrete Truck Spotter 1.0 68.32 91 Concrete Pump Operator 1.0 68.32 91 Concrete Truck Driver 1.0 73.89 98 8 CY Concrete Transit Mixer 1.0 84.13 111 Concrete Vibrator-Normal 2.0 0.54 1 10 KW Generator Set (Gas) 2.0 4.93 13 Cat TH63 Forklift 1.0 38.31 51 3/4 Ton Pickup Truck 4x4 1.0 18.62 25 Super Sack Concrete Mix 5.3 CY 225.00 1,193 30 Finish Concrete Base Slab 144.00 SF 5 350 350 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 2.40 hour (0.24 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 350 35 Cure Concrete Base Slab 192.00 SF 0 28 10 38 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.19 hour (0.02 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 28 Curing Agent per m2/sf 192.0 sf 0.05 10 75 Reinforcement 795.00 LB 5 352 59 596 1,007 0.01 0.44 0.07 0.75 1.27 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 0.13 hour (0.01 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 20 Crane Operator Class A 2.0 81.13 21 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 12 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 2 Prod=1,100.00 LB/hour (11,000.00 LB/ day), 0.005MH/LB, 200.00 LB/MH, 0.72 hour (0.07 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 29 Ironworker Foreman 4.0 77.93 225 Ironworker 1.0 76.93 56 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 31 23/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 3/4 Ton Pickup Truck 4x4 1.0 18.62 13 Supply Rebar 795.0 LB 0.75 596 20 Set Precast Vault 1.00 LS 14 997 211 8,775 9,983 14.00 997.34 211.12 8,775.00 9,983.46 Prod=0.50 LS/hour (5.00 LS/ day), 14.000MH/LS, 0.07 LS/MH, 2.00 hour (0.20 days) Set Inplace Instrument Vault 1.00 EA 604.23 Crane Operator Class-A 1.0 81.13 162 Labour Foreman 1.0 77.39 155 Labourer 4.0 68.32 547 Oiler 1.0 66.87 134 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 174 3/4 Ton Pickup Truck 4x4 1.0 18.62 37 Diversion Instrumentation Vault 13.5 VF 650.00 8,775 30 Signs 2.00 EA 200 200 100.00 100.00 Signs 2.0 EA 100.00 200 40 Aluminun Hatch 1.00 EA 4 308 37 3,500 3,845 4.00 307.72 37.12 3,500.00 3,844.84 Prod=0.50 LS/hour (5.00 LS/ day), 4.000MH/LS, 0.25 LS/MH, 2.00 hour (0.20 days) Install Aluminum Hatch 1.00 EA 172.42 Ironworker 2.0 76.93 308 150 CFM Diesel Compressor 1.0 18.56 37 Aluminun Hatch 1.0 EA 3,500.00 3,500 50 Ladder 13.50 VF 4 332 40 743 1,115 0.32 24.62 2.97 55.00 82.59 Prod=0.50 LS/hour (5.00 LS/ day), 4.000MH/LS, 0.25 LS/MH, 2.16 hour (0.22 days) Install Aluminum Hatch 1.00 EA 172.42 Ironworker 2.0 76.93 332 150 CFM Diesel Compressor 1.0 18.56 40 Ladder 13.5 VF 55.00 743 60 Install Vent Pipe 13.00 FT 15 1,070 106 514 1,690 1.15 82.32 8.17 39.54 130.02 Prod=2.60 FT/hour (26.00 FT/ day), 1.154MH/FT, 0.87 FT/MH, 5.00 hour (0.50 days) Install Vent Pipe 1.00 EA 235.26 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Jumping Jack Tamper 1.0 2.67 13 150 CFM Diesel Compressor 1.0 18.56 93 6in Vent Pipe 13.0 FT 28.00 364 Vent Pipe Elbow w Screen 1.0 EA 150.00 150 65 4in Drain 30.00 LF 20 1,462 329 150 1,941 0.67 48.72 10.96 5.00 64.68 Prod=6.00 LF/hour (60.00 LF/ day), 0.667MH/LF, 1.50 LF/MH, 5.00 hour (0.50 days) Install 4in Drain Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Backhoe Operator 1.0 78.30 392 1.7 CY Backhoe Loader (Case680)1.0 47.15 236 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 4in Floor Drain 1.0 EA 75.00 75 4in Drain Pipe 30.0 LF 2.50 75 70 Install Insulation Board 2in Thick 640.00 SF 20 1,458 186 1,920 3,563 0.03 2.28 0.29 3.00 5.57 Prod=64.00 SF/hour (640.00 SF/ day), 0.031MH/SF, 32.00 SF/MH, 10.00 hour (1.00 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 1,458 150 CFM Diesel Compressor 1.0 18.56 186 Insulation Board 2in Thick 640.0 SF 3.00 1,920 75 UnderDrain 6in PVC 60.00 LF 40 2,923 658 438 4,019 0.67 48.72 10.96 7.30 66.99 Prod=6.00 LF/hour (60.00 LF/ day), 0.667MH/LF, 1.50 LF/MH, 10.00 hour (1.00 days) Install 6in Underdrain Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 774 Labourer 2.0 68.32 1,366 Backhoe Operator 1.0 78.30 783 1.7 CY Backhoe Loader (Case680)1.0 47.15 472 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Pea Gravel 10.0 CY 30.00 300 6" (150mm) Perforated Drainage Tubing 60.0 FT 1.50 90 6" (150mm) Cap 1.0 EA 3.16 3 6" (150mm) 45 Degree Elbow 3.0 EA 6.33 19 6" (150mm) 90 Degree Elbow 4.0 EA 6.50 26 85 Gravel Area 18.00 CY 20 1,462 329 540 2,331 1.11 81.20 18.27 30.00 129.47 Prod=3.60 CY/hour (36.00 CY/ day), 1.111MH/CY, 0.90 CY/MH, 5.00 hour (0.50 days) Gravel Area 1.00 EA 358.1 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Backhoe Operator 1.0 78.30 392 1.7 CY Backhoe Loader (Case680)1.0 47.15 236 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Gravel Area 18.0 CY 30.00 540 499 Diversion Pipeline Instrumentation Building 1.00 LS 186 13,969 11,484 3,400 10,175 39,527 185.53 13,969.12 11,483.56 3,400.00 10,174.67 39,527.34 10 Concrete Base 9.00 CY 69 4,986 656 2,692 8,335 7.64 554.04 72.93 299.13 926.10 15 Build Base Slab Forms 108.00 SF 22 1,578 64 550 2,191 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 3.60 hour (0.36 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 266 Carpenter 5.0 72.89 1,312 5 Ton Flat Bed Truck 1.0 17.67 64 Supply Light Wood Form 108.0 SF 5.09 550 24/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 SSM Slab Forms 108.00 SF 22 1,591 251 108 1,950 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 3.32 hour (0.33 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 246 Carpenter 5.0 72.89 1,211 Crane Operator Class A 0.5 81.13 135 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 130 3/4 Ton Pickup Truck 4x4 1.0 18.62 62 5 Ton Flat Bed Truck 1.0 17.67 59 Set Strip Footing Material 108.0 SF 1.00 108 25 Mix and Place Concrete Slab 9.00 CY 23 1,593 342 2,025 3,960 2.50 176.96 38.00 225.00 439.96 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 2.25 hour (0.23 days) Place Slab Concrete 1.00 EA 859.82 Loader Operator 1.0 78.30 176 Concrete Foreman 1.0 77.39 174 Concrete Labourer 3.0 68.32 461 Vibrator Operator 2.0 68.32 307 Concrete Truck Spotter 1.0 68.32 154 Concrete Pump Operator 1.0 68.32 154 Concrete Truck Driver 1.0 73.89 166 8 CY Concrete Transit Mixer 1.0 84.13 189 Concrete Vibrator-Normal 2.0 0.54 2 10 KW Generator Set (Gas) 2.0 4.93 22 Cat TH63 Forklift 1.0 38.31 86 3/4 Ton Pickup Truck 4x4 1.0 18.62 42 Super Sack Concrete Mix 9.0 CY 225.00 2,025 30 Finish Concrete Base Slab 81.00 SF 3 197 197 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 1.35 hour (0.14 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 197 35 Cure Concrete Base Slab 189.00 SF 0 28 9 37 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.19 hour (0.02 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 28 Curing Agent per m2/sf 189.0 sf 0.05 9 20 Siphon Instrumentation Building 1.00 LS 7 499 106 4,500 5,104 7.00 498.67 105.56 4,500.00 5,104.23 Prod=1.00 LS/hour (10.00 LS/ day), 7.000MH/LS, 0.14 LS/MH, 1.00 hour (0.10 days) Set Inplace Instrument Building 1.00 EA 604.23 Crane Operator Class-A 1.0 81.13 81 Labour Foreman 1.0 77.39 77 Labourer 4.0 68.32 273 Oiler 1.0 66.87 67 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 87 3/4 Ton Pickup Truck 4x4 1.0 18.62 19 Siphon Instrumentation Building 9.0 VF 500.00 4,500 26 Select Backfill 1.5 in Minus 3.00 CY 1 60 12 83 154 0.28 20.06 3.91 27.50 51.48 Prod=25.00 CY/hour (250.00 CY/ day), 0.280MH/CY, 3.57 CY/MH, 0.12 hour (0.01 days) Place Select Backfill 1.00 EA 599.41 Truck Driver Cl 4 (Water) 1.0 72.96 9 General Labour Foreman 1.0 77.06 9 General Labourer 4.0 68.32 33 Loader Operator 1.0 78.30 9 3.5 CY Loader (Cat 950) 1.0 58.84 7 3/4 Ton Pickup Truck 2x2 1.0 11.14 1 3000 Gallon Watertruck 1.0 27.83 3 Select backfill 1.5in Minus 3.3 CY 25.00 83 30 Metal Roof 100.00 SF 2 147 19 400 2,000 2,565 0.02 1.47 0.19 4.00 20.00 25.65 Prod=1.00 LS/hour (10.00 LS/ day), 2.000MH/LS, 0.50 LS/MH, 1.00 hour (0.10 days) Install Metal Roof 1.00 EA 165.4 Carpenter Foreman 1.0 73.89 74 Carpenter 1.0 72.89 73 3/4 Ton Pickup Truck 4x4 1.0 18.62 19 Metal Roof Decking 100.0 SF 4.00 400 Metal Roof Frame 1.0 LS 2,000.00 2,000 40 Bullet Proof Door 1.00 EA 8 583 3,000 3,583 8.00 583.12 3,000.00 3,583.12 Prod=0.25 EA/hour (2.50 EA/ day), 8.000MH/EA, 0.13 EA/MH, 4.00 hour (0.40 days) Install Door 1.00 EA 145.78 Carpenter 2.0 72.89 583 Bullet Proof Door 1.0 EA 3,000.00 3,000 70 Install Insulation Board 2in Thick 300.00 SF 11 795 101 900 1,796 0.04 2.65 0.34 3.00 5.99 Prod=55.00 SF/hour (550.00 SF/ day), 0.036MH/SF, 27.50 SF/MH, 5.45 hour (0.55 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 795 150 CFM Diesel Compressor 1.0 18.56 101 Insulation Board 2in Thick 300.0 SF 3.00 900 80 Paint Building 250.00 SF 500 2.00 Exterior Painting (3-coats brush applied) 250.0 SF 2.00 90 6in Gravel Surfacing 1.00 LS 88 6,899 10,590 17,489 88.00 6,898.87 10,590.03 17,488.90 20 Produce Backfill Material from Rock Cuts 1,100.00 CY 66 5,225 8,713 13,938 0.06 4.75 7.92 12.67 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 22.00 hour (2.20 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 1,807 Loader Operator 1.0 78.30 1,723 Crusher Operator 1.0 77.06 1,695 3.5 CY Loader (Cat 950) 1.0 73.65 1,620 Radial Stacker 24"x100 15 Hsp 1.0 18.87 415 25/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Conveyor 18"x30 5Hsp 3.0 6.28 414 Portable Cone with Screening Plant & Generator 1.0 266.07 5,854 3/4 Ton Pickup Truck 4x4 1.0 18.62 410 25 Load Haul Processed Material for Backfill 1,100.00 CY 22 1,674 1,877 3,551 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 11.00 hour (1.10 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 861 Off Hwy Truck Driver 1.0 73.89 813 3.5 CY Loader (Cat 950) 1.0 58.84 647 25 Ton Articulated Truck (Cat D250) 1.0 111.79 1,230 Siphon 1.00 LS 7,658 559,999 282,246 142,550 463,289 1,677,944 7,658.13 559,999.19 282,245.59 142,550.30 463,289.31 1,677,944.39 205 Clearing & Grubbing Siphon 1.50 AC 85 6,513 5,860 12,373 56.67 4,342.23 3,906.57 8,248.80 10 Clearing 1.50 AC 70 5,320 4,582 9,902 46.67 3,546.47 3,054.87 6,601.33 Prod=0.15 AC/hour (1.50 AC/ day), 46.667MH/AC, 0.02 AC/MH, 10.00 hour (1.00 days) Clear Right of Way 1.00 EA 990.2 Labourer 2.0 68.32 1,366 Equipment Foreman 1.0 82.13 821 Backhoe Operator 2.0 78.30 1,566 Dozer Operator 2.0 78.30 1,566 160 Hsp Harvester (Cat 550)1.0 97.40 974 Cat TK723 Feller Buncher 1.0 143.22 1,432 150 Hsp Grapple (Cat 527) 1.0 85.38 854 Chipper - clearing 1.0 120.89 1,209 3/4 Ton Crew Cab Truck 1.0 11.34 113 20 Grubbing 1.50 AC 15 1,194 1,278 2,471 10.00 795.77 851.70 1,647.47 Prod=0.30 AC/hour (3.00 AC/ day), 10.000MH/AC, 0.10 AC/MH, 5.00 hour (0.50 days) Grubbing 1.00 EA 494.24 Equipment Foreman 1.0 82.13 411 Backhoe Operator 1.0 78.30 392 Dozer Operator 1.0 78.30 392 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 472 2.6 CY Backhoe (Cat 350)1.0 142.59 713 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 206 Demolition of Existing Spillway Concrete Weir 1.00 LS 8 587 765 1,353 7.50 587.25 765.45 1,352.70 10 Demolition of Existing Spiway Concrete Weir 1.60 CY 8 587 765 1,353 4.69 367.03 478.41 845.44 Prod=0.20 LS/hour (2.00 LS/ day), 7.500MH/LS, 0.13 LS/MH, 5.00 hour (0.50 days) Demo Existing Weir 1.00 EA 270.54 Backhoe Operator 1.0 78.30 392 Loader Operator 0.5 78.30 196 3.5 CY Loader (Cat 950) 0.5 58.84 147 2.6 CY Backhoe (Cat 350)1.0 98.70 494 Hoe Hammer 16X 1.0 24.97 125 210 Control of Water- Siphon Outlet Works 1.00 LS 699 48,434 12,205 159 60,798 699.00 48,434.23 12,205.06 158.75 60,798.04 10 Excavate Sedimentation Pond 3,500.00 CY 84 6,272 3,285 159 9,716 0.02 1.79 0.94 0.05 2.78 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.024MH/CY, 41.67 CY/MH, 28.00 hour (2.80 days) Excavate Sediment Pond & install Overflow Pipe 1.00 EA 341.33 Backhoe Operator 1.0 78.30 2,192 Labour Foreman 1.0 77.39 2,167 Labourer 1.0 68.32 1,913 2.6 CY Backhoe (Cat 350)1.0 98.70 2,764 3/4 Ton Pickup Truck 4x4 1.0 18.62 521 300 mm (12") x 1.3 mm Corrugated Steel Pipe (68mm x 13mm)25.0 FT 6.35 159 20 Pump Water 1.00 LS 600 40,992 7,884 48,876 600.00 40,992.00 7,884.00 48,876.00 Prod=1.00 HRS/hour (10.00 HRS/ day), 2.000MH/HRS, 0.50 HRS/MH, 300.00 hour (30.00 days) Pump Water 1.00 EA 162.92 Labourer 2.0 68.32 40,992 60 KW Diesel Generator Set 1.0 20.99 6,297 2" Diesel Water Pump 8,000 gph 1.0 4.20 1,260 2" Electric Submersible Pump 1.0 1.09 327 30 Remove Sediment Pond 1.00 LS 15 1,170 1,036 2,206 15.00 1,169.95 1,036.10 2,206.05 Prod=0.10 LS/hour (1.00 LS/ day), 15.000MH/LS, 0.07 LS/MH, 10.00 hour (1.00 days) Remove Sediment Pond 1.00 EA 220.605 Dozer Operator 1.0 78.30 783 Labour Foreman 0.5 77.39 387 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 943 3/4 Ton Pickup Truck 4x4 0.5 18.62 93 215 Siphon Pipeline Excavation and Backfill in Water 300.00 LF 420 32,294 34,084 132,379 1.40 107.65 113.61 441.26 10 Siphon Pipeline Excavation and Backfill in Water (Sta 0+00 to 3+00) 300.00 LF 420 32,294 34,084 132,379 1.40 107.65 113.61 441.26 Prod=1.00 HR/hour (10.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 60.00 hour (6.00 days) Crane Barge Crew 1.00 EA 1106.31 Crane Operator Class-A 1.0 81.13 4,868 Pile Driving Foreman 1.0 82.00 4,920 Pile Driver 4.0 77.06 18,494 Oiler 1.0 66.87 4,012 Clam Bucket 1.0 7.25 435 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 9,520 250 Hsp Marine Workboat 1.0 175.00 10,500 Flexfloat 40x10x7 ft 18.0 12.62 13,630 Divers team 60.0 Hour 1,100.00 26/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 220 Siphon Pipeline Excavation and Backfill Soil 600.00 FT 570 41,535 18,472 60,007 0.95 69.22 30.79 100.01 10 Pipeline Common Excavation 2,465.00 CY 115 8,616 6,418 15,034 0.05 3.50 2.60 6.10 Prod=150.00 CY/hour (1,500.00 CY/ day), 0.047MH/CY, 21.43 CY/MH, 16.43 hour (1.64 days) Main Trench Excavation, Pipe 1.00 EA 914.831 Equipment Foreman 1.0 82.13 1,350 Labourer 1.0 68.32 1,123 Water Truck Driver 1.0 73.89 1,214 Backhoe Operator 1.0 78.30 1,287 Off Hwy Truck Driver 3.0 73.89 3,643 2.6 CY Backhoe (Cat 350)1.0 142.59 2,343 25 Ton Articulated Truck (Cat D250) 2.0 111.79 3,674 3/4 Ton Crew Cab Truck 1.0 11.34 186 3000 Gallon Watertruck 0.3 43.37 214 15 Backfill Pipeline 4,500.00 CY 420 30,172 7,838 38,009 0.09 6.70 1.74 8.45 Prod=75.00 CY/hour (750.00 CY/ day), 0.093MH/CY, 10.71 CY/MH, 60.00 hour (6.00 days) Backfill Pipeline 1.00 EA 633.49 Loader Operator 1.0 78.30 4,698 Labour Foreman 1.0 77.39 4,643 Labourer 4.0 68.32 16,397 Water Truck Driver 1.0 73.89 4,433 3.5 CY Loader (Cat 950) 1.0 73.65 4,419 Jumping Jack Handheld Packer 1.0 4.12 247 24" Smooth Drum Manual (Bomag 60) 1.0 6.41 385 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,117 3000 Gallon Watertruck 1.0 27.83 1,670 20 Produce Pipe Zone Material from Rock Cuts 438.00 CY 26 2,080 3,469 5,550 0.06 4.75 7.92 12.67 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 8.76 hour (0.88 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 719 Loader Operator 1.0 78.30 686 Crusher Operator 1.0 77.06 675 3.5 CY Loader (Cat 950) 1.0 73.65 645 Radial Stacker 24"x100 15 Hsp 1.0 18.87 165 Conveyor 18"x30 5Hsp 3.0 6.28 165 Portable Cone with Screening Plant & Generator 1.0 266.07 2,331 3/4 Ton Pickup Truck 4x4 1.0 18.62 163 25 Load Haul Pipe Zone Material for Backfill 438.00 CY 9 667 747 1,414 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 4.38 hour (0.44 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 343 Off Hwy Truck Driver 1.0 73.89 324 3.5 CY Loader (Cat 950) 1.0 58.84 258 25 Ton Articulated Truck (Cat D250) 1.0 111.79 490 225 Siphon Pipeline Excavation and Backfill- Rock 800.00 LF 2,380 174,982 123,472 92,759 391,214 2.98 218.73 154.34 115.95 489.02 12 Drill & Shoot Rock Trench 11,273.00 CY 850 61,267 25,079 92,759 179,105 0.08 5.43 2.22 8.23 15.89 05 Presplit Blasting 4ft centers 48,000.00 SF 490 35,219 12,879 43,670 91,769 0.01 0.73 0.27 0.91 1.91 Prod=171.43 FT/hour (1,714.29 FT/ day), 0.041MH/FT, 24.49 FT/MH, 70.00 hour (7.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 687.12 Equipment Foreman 1.0 82.13 5,749 Labourer 2.0 68.32 9,565 Powderman 1.0 75.05 5,254 Driller 2.0 69.77 9,768 Shotfirer 1.0 69.77 4,884 Hydraulic Drill 3" (AC1238/Tam400)2.0 73.85 10,339 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,303 5 Ton Flat Bed Truck 1.0 17.67 1,237 Emulex 927 1 1/4 presplit powder 12in stick 12,000.0 EA 2.75 33,000 Leadin Line 53.3 EA 200.00 10,667 Electric Blasting Caps 1.0 EA 3.48 3 10 Drill and Shoot Production 11,273.00 CY 360 26,048 12,200 49,089 87,337 0.03 2.31 1.08 4.35 7.75 Prod=169.10 FT/hour (1,690.95 FT/ day), 0.053MH/FT, 18.79 FT/MH, 40.00 hour (4.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 956.19 Equipment Foreman 1.0 82.13 3,285 Backhoe Operator 1.0 78.30 3,132 Labourer 2.0 68.32 5,466 Powderman 1.0 75.05 3,002 Driller 3.0 69.77 8,372 Shotfirer 1.0 69.77 2,791 1.7 CY Backhoe Loader (Case680)1.0 47.15 1,886 Hydraulic Drill 3" (AC1238/Tam400)3.0 73.85 8,862 3/4 Ton Pickup Truck 4x4 1.0 18.62 745 5 Ton Flat Bed Truck 1.0 17.67 707 Hydromite 880 Wet Holes 10%1,127.3 LB 1.88 2,119 Shoot Line 3.0 EA 52.00 156 Between Holes QRC 1 for every 4 holes 100.0 EA 4.75 475 Drill Steel 5.0 EA 1,000.00 5,000 Drill Bits 5.0 EA 400.00 2,000 Anfo 32,692.0 LB 0.75 24,519 Booster 400.0 EA 4.85 1,940 Caps 400.0 EA 7.20 2,880 Blast Mats 5,000.0 SF 2.00 10,000 14 Excavate Rock 11,273.00 CY 601 45,360 48,580 93,940 0.05 4.02 4.31 8.33 Prod=150.00 CY/hour (1,500.00 CY/ day), 0.053MH/CY, 18.75 CY/MH, 75.15 hour (7.52 days) Main Trench Excavation, Pipe 1.00 EA 1249.979 Equipment Foreman 1.0 82.13 6,172 Dozer Operator 1.0 78.30 5,885 Packer Operator 0.3 77.06 1,737 Labourer 1.0 68.32 5,134 Water Truck Driver 0.7 73.89 3,887 Backhoe Operator 1.0 78.30 5,885 Off Hwy Truck Driver 3.0 73.89 16,659 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 7,087 27/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 2.6 CY Backhoe (Cat 350)1.0 142.59 10,716 25 Ton Articulated Truck (Cat D250) 3.0 111.79 25,204 8 Ton Compactor 66" (Cat 433) 0.7 46.37 2,439 3/4 Ton Crew Cab Truck 1.0 11.34 852 3000 Gallon Watertruck 0.7 43.37 2,282 15 Backfill 6,008.00 CY 881 64,592 44,036 108,629 0.15 10.75 7.33 18.08 Prod=75.00 CY/hour (750.00 CY/ day), 0.147MH/CY, 6.82 CY/MH, 80.11 hour (8.01 days) Haul Place Backfill Crew 1.00 EA 1356.05 Equipment Foreman 1.0 82.13 6,579 Loader Operator 1.0 78.30 6,272 Packer Operator 1.0 77.06 6,173 Labourer 4.0 68.32 21,892 Water Truck Driver 1.0 73.89 5,919 Off Hwy Truck Driver 3.0 73.89 17,757 3.5 CY Loader (Cat 950) 1.0 73.65 5,900 25 Ton Articulated Truck (Cat D250) 3.0 111.79 26,865 Jumping Jack Tamper 1.0 2.67 214 22" Smooth Drum Manual (Bomag 55) 1.0 8.21 658 26" Smotth Drum Manual (Bomag 65) 1.0 11.32 907 15 Ton Compactor 84" (Cat 563) 1.0 66.59 5,334 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,492 5000 Gallon Watertanker 1.0 33.29 2,667 20 Produce Pipe Zone Material from Rock Cuts 600.00 CY 36 2,850 4,753 7,602 0.06 4.75 7.92 12.67 Prod=50.00 CY/hour (500.00 CY/ day), 0.060MH/CY, 16.67 CY/MH, 12.00 hour (1.20 days) Crush Screen Rock 1.00 EA 633.54 Equipment Foreman 1.0 82.13 986 Loader Operator 1.0 78.30 940 Crusher Operator 1.0 77.06 925 3.5 CY Loader (Cat 950) 1.0 73.65 884 Radial Stacker 24"x100 15 Hsp 1.0 18.87 226 Conveyor 18"x30 5Hsp 3.0 6.28 226 Portable Cone with Screening Plant & Generator 1.0 266.07 3,193 3/4 Ton Pickup Truck 4x4 1.0 18.62 223 25 Load Haul Pipe Zone Material for Backfill 600.00 CY 12 913 1,024 1,937 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 6.00 hour (0.60 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 470 Off Hwy Truck Driver 1.0 73.89 443 3.5 CY Loader (Cat 950) 1.0 58.84 353 25 Ton Articulated Truck (Cat D250) 1.0 111.79 671 235 Siphon Spillway Cutoff Wall Initial Cleaning for Maping 420.00 SF 25 1,783 565 2,349 0.06 4.25 1.35 5.59 10 Foundation Cleaning 420.00 SF 25 1,783 565 2,349 0.06 4.25 1.35 5.59 Prod=100.00 SF/hour (1,000.00 SF/ day), 0.060MH/SF, 16.67 SF/MH, 4.20 hour (0.42 days) Foundation Cleaning 1.00 EA 559.2 Labour Foreman 1.0 77.39 325 Labourer 4.0 68.32 1,148 Water Truck Driver 1.0 73.89 310 1.7 CY Backhoe Loader (Case680)1.0 35.51 149 375 CFM Diesel Compressor 1.0 36.56 154 15 LB Chipping Hammer 1.0 0.58 2 3/4 Ton Pickup Truck 4x4 1.0 18.62 78 3000 Gallon Watertruck 1.0 43.37 182 245 Siphon Spillway Cut Off Wall Final Cleaning for Concrete Placement 420.00 SF 17 1,209 565 1,775 0.04 2.88 1.35 4.23 10 Foundation Cleaning 420.00 SF 17 1,209 565 1,775 0.04 2.88 1.35 4.23 Prod=100.00 SF/hour (1,000.00 SF/ day), 0.040MH/SF, 25.00 SF/MH, 4.20 hour (0.42 days) Foundation Cleaning 1.00 EA 422.56 Labour Foreman 1.0 77.39 325 Labourer 2.0 68.32 574 Water Truck Driver 1.0 73.89 310 1.7 CY Backhoe Loader (Case680)1.0 35.51 149 375 CFM Diesel Compressor 1.0 36.56 154 15 LB Chipping Hammer 1.0 0.58 2 3/4 Ton Pickup Truck 4x4 1.0 18.62 78 3000 Gallon Watertruck 1.0 43.37 182 250 Siphon Outlet Channel Excavation 3,500.00 CY 280 20,972 15,621 36,593 0.08 5.99 4.46 10.46 10 Spillway Common Excavation 3,500.00 CY 280 20,972 15,621 36,593 0.08 5.99 4.46 10.46 Prod=87.50 CY/hour (875.00 CY/ day), 0.080MH/CY, 12.50 CY/MH, 40.00 hour (4.00 days) Main Trench Excavation, Pipe 1.00 EA 914.831 Equipment Foreman 1.0 82.13 3,285 Labourer 1.0 68.32 2,733 Water Truck Driver 1.0 73.89 2,956 Backhoe Operator 1.0 78.30 3,132 Off Hwy Truck Driver 3.0 73.89 8,867 2.6 CY Backhoe (Cat 350)1.0 142.59 5,704 25 Ton Articulated Truck (Cat D250) 2.0 111.79 8,943 3/4 Ton Crew Cab Truck 1.0 11.34 454 3000 Gallon Watertruck 0.3 43.37 520 255 Riprap Siphon Outlet Structure 170.00 CY 42 3,204 2,497 5,702 0.25 18.85 14.69 33.54 10 Riprap Outlet 170.00 CY 42 3,204 2,497 5,702 0.25 18.85 14.69 33.54 05 Sort RipRap from Rock Cut 170.00 CY 17 1,325 998 2,323 0.10 7.79 5.87 13.66 Prod=25.00 CY/hour (250.00 CY/ day), 0.100MH/CY, 10.00 CY/MH, 6.80 hour (0.68 days) Sort Riprap 1.00 EA 341.58 Backhoe Operator 1.0 78.30 532 Loader Operator 0.5 78.30 266 Labour Foreman 1.0 77.39 526 3.5 CY Loader (Cat 950) 0.5 58.84 200 2.6 CY Backhoe (Cat 350)1.0 98.70 671 3/4 Ton Pickup Truck 4x4 1.0 18.62 127 28/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 10 Load & Haul Riprap 170.00 CY 3 207 232 439 0.02 1.22 1.37 2.58 Prod=125.00 CY/hour (1,250.00 CY/ day), 0.016MH/CY, 62.50 CY/MH, 1.36 hour (0.14 days) Load haul Riprap 1.00 EA 322.82 Loader Operator 1.0 78.30 106 Off Hwy Truck Driver 1.0 73.89 100 3.5 CY Loader (Cat 950) 1.0 58.84 80 25 Ton Articulated Truck (Cat D250) 1.0 111.79 152 15 Place Riprap & Bedding 170.00 CY 19 1,468 856 2,324 0.11 8.64 5.03 13.67 Prod=35.00 CY/hour (350.00 CY/ day), 0.114MH/CY, 8.75 CY/MH, 4.86 hour (0.49 days) Place RipRap 1.00 EA 478.47 Backhoe Operator 1.0 78.30 380 Loader Operator 1.0 78.30 380 Labour Foreman 1.0 77.39 376 Labourer 1.0 68.32 332 3.5 CY Loader (Cat 950) 1.0 58.84 286 2.6 CY Backhoe (Cat 350)1.0 98.70 479 3/4 Ton Pickup Truck 4x4 1.0 18.62 90 20 Produce Bedding material from Rock Cut 45.00 CY 2 140 340 480 0.04 3.11 7.55 10.66 Prod=50.00 CY/hour (500.00 CY/ day), 0.040MH/CY, 25.00 CY/MH, 0.90 hour (0.09 days) Screen Bedding Material 1.00 EA 532.79 Loader Operator 1.0 78.30 70 Crusher Operator 1.0 77.06 69 3.5 CY Loader (Cat 950) 1.0 73.65 66 Radial Stacker 24"x100 15 Hsp 1.0 18.87 17 Conveyor 18"x30 5Hsp 3.0 6.28 17 Portable Cone with Screening Plant & Generator 1.0 266.07 239 25 Load Haul Bedding Material 42.21 CY 1 64 72 136 0.02 1.52 1.71 3.23 Prod=100.00 CY/hour (1,000.00 CY/ day), 0.020MH/CY, 50.00 CY/MH, 0.42 hour (0.04 days) Load haul Beding Material 1.00 EA 322.82 Loader Operator 1.0 78.30 33 Off Hwy Truck Driver 1.0 73.89 31 3.5 CY Loader (Cat 950) 1.0 58.84 25 25 Ton Articulated Truck (Cat D250) 1.0 111.79 47 260 Siphon Pipeline-Steel 1,680.00 LF 762 55,719 27,959 362,499 491,337 0.45 33.17 16.64 215.77 292.46 10 30 in Welded Steel Pipe 1,380.00 LF 414 29,599 8,095 287,040 324,734 0.30 21.45 5.87 208.00 235.31 Prod=20.00 LF/hour (200.00 LF/ day), 0.300MH/LF, 3.33 LF/MH, 69.00 hour (6.90 days) Lay Pipe 1.00 EA 546.29 Backhoe Operator 1.0 78.30 5,403 Labour Foreman 1.0 77.39 5,340 Labourer 4.0 68.32 18,856 2.6 CY Backhoe (Cat 350)1.0 98.70 6,810 3/4 Ton Pickup Truck 4x4 1.0 18.62 1,285 30 in Welded Steel Pipe 1,380.0 LF 208.00 287,040 20 Set 30in Steel Pipe in Lake & Connect to Inlet 300.00 LF 210 16,147 16,825 69,150 135,122 0.70 53.82 56.08 230.50 450.41 Prod=1.00 HR/hour (10.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 30.00 hour (3.00 days) Crane Barge crew 1.00 EA 1099.06 Crane Operator Class-A 1.0 81.13 2,434 Pile Driving Foreman 1.0 82.00 2,460 Pile Driver 4.0 77.06 9,247 Oiler 1.0 66.87 2,006 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 4,760 250 Hsp Marine Workboat 1.0 175.00 5,250 Flexfloat 40x10x7 ft 18.0 12.62 6,815 30 in Bell & Sp Steel Pipe 300.0 LF 208.00 62,400 Concrete Weights 15.0 EA 450.00 6,750 Divers team 30.0 Hour 1,100.00 30 Weld 30in Steel Pipe 40 ft Joints 35.00 JT 53 4,128 1,465 175 5,768 1.50 117.95 41.86 5.00 164.81 Prod=2.00 JT/hour (20.00 JT/ day), 1.500MH/JT, 0.67 JT/MH, 17.50 hour (1.75 days) Weld Pipe 40ft Joints 1.00 EA 319.61 Welder Foreman 1.0 79.30 1,388 Welder Journeyman 2.0 78.30 2,741 350 Amp Diesel Welder 2.0 9.65 338 150 KW Diesel Generator Set 1.0 39.67 694 Tunnel Ventilation Fan 24" 1.0 6.12 107 3/4 Ton Pickup Truck 4x4 1.0 18.62 326 Weld Rod 70.0 LB 2.50 175 35 Poly Coat Pipe Joint 35.00 EA 69 4,697 1,574 6,271 1.96 134.20 44.97 179.17 Prod=8.00 SF/hour (80.00 SF/ day), 0.250MH/SF, 4.00 SF/MH, 34.38 hour (3.44 days) Poly Coat Pipe 1.00 EA 182.43 Labourer 2.0 68.32 4,697 150 KW Diesel Generator Set 1.0 39.67 1,364 Tunnel Ventilation Fan 24" 1.0 6.12 210 40 Cathodic Protection 1,680.00 LF 3,360 2.00 Cathodic Protection 1,680.0 FT 2.00 50 Warning & Identification Tape & Deyection Wire 1,680.00 LF 17 1,148 134 1,282 0.01 0.68 0.08 0.76 Prod=100.00 LF/hour (1,000.00 LF/ day), 0.010MH/LF, 100.00 LF/MH, 16.80 hour (1.68 days) Tape & Wire Crew 1.00 EA 68.32 Labourer 1.0 68.32 1,148 Boddingtons Identification Tape & Detection Wire 1,680.0 LF 0.08 134 60 Pipe Couplings 2.00 EA 6,000 14,800 3,000.00 7,400.00 Pipe Couplings 30 in 2.0 EA 3,000.00 6,000 Divers team 8.0 Hour 1,100.00 29/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 265 Siphon Pipeline Spillway Cutoff Wall 56.00 CY 623 44,787 7,474 12,612 16,325 81,199 11.12 799.77 133.47 225.21 291.52 1,449.98 05 Siphon Spillway Cutoff Wall Keyway Excavation 68.00 LF 200 14,027 1,753 15,780 2.94 206.28 25.78 232.06 Prod=0.25 CY/hour (2.50 CY/ day), 20.000MH/CY, 0.05 CY/MH, 40.00 hour (4.00 days) Hand Break Rock 1.00 EA 394.5 Labour Foreman 1.0 77.39 3,096 Labourer 4.0 68.32 10,931 250 CFM Diesel Compressor 1.0 23.79 952 15 LB Jackhammer 2.0 0.71 57 3/4 Ton Pickup Truck 4x4 1.0 18.62 745 10 Spillway Cutoff Wall Concrete 56.00 CY 423 30,761 5,721 12,612 16,325 65,419 7.55 549.30 102.17 225.21 291.52 1,168.19 10 Build Wall Forms 810.00 SF 81 5,918 490 12,612 19,019 0.10 7.31 0.60 15.57 23.48 Prod=60.00 SF/hour (600.00 SF/ day), 0.100MH/SF, 10.00 SF/MH, 13.50 hour (1.35 days) Fabricate Gang Formwork 1.00 EA 474.63 Carpenter Foreman 1.0 73.89 998 Carpenter 5.0 72.89 4,920 3/4 Ton Pickup Truck 4x4 1.0 18.62 251 5 Ton Flat Bed Truck 1.0 17.67 239 Supply Symons Versiform 810.0 SF 15.57 12,612 20 SSM Wall Forms 810.00 SF 162 11,936 1,881 608 14,424 0.20 14.74 2.32 0.75 17.81 Prod=32.50 sf/hour (325.00 sf/ day), 0.200MH/sf, 5.00 sf/MH, 24.92 hour (2.49 days) Set Strip Retaining Walls 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 1,842 Carpenter 5.0 72.89 9,083 Crane Operator Class A 0.5 81.13 1,011 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 976 3/4 Ton Pickup Truck 4x4 1.0 18.62 464 5 Ton Flat Bed Truck 1.0 17.67 440 Set Strip Retaining Wall Material 810.0 SF 0.75 608 30 Mix and Place Concrete Wall 56.00 CY 154 10,930 3,049 12,600 26,578 2.75 195.18 54.44 225.00 474.62 Prod=4.00 CY/hour (40.00 CY/ day), 2.750MH/CY, 0.36 CY/MH, 14.00 hour (1.40 days) Place Retaining Wall Concrete with Pump 1.00 EA 998.46 Loader Operator 1.0 78.30 1,096 Concrete Foreman 1.0 77.39 1,083 Concrete Labourer 3.0 68.32 2,869 Vibrator Operator 2.0 68.32 1,913 Concrete Truck Spotter 1.0 68.32 956 Carpenter 1.0 72.89 1,020 Concrete Pump Operator 1.0 68.32 956 Concrete Truck Driver 1.0 73.89 1,034 8 CY Concrete Transit Mixer 1.0 84.13 1,178 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 921 Concrete Vibrator-Normal 2.0 0.54 15 10 KW Generator Set (Gas) 2.0 4.93 138 Cat TH63 Forklift 1.0 38.31 536 3/4 Ton Pickup Truck 4x4 1.0 18.62 261 Super Sack Concrete Mix 56.0 CY 225.00 12,600 40 Finish Concrete Wall 42.00 SF 1 96 96 0.03 2.28 2.28 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 0.70 hour (0.07 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 96 50 Cure Concrete Wall 852.00 SF 2 124 43 167 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.85 hour (0.09 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 124 Curing Agent per m2/sf 852.0 SF 0.05 43 75 Reinforcement 4,100.00 LB 23 1,757 302 3,075 5,135 0.01 0.43 0.07 0.75 1.25 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 2,000.00 LB/MH, 0.68 hour (0.07 days) Handle Reinforcing Steel 1.00 EA 339.12 Ironworker 2.0 76.93 105 Crane Operator Class A 1.0 81.13 55 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 59 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 12 Prod=1,102.00 LB/hour (11,020.00 LB/ day), 0.005MH/LB, 200.36 LB/MH, 3.72 hour (0.37 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 151 Ironworker Foreman 4.0 77.93 1,160 Ironworker 1.0 76.93 286 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 162 3/4 Ton Pickup Truck 4x4 1.0 18.62 69 Supply Rebar 4,100.0 LB 0.75 3,075 270 Siphon Outlet Structure Reinforced Concrete 67.00 CY 759 55,624 8,815 22,080 27,984 114,503 11.33 830.21 131.56 329.56 417.68 1,709.00 10 Outlet Concrete 67.00 CY 759 55,624 8,815 22,080 27,984 114,503 11.33 830.21 131.56 329.56 417.68 1,709.00 10 Foundation Prep 615.00 SF 3 215 41 256 0.00 0.35 0.07 0.42 Prod=615.00 SF/hour (6,150.00 SF/ day), 0.005MH/SF, 205.00 SF/MH, 1.00 hour (0.10 days) Foundation Prep 1.00 EA 256.1 Labourer 2.0 68.32 137 Backhoe Operator 1.0 78.30 78 1.7 CY Backhoe Loader (Case680)1.0 35.51 36 22" Smooth Drum Manual (Bomag 55) 1.0 5.65 6 15 Build Base Slab Forms 200.80 SF 40 2,934 118 1,022 4,074 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 6.69 hour (0.67 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 495 Carpenter 5.0 72.89 2,439 5 Ton Flat Bed Truck 1.0 17.67 118 Supply Light Wood Form 200.8 SF 5.09 1,022 30/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 SSM Slab Forms 200.80 SF 40 2,959 466 201 3,626 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 6.18 hour (0.62 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 457 Carpenter 5.0 72.89 2,252 Crane Operator Class A 0.5 81.13 251 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 242 3/4 Ton Pickup Truck 4x4 1.0 18.62 115 5 Ton Flat Bed Truck 1.0 17.67 109 Set Strip Footing Material 200.8 SF 1.00 201 25 Mix and Place Concrete Slab 38.00 CY 105 7,417 2,069 8,550 18,035 2.75 195.18 54.44 225.00 474.62 Prod=4.00 CY/hour (40.00 CY/ day), 2.750MH/CY, 0.36 CY/MH, 9.50 hour (0.95 days) Place Slabl Concrete with Pump 1.00 EA 998.46 Loader Operator 1.0 78.30 744 Concrete Foreman 1.0 77.39 735 Concrete Labourer 3.0 68.32 1,947 Vibrator Operator 2.0 68.32 1,298 Concrete Truck Spotter 1.0 68.32 649 Carpenter 1.0 72.89 692 Concrete Pump Operator 1.0 68.32 649 Concrete Truck Driver 1.0 73.89 702 8 CY Concrete Transit Mixer 1.0 84.13 799 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 625 Concrete Vibrator-Normal 2.0 0.54 10 10 KW Generator Set (Gas) 2.0 4.93 94 Cat TH63 Forklift 1.0 38.31 364 3/4 Ton Pickup Truck 4x4 1.0 18.62 177 Super Sack Concrete Mix 38.0 CY 225.00 8,550 30 Finish Concrete Base Slab 615.00 SF 21 1,494 1,494 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 10.25 hour (1.03 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 1,494 35 Cure Concrete Base Slab 816.00 SF 2 119 41 160 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.82 hour (0.08 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 119 Curing Agent per m2/sf 816.0 sf 0.05 41 40 Build Wall Forms 1,418.00 SF 142 10,359 858 22,078 33,295 0.10 7.31 0.60 15.57 23.48 Prod=60.00 SF/hour (600.00 SF/ day), 0.100MH/SF, 10.00 SF/MH, 23.63 hour (2.36 days) Fabricate Gang Formwork 1.00 EA 474.63 Carpenter Foreman 1.0 73.89 1,746 Carpenter 5.0 72.89 8,613 3/4 Ton Pickup Truck 4x4 1.0 18.62 440 5 Ton Flat Bed Truck 1.0 17.67 418 Supply Symons Versiform 1,418.0 SF 15.57 22,078 45 SSM Wall Forms 1,418.00 SF 230 16,977 2,675 1,418 21,070 0.16 11.97 1.89 1.00 14.86 Prod=40.00 SF/hour (400.00 SF/ day), 0.163MH/SF, 6.15 SF/MH, 35.45 hour (3.54 days) Set Strip Retaining Walls 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 2,619 Carpenter 5.0 72.89 12,920 Crane Operator Class A 0.5 81.13 1,438 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 1,389 3/4 Ton Pickup Truck 4x4 1.0 18.62 660 5 Ton Flat Bed Truck 1.0 17.67 626 Set Strip Retaining Wall Material 1,418.0 SF 1.00 1,418 50 Joint Prep on Slab 66.00 SF 1 75 8 2 85 0.02 1.14 0.13 0.03 1.29 Prod=120.00 SF/hour (1,200.00 SF/ day), 0.017MH/SF, 60.00 SF/MH, 0.55 hour (0.06 days) Joint Prep on Slab 1.00 EA 151.67 Labourer 2.0 68.32 75 150 CFM Diesel Compressor 1.0 11.58 6 4 cf Sand Blasting Pot 1.0 3.45 2 Joint Prep on Slab Materials 66.0 SF 0.03 2 55 Mix and Place Concrete Wall 29.00 CY 73 5,124 1,583 6,525 13,233 2.50 176.71 54.59 225.00 456.30 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 7.25 hour (0.73 days) Place Retaining Wall Concrete with Pump 1.00 EA 925.19 Loader Operator 1.0 78.30 568 Concrete Foreman 1.0 77.39 561 Concrete Labourer 3.0 68.32 1,486 Vibrator Operator 2.0 68.32 991 Concrete Truck Spotter 1.0 68.32 495 Carpenter 1.0 72.89 528 Concrete Pump Operator 1.0 68.32 495 8 CY Concrete Transit Mixer 1.0 84.13 610 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 477 2-CY Concrete Bucket (Gravity)1.0 0.62 4 Concrete Vibrator-Normal 2.0 0.54 8 10 KW Generator Set (Gas) 2.0 4.93 71 Cat TH63 Forklift 1.0 38.31 278 3/4 Ton Pickup Truck 4x4 1.0 18.62 135 Super Sack Concrete Mix 29.0 CY 225.00 6,525 60 Finish Concrete Wall 66.00 SF 0 33 33 0.01 0.51 0.51 Prod=269.49 sf/hour (2,694.94 sf/ day), 0.007MH/sf, 134.75 sf/MH, 0.24 hour (0.02 days) Finish Concrete with Float 1.00 EA 136.64 Concrete Labourer 2.0 68.32 33 65 Cure Concrete Walls 1,484.00 SF 3 216 74 290 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 1.48 hour (0.15 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 216 Curing Agent per m2/sf 1,484.0 SF 0.05 74 31/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 70 Patch & Point Walls 1,418.00 SF 24 1,722 28 1,750 0.02 1.21 0.02 1.23 Prod=120.00 SF/hour (1,200.00 SF/ day), 0.017MH/SF, 60.00 SF/MH, 11.82 hour (1.18 days) Patch & Point 1.00 EA 145.72 Cement Finisher 2.0 72.86 1,722 Point Patch Supplies 1,418.0 SF 0.02 28 75 Reinforcement 13,500.00 LB 77 5,979 996 10,125 17,100 0.01 0.44 0.07 0.75 1.27 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 2.25 hour (0.23 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 346 Crane Operator Class A 2.0 81.13 365 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 196 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 39 Prod=1,100.00 LB/hour (11,000.00 LB/ day), 0.005MH/LB, 200.00 LB/MH, 12.27 hour (1.23 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 498 Ironworker Foreman 4.0 77.93 3,826 Ironworker 1.0 76.93 944 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 533 3/4 Ton Pickup Truck 4x4 1.0 18.62 229 Supply Rebar 13,500.0 LB 0.75 10,125 271 Fiber Reinforced Shotcrete -Siphon Fill Line 1.00 LS 30 2,188 788 1,008 3,984 30.30 2,188.36 788.10 1,007.50 3,983.96 10 Fiber Reinforced Shotcrete 3 in Rock Cut Slopes 5.00 CY 30 2,167 788 1,000 3,955 6.00 433.30 157.62 200.00 790.92 Prod=1.00 CY/hour (10.00 CY/ day), 6.000MH/CY, 0.17 CY/MH, 5.00 hour (0.50 days) Place Shotcrete on Slope 1.00 EA 590.92 Shotcrete Machine Operator 1.0 77.06 385 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Nozzleman 1.0 68.32 342 Water Truck Driver 1.0 73.89 369 8 YPH Wet Shotcrete Pump (Swing 750) 1.0 18.83 94 Shotcrete Plant 50CY (Dry) 1.0 38.49 192 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 3000 Gallon Watertruck 1.0 43.37 217 Super Sack Shotcrete 4.0 CY 250.00 1,000 20 Cure Shotcrete 150.00 SF 0 22 8 29 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.15 hour (0.02 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 22 Curing Agent per m2/sf 150.0 SF 0.05 8 275 Siphon Instrumentation Vault 1.00 LS 177 12,935 2,200 200 16,087 31,922 177.34 12,935.20 2,200.05 200.00 16,086.65 31,921.90 10 Concrete Base 8.30 CY 58 4,260 564 2,997 7,821 7.05 513.30 67.93 361.10 942.34 15 Build Base Slab Forms 60.00 SF 12 877 35 305 1,217 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 2.00 hour (0.20 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 148 Carpenter 5.0 72.89 729 5 Ton Flat Bed Truck 1.0 17.67 35 Supply Light Wood Form 60.0 SF 5.09 305 20 SSM Slab Forms 60.00 SF 12 884 139 60 1,083 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 1.85 hour (0.18 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 136 Carpenter 5.0 72.89 673 Crane Operator Class A 0.5 81.13 75 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 72 3/4 Ton Pickup Truck 4x4 1.0 18.62 34 5 Ton Flat Bed Truck 1.0 17.67 33 Set Strip Footing Material 60.0 SF 1.00 60 25 Mix and Place Concrete Slab 8.30 CY 21 1,469 315 1,868 3,652 2.50 176.96 38.00 225.00 439.96 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 2.08 hour (0.21 days) Place Slab Concrete 1.00 EA 859.82 Loader Operator 1.0 78.30 162 Concrete Foreman 1.0 77.39 161 Concrete Labourer 3.0 68.32 425 Vibrator Operator 2.0 68.32 284 Concrete Truck Spotter 1.0 68.32 142 Concrete Pump Operator 1.0 68.32 142 Concrete Truck Driver 1.0 73.89 153 8 CY Concrete Transit Mixer 1.0 84.13 175 Concrete Vibrator-Normal 2.0 0.54 2 10 KW Generator Set (Gas) 2.0 4.93 20 Cat TH63 Forklift 1.0 38.31 79 3/4 Ton Pickup Truck 4x4 1.0 18.62 39 Super Sack Concrete Mix 8.3 CY 225.00 1,868 30 Finish Concrete Base Slab 225.00 SF 8 546 546 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 3.75 hour (0.38 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 546 35 Cure Concrete Base Slab 285.00 SF 1 42 14 56 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.29 hour (0.03 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 42 Curing Agent per m2/sf 285.0 sf 0.05 14 32/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 75 Reinforcement 1,000.00 LB 6 443 74 750 1,267 0.01 0.44 0.07 0.75 1.27 Prod=6,000.00 LB/hour (60,000.00 LB/ day), 0.001MH/LB, 1,500.00 LB/MH, 0.17 hour (0.02 days) Handle Reinforcing Steel 1.00 EA 420.25 Ironworker 2.0 76.93 26 Crane Operator Class A 2.0 81.13 27 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 14 4 Tonne Forklift (JCB-8000lb) 1.0 17.19 3 Prod=1,100.00 LB/hour (11,000.00 LB/ day), 0.005MH/LB, 200.00 LB/MH, 0.91 hour (0.09 days) Place Reinforcing Steel 1.00 EA 491.305 Crane Operator Class-A 0.5 81.13 37 Ironworker Foreman 4.0 77.93 283 Ironworker 1.0 76.93 70 40 Ton Hydraulic Crane (Grove700) 0.5 86.94 40 3/4 Ton Pickup Truck 4x4 1.0 18.62 17 Supply Rebar 1,000.0 LB 0.75 750 20 Siphon Instrumentation Vault 1.00 LS 7 499 106 6,250 6,854 7.00 498.67 105.56 6,250.00 6,854.23 Prod=1.00 LS/hour (10.00 LS/ day), 7.000MH/LS, 0.14 LS/MH, 1.00 hour (0.10 days) Set Inplace Instrument Vault 1.00 EA 604.23 Crane Operator Class-A 1.0 81.13 81 Labour Foreman 1.0 77.39 77 Labourer 4.0 68.32 273 Oiler 1.0 66.87 67 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 87 3/4 Ton Pickup Truck 4x4 1.0 18.62 19 Siphon Instrumentation Vault 12.5 VF 500.00 6,250 30 Signs 2.00 EA 200 200 100.00 100.00 Signs 2.0 EA 100.00 200 40 Aluminun Hatch 1.00 EA 4 308 37 3,500 3,845 4.00 307.72 37.12 3,500.00 3,844.84 Prod=0.50 LS/hour (5.00 LS/ day), 4.000MH/LS, 0.25 LS/MH, 2.00 hour (0.20 days) Install Aluminum Hatch 1.00 EA 172.42 Ironworker 2.0 76.93 308 150 CFM Diesel Compressor 1.0 18.56 37 Aluminun Hatch 1.0 EA 3,500.00 3,500 50 4in Drain 120.00 LF 73 5,364 1,207 375 6,946 0.61 44.70 10.06 3.13 57.88 Prod=6.54 LF/hour (65.40 LF/ day), 0.612MH/LF, 1.63 LF/MH, 18.35 hour (1.83 days) Install 4in Drain Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 1,420 Labourer 2.0 68.32 2,507 Backhoe Operator 1.0 78.30 1,437 1.7 CY Backhoe Loader (Case680)1.0 47.15 865 3/4 Ton Pickup Truck 4x4 1.0 18.62 342 4in Floor Drain 1.0 EA 75.00 75 4in Drain Pipe 120.0 LF 2.50 300 50 Ladder 12.50 VF 4 308 37 688 1,032 0.32 24.62 2.97 55.00 82.59 Prod=0.50 LS/hour (5.00 LS/ day), 4.000MH/LS, 0.25 LS/MH, 2.00 hour (0.20 days) Install Aluminum Hatch 1.00 EA 172.42 Ironworker 2.0 76.93 308 150 CFM Diesel Compressor 1.0 18.56 37 Ladder 12.5 VF 55.00 688 60 Install Vent Pipe 15.00 FT 15 1,070 106 1,002 2,178 1.00 71.34 7.08 66.80 145.22 Prod=3.00 FT/hour (30.00 FT/ day), 1.000MH/FT, 1.00 FT/MH, 5.00 hour (0.50 days) Install Vent Pipe 1.00 EA 235.26 Labour Foreman 1.0 77.39 387 Labourer 2.0 68.32 683 Jumping Jack Tamper 1.0 2.67 13 150 CFM Diesel Compressor 1.0 18.56 93 Vent Pipe Elbow w Screen 1.0 EA 150.00 150 6in Vent Pipe 45 Deg Elbows 4.0 EA 108.00 432 6in Vent Pipe 15.0 FT 28.00 420 70 Install Insulation Board 2in Thick 425.00 SF 15 1,126 143 1,275 2,545 0.04 2.65 0.34 3.00 5.99 Prod=55.00 SF/hour (550.00 SF/ day), 0.036MH/SF, 27.50 SF/MH, 7.73 hour (0.77 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 1,126 150 CFM Diesel Compressor 1.0 18.56 143 Insulation Board 2in Thick 425.0 SF 3.00 1,275 80 Paint Building 250.00 SF 500 2.00 Exterior Painting (3-coats brush applied) 250.0 SF 2.00 280 Siphon Inlet Structure 1.00 LS 202 15,251 11,429 5,200 12,768 72,847 202.10 15,250.83 11,428.86 5,200.00 12,767.50 72,847.20 05 Exploratory Dive 1.00 LS 4,000 4,000.00 Divers team 8.0 Hour 500.00 10 Set Precast Vault in Cooper Lake 1.00 LS 56 4,306 4,487 11,500 29,092 56.00 4,305.92 4,486.56 11,500.00 29,092.48 Prod=1.00 HR/hour (10.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 8.00 hour (0.80 days) Crane Barge crew 1.00 EA 1099.06 Crane Operator Class-A 1.0 81.13 649 Pile Driving Foreman 1.0 82.00 656 Pile Driver 4.0 77.06 2,466 Oiler 1.0 66.87 535 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 1,269 250 Hsp Marine Workboat 1.0 175.00 1,400 Flexfloat 40x10x7 ft 18.0 12.62 1,817 Precast Vault Inlet 1.0 LS 11,500.00 11,500 Divers team 8.0 Hour 1,100.00 33/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 10 Concrete Backfill Inlet 3.30 CY 73 5,581 5,735 743 23,059 22.03 1,691.17 1,738.02 225.00 6,987.52 Prod=1.00 HR/hour (10.00 HR/ day), 7.000MH/HR, 0.14 HR/MH, 10.00 hour (1.00 days) Crane Barge crew 1.00 EA 1099.88 Crane Operator Class-A 1.0 81.13 811 Pile Driving Foreman 1.0 82.00 820 Pile Driver 4.0 77.06 3,082 Oiler 1.0 66.87 669 2-CY Concrete Bucket (Gravity)1.0 0.82 8 100 Ton Crawler Crane (Linkbelt218) 1.0 158.66 1,587 250 Hsp Marine Workboat 1.0 175.00 1,750 Flexfloat 40x10x7 ft 18.0 12.62 2,272 Prod=4.00 CY/hour (40.00 CY/ day), 0.750MH/CY, 1.33 CY/MH, 0.90 hour (0.09 days) Mix Concrete 1.00 EA 352.81 Loader Operator 1.0 78.30 70 Concrete Truck Spotter 1.0 68.32 61 Concrete Truck Driver 1.0 73.89 67 8 CY Concrete Transit Mixer 1.0 84.13 76 10 KW Generator Set (Gas) 2.0 4.93 9 Cat TH63 Forklift 1.0 38.31 34 Super Sack Concrete Mix 3.3 CY 225.00 743 Divers team 10.0 Hour 1,100.00 20 Signs 2.00 EA 200 200 100.00 100.00 Signs 2.0 EA 100.00 200 30 Buoy 1.00 LS 150 150 150.00 150.00 Buoy 1.0 EA 150.00 150 50 4in Drain 120.00 LF 73 5,364 1,207 375 6,946 0.61 44.70 10.06 3.13 57.88 Prod=6.54 LF/hour (65.40 LF/ day), 0.612MH/LF, 1.63 LF/MH, 18.35 hour (1.83 days) Install 4in Drain Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 1,420 Labourer 2.0 68.32 2,507 Backhoe Operator 1.0 78.30 1,437 1.7 CY Backhoe Loader (Case680)1.0 47.15 865 3/4 Ton Pickup Truck 4x4 1.0 18.62 342 4in Drain Pipe 120.0 LF 2.50 300 4in Floor Drain 1.0 EA 75.00 75 50 Check Valve 1.00 EA 5,000 9,400 5,000.00 9,400.00 Check Valve 1.0 EA 5,000.00 5,000 Divers team 4.0 Hour 1,100.00 285 Siphon Fill/Vent Manhole 1.00 LS 206 14,902 4,406 6,140 1,434 26,882 206.33 14,901.82 4,405.63 6,140.14 1,434.01 26,881.59 10 Concrete Base 1.40 CY 14 996 117 452 1,565 9.79 711.21 83.74 322.86 1,117.81 15 Build Base Slab Forms 22.00 SF 4 321 13 112 446 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 0.73 hour (0.07 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 54 Carpenter 5.0 72.89 267 5 Ton Flat Bed Truck 1.0 17.67 13 Supply Light Wood Form 22.0 SF 5.09 112 20 SSM Slab Forms 22.00 SF 4 324 51 22 397 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 0.68 hour (0.07 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 50 Carpenter 5.0 72.89 247 Crane Operator Class A 0.5 81.13 27 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 27 3/4 Ton Pickup Truck 4x4 1.0 18.62 13 5 Ton Flat Bed Truck 1.0 17.67 12 Set Strip Footing Material 22.0 SF 1.00 22 25 Mix and Place Concrete Slab 1.40 CY 4 248 53 315 616 2.50 176.96 38.00 225.00 439.96 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 0.35 hour (0.04 days) Place Slab Concrete 1.00 EA 859.82 Loader Operator 1.0 78.30 27 Concrete Foreman 1.0 77.39 27 Concrete Labourer 3.0 68.32 72 Vibrator Operator 2.0 68.32 48 Concrete Truck Spotter 1.0 68.32 24 Concrete Pump Operator 1.0 68.32 24 Concrete Truck Driver 1.0 73.89 26 8 CY Concrete Transit Mixer 1.0 84.13 29 Concrete Vibrator-Normal 2.0 0.54 0 10 KW Generator Set (Gas) 2.0 4.93 3 Cat TH63 Forklift 1.0 38.31 13 3/4 Ton Pickup Truck 4x4 1.0 18.62 7 Super Sack Concrete Mix 1.4 CY 225.00 315 30 Finish Concrete Base Slab 38.50 SF 1 94 94 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 0.64 hour (0.06 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 94 35 Cure Concrete Base Slab 60.50 SF 0 9 3 12 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.06 hour (0.01 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 9 Curing Agent per m2/sf 60.5 sf 0.05 3 34/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 20 Signs 2.00 EA 200 200 100.00 100.00 Signs 2.0 EA 100.00 200 30 Siphon Fill/Vent Manhole 72in 1.00 LS 28 1,995 348 5,500 7,842 28.00 1,994.68 347.76 5,500.00 7,842.44 Prod=0.25 LS/hour (2.50 LS/ day), 28.000MH/LS, 0.04 LS/MH, 4.00 hour (0.40 days) Set Precast Manhole 1.00 EA 585.61 Crane Operator Class-A 1.0 81.13 325 Labour Foreman 1.0 77.39 310 Labourer 4.0 68.32 1,093 Oiler 1.0 66.87 267 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 348 Siphon Fill/Vent Manhole 72in 11.0 VF 500.00 5,500 40 Select Backfill 1.5 in Minus 3.00 CY 1 60 12 165 237 0.28 20.06 3.91 55.00 78.98 Prod=25.00 CY/hour (250.00 CY/ day), 0.280MH/CY, 3.57 CY/MH, 0.12 hour (0.01 days) Place Select Backfill 1.00 EA 599.41 Truck Driver Cl 4 (Water) 1.0 72.96 9 General Labour Foreman 1.0 77.06 9 General Labourer 4.0 68.32 33 Loader Operator 1.0 78.30 9 3.5 CY Loader (Cat 950) 1.0 58.84 7 3/4 Ton Pickup Truck 2x2 1.0 11.14 1 3000 Gallon Watertruck 1.0 27.83 3 Select backfill 1.5in Minus 3.3 CY 50.00 165 50 4in Drain 120.00 LF 80 5,847 1,315 375 7,537 0.67 48.72 10.96 3.13 62.81 Prod=6.00 LF/hour (60.00 LF/ day), 0.667MH/LF, 1.50 LF/MH, 20.00 hour (2.00 days) Install 4in Drain Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 1,548 Labourer 2.0 68.32 2,733 Backhoe Operator 1.0 78.30 1,566 1.7 CY Backhoe Loader (Case680)1.0 47.15 943 3/4 Ton Pickup Truck 4x4 1.0 18.62 372 4in Floor Drain 1.0 EA 75.00 75 4in Drain Pipe 120.0 LF 2.50 300 60 Drill and Shoot for 4in Drain 150.00 CY 80 5,729 2,578 290 8,598 0.53 38.19 17.19 1.93 57.32 Prod=12.00 FT/hour (120.00 FT/ day), 0.667MH/FT, 1.50 FT/MH, 10.00 hour (1.00 days) Drill & Blast Mass Rock with 3" Hydraulic Drill 1.00 EA 830.74 Equipment Foreman 1.0 82.13 821 Labourer 2.0 68.32 1,366 Powderman 1.0 75.05 751 Driller 3.0 69.77 2,093 Shotfirer 1.0 69.77 698 Hydraulic Drill 3" (AC1238/Tam400)3.0 73.85 2,216 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 5 Ton Flat Bed Truck 1.0 17.67 177 Shoot Line 1.0 EA 52.00 52 Between Holes QRC 1 for every 4 holes 2.0 EA 4.75 10 Anfo 150.0 LB 0.72 108 Booster 8.0 EA 7.88 63 Caps 8.0 EA 7.20 58 70 Install Insulation Board 4in Thick 104.00 SF 4 276 35 442 753 0.04 2.65 0.34 4.25 7.24 Prod=55.00 SF/hour (550.00 SF/ day), 0.036MH/SF, 27.50 SF/MH, 1.89 hour (0.19 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 276 150 CFM Diesel Compressor 1.0 18.56 35 Insulation Board 1.5in Thick 104.0 SF 1.25 130 Insulation Board 2.5in Thick 104.0 SF 3.00 312 80 Traffic Box 2.00 EA 150 150 75.00 75.00 Traffic Box 2.0 EA 75.00 150 290 Siphon Outlet Structure Miscellaneous Metal 1.00 LS 98 7,259 1,191 9,865 18,315 98.00 7,258.72 1,191.18 9,865.25 18,315.15 10 Gate Actuator Support Frame 1.00 LS 15 1,139 340 225 1,704 15.00 1,138.75 339.70 225.25 1,703.70 Prod=0.20 LS/hour (2.00 LS/ day), 15.000MH/LS, 0.07 LS/MH, 5.00 hour (0.50 days) Misc Metal Crew 1.00 EA 295.69 Ironworker Foreman 1.0 77.93 390 Ironworker 1.0 76.93 385 Carpenter 1.0 72.89 364 350 Amp Diesel Welder 1.0 9.65 48 150 KW Diesel Generator Set 1.0 39.67 198 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Gate Actuator Support Frame Structural Steel 115.0 LB 1.75 201 Anchor Bolts 4.0 EA 6.00 24 20 Siphon Outlet Structure Grating 40.00 SF 19 1,468 115 1,000 2,583 0.48 36.70 2.87 25.00 64.57 Prod=10.00 SF/hour (100.00 SF/ day), 0.475MH/SF, 2.11 SF/MH, 4.00 hour (0.40 days) Floor Grating 1.00 EA 395.6925 Ironworker Foreman 0.5 77.93 156 Ironworker 4.0 76.93 1,231 Crane Operator Class A 0.3 81.13 81 250 Amp Diesel Welder 1.0 4.75 19 Acetylene Cutting Torch 1.0 2.24 9 40 Ton Hydraulic Crane (Grove700) 0.3 86.94 87 Steel Grating 40.0 SF 25.00 1,000 30 Handrail 44.00 LF 30 2,251 191 2,640 5,082 0.68 51.15 4.34 60.00 115.49 Prod=4.40 FT/hour (44.00 FT/ day), 0.682MH/FT, 1.47 FT/MH, 10.00 hour (1.00 days) Instal Steel Railings 1.00 EA 244.17 Welder 1.0 78.30 783 Carpenter Foreman 1.0 73.89 739 Carpenter 1.0 72.89 729 10 KW Generator Set (Gas) 1.0 4.93 49 250 Amp Diesel Welder 1.0 4.75 48 Acetylene Cutting Torch 1.0 2.24 22 35/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost Diamond Core Drill (Hilti) 1.0 7.17 72 Galv Steel Rail 1.5in 44.0 FT 60.00 2,640 40 Pipe Couplings 30in 2.00 EA 34 2,401 546 6,000 8,947 17.00 1,200.65 272.84 3,000.00 4,473.49 Prod=0.10 LS/hour (1.00 LS/ day), 34.000MH/LS, 0.03 LS/MH, 10.00 hour (1.00 days) Install Pipe Spool 1.00 EA 294.698 Crane Operator Class-A 0.2 81.13 162 Labourer 2.0 68.32 1,366 Carpenter Foreman 1.0 73.89 739 Oiler 0.2 66.87 134 150 CFM Diesel Compressor 1.0 18.56 186 40 Ton Hydraulic Crane (Grove700) 0.2 86.94 174 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Pipe Couplings 30in 2.0 EA 3,000.00 6,000 292 Siphon Instrumentation Building 1.00 LS 131 9,503 1,292 3,400 8,937 23,132 131.04 9,502.98 1,291.95 3,400.00 8,937.17 23,132.10 10 Concrete Base 3.50 CY 55 4,013 447 1,455 5,915 15.72 1,146.59 127.82 415.62 1,690.03 15 Build Base Slab Forms 108.00 SF 22 1,578 64 550 2,191 0.20 14.61 0.59 5.09 20.29 Prod=30.00 SF/hour (300.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 3.60 hour (0.36 days) Fabricate Light Formwork 1.00 EA 456.01 Carpenter Foreman 1.0 73.89 266 Carpenter 5.0 72.89 1,312 5 Ton Flat Bed Truck 1.0 17.67 64 Supply Light Wood Form 108.0 SF 5.09 550 20 SSM Slab Forms 108.00 SF 22 1,591 251 108 1,950 0.20 14.74 2.32 1.00 18.06 Prod=32.50 SF/hour (325.00 SF/ day), 0.200MH/SF, 5.00 SF/MH, 3.32 hour (0.33 days) Set Strip Slab Forms 1.00 EA 554.365 Carpenter Foreman 1.0 73.89 246 Carpenter 5.0 72.89 1,211 Crane Operator Class A 0.5 81.13 135 40 Ton Hydraulic Crane (Grove700) 0.5 78.34 130 3/4 Ton Pickup Truck 4x4 1.0 18.62 62 5 Ton Flat Bed Truck 1.0 17.67 59 Set Strip Footing Material 108.0 SF 1.00 108 25 Mix and Place Concrete Slab 3.50 CY 9 619 133 788 1,540 2.50 176.96 38.00 225.00 439.96 Prod=4.00 CY/hour (40.00 CY/ day), 2.500MH/CY, 0.40 CY/MH, 0.88 hour (0.09 days) Place Slab Concrete 1.00 EA 859.82 Loader Operator 1.0 78.30 69 Concrete Foreman 1.0 77.39 68 Concrete Labourer 3.0 68.32 179 Vibrator Operator 2.0 68.32 120 Concrete Truck Spotter 1.0 68.32 60 Concrete Pump Operator 1.0 68.32 60 Concrete Truck Driver 1.0 73.89 65 8 CY Concrete Transit Mixer 1.0 84.13 74 Concrete Vibrator-Normal 2.0 0.54 1 10 KW Generator Set (Gas) 2.0 4.93 9 Cat TH63 Forklift 1.0 38.31 34 3/4 Ton Pickup Truck 4x4 1.0 18.62 16 Super Sack Concrete Mix 3.5 CY 225.00 788 30 Finish Concrete Base Slab 81.00 SF 3 197 197 0.03 2.43 2.43 Prod=60.00 sf/hour (600.00 sf/ day), 0.033MH/sf, 30.00 sf/MH, 1.35 hour (0.14 days) Finish Concrete with Trowel 1.00 EA 145.72 Cement Finisher 2.0 72.86 197 35 Cure Concrete Base Slab 189.00 SF 0 28 9 37 0.00 0.15 0.05 0.20 Prod=1,000.00 SF/hour (10,000.00 SF/ day), 0.002MH/SF, 500.00 SF/MH, 0.19 hour (0.02 days) Cure Concrete 1.00 EA 145.72 Cement Finisher 2.0 72.86 28 Curing Agent per m2/sf 189.0 sf 0.05 9 20 Siphon Instrumentation Building 1.00 LS 35 2,493 528 4,500 7,521 35.00 2,493.35 527.80 4,500.00 7,521.15 Prod=0.20 LS/hour (2.00 LS/ day), 35.000MH/LS, 0.03 LS/MH, 5.00 hour (0.50 days) Set Inplace Instrument Building 1.00 EA 604.23 Crane Operator Class-A 1.0 81.13 406 Labour Foreman 1.0 77.39 387 Labourer 4.0 68.32 1,366 Oiler 1.0 66.87 334 40 Ton Hydraulic Crane (Grove700) 1.0 86.94 435 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Siphon Instrumentation Building 9.0 VF 500.00 4,500 26 Select Backfill 1.5 in Minus 3.00 CY 2 150 29 83 262 0.70 50.16 9.78 27.50 87.44 Prod=10.00 CY/hour (100.00 CY/ day), 0.700MH/CY, 1.43 CY/MH, 0.30 hour (0.03 days) Place Select Backfill 1.00 EA 599.41 Truck Driver Cl 4 (Water) 1.0 72.96 22 General Labour Foreman 1.0 77.06 23 General Labourer 4.0 68.32 82 Loader Operator 1.0 78.30 23 3.5 CY Loader (Cat 950) 1.0 58.84 18 3/4 Ton Pickup Truck 2x2 1.0 11.14 3 3000 Gallon Watertruck 1.0 27.83 8 Select backfill 1.5in Minus 3.3 CY 25.00 83 30 Metal Roof 100.00 SF 20 1,468 186 400 2,000 4,054 0.20 14.68 1.86 4.00 20.00 40.54 Prod=0.10 LS/hour (1.00 LS/ day), 20.000MH/LS, 0.05 LS/MH, 10.00 hour (1.00 days) Install Metal Roof 1.00 EA 165.4 Carpenter Foreman 1.0 73.89 739 Carpenter 1.0 72.89 729 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Metal Roof Decking 100.0 SF 4.00 400 Metal Roof Frame 1.0 LS 2,000.00 2,000 36/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 40 Bullet Proof Door 1.00 EA 8 583 3,000 3,583 8.00 583.12 3,000.00 3,583.12 Prod=0.25 EA/hour (2.50 EA/ day), 8.000MH/EA, 0.13 EA/MH, 4.00 hour (0.40 days) Install Door 1.00 EA 145.78 Carpenter 2.0 72.89 583 Bullet Proof Door 1.0 EA 3,000.00 3,000 70 Install Insulation Board 2in Thick 300.00 SF 11 795 101 900 1,796 0.04 2.65 0.34 3.00 5.99 Prod=55.00 SF/hour (550.00 SF/ day), 0.036MH/SF, 27.50 SF/MH, 5.45 hour (0.55 days) Carpenter Crew 1.00 EA 164.34 Carpenter 2.0 72.89 795 150 CFM Diesel Compressor 1.0 18.56 101 Insulation Board 2in Thick 300.0 SF 3.00 900 293 Siphon Inlet Structure Trashrack 1.00 LS 20,000 20,000.00 10 Trashrack 1.00 EA 20,000 20,000.00 Trashrack 1.0 LS 20,000.00 295 Siphon Fill & Vent Piping System 1.00 LS 143 10,316 2,584 6,383 19,282 143.23 10,315.63 2,584.25 6,382.50 19,282.38 05 3in PVC Vent Pipe 85.00 LF 60 4,385 987 820 6,192 0.71 51.59 11.61 9.65 72.84 Prod=5.67 LF/hour (56.67 LF/ day), 0.706MH/LF, 1.42 LF/MH, 15.00 hour (1.50 days) Install 3in Ventl Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 1,161 Labourer 2.0 68.32 2,050 Backhoe Operator 1.0 78.30 1,175 1.7 CY Backhoe Loader (Case680)1.0 47.15 707 3/4 Ton Pickup Truck 4x4 1.0 18.62 279 Pipe Bedding Material 20.0 CY 20.00 400 3in PVC Ball Valve 1.0 EA 250.00 250 3in PVC Vent Pipe 85.0 LF 2.00 170 10 4in PVC Fill Pipe 20.00 LF 12 894 201 50 1,145 0.61 44.70 10.06 2.50 57.26 Prod=6.54 LF/hour (65.40 LF/ day), 0.612MH/LF, 1.63 LF/MH, 3.06 hour (0.31 days) Install 4in Fill Pipe 1.00 EA 358.1 Labour Foreman 1.0 77.39 237 Labourer 2.0 68.32 418 Backhoe Operator 1.0 78.30 239 1.7 CY Backhoe Loader (Case680)1.0 47.15 144 3/4 Ton Pickup Truck 4x4 1.0 18.62 57 4in PVC Fill Pipe 20.0 LF 2.50 50 20 4in PVC Fill Pipe 65.00 LF 30 2,140 186 163 2,489 0.46 32.93 2.86 2.50 38.29 Prod=6.50 LF/hour (65.00 LF/ day), 0.462MH/LF, 2.17 LF/MH, 10.00 hour (1.00 days) Install 4in Fill Pipe 1.00 EA 232.65 Labour Foreman 1.0 77.39 774 Labourer 2.0 68.32 1,366 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 4in PVC Fill Pipe 65.0 LF 2.50 163 30 Mix and Place Concrete 20.00 CY 25 1,803 1,061 4,500 7,365 1.25 90.16 53.07 225.00 368.23 Prod=4.00 CY/hour (40.00 CY/ day), 1.250MH/CY, 0.80 CY/MH, 5.00 hour (0.50 days) Place Concrete in Trench Pump 1.00 EA 572.93 Loader Operator 1.0 78.30 392 Concrete Foreman 1.0 77.39 387 Concrete Labourer 1.0 68.32 342 Vibrator Operator 1.0 68.32 342 Concrete Pump Operator 1.0 68.32 342 8 CY Concrete Transit Mixer 1.0 84.13 421 124 YPH Trailer Mounted Concrete Pump 1.0 65.75 329 Concrete Vibrator-Normal 1.0 0.54 3 10 KW Generator Set (Gas) 1.0 4.93 25 Cat TH63 Forklift 1.0 38.31 192 3/4 Ton Pickup Truck 4x4 1.0 18.62 93 Super Sack Concrete Mix 20.0 CY 225.00 4,500 40 Install Vaves and Fittings 1.00 LS 16 1,093 149 850 2,092 16.00 1,093.12 148.96 850.00 2,092.08 Prod=1.00 HR/hour (10.00 HR/ day), 2.000MH/HR, 0.50 HR/MH, 8.00 hour (0.80 days) Install 4in Fill Pipe 1.00 EA 155.26 Labourer 2.0 68.32 1,093 3/4 Ton Pickup Truck 4x4 1.0 18.62 149 Install Vaves and Fittings Misc 1.0 LS 200.00 200 4in PVC Valves 2.0 EA 325.00 650 297 Siphon Outlet Structure Gate & Actuator 1.00 LS 70,000 70,000.00 10 Siphon Outlet Structure Gate & Actuator 1.00 LS 70,000 70,000.00 Sluice Gate 30 in x 30 in 1.0 EA 70,000.00 Instrumentation 1.00 LS 414,125 414,125.00 510 Ultrasonic Flow Meter System 1.00 LS 44,900 44,900.00 10 Ultrasonic Flow Meter System 1.00 LS 44,900 44,900.00 Electrical Subcontract 1.0 LS 44,900.00 520 Electrical & Instrumentation System 1.00 LS 339,925 339,925.00 86 Instrumentation ( Flow Meters & Guages) 1.00 LS 339,925 339,925.00 Electrical Subcontract 1.0 LS 339,925.00 37/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 530 Solar/Wind Power Supply System 1.00 LS 29,300 29,300.00 10 Solar/Wind Power Supply System 1.00 LS 29,300 29,300.00 Electrical Subcontract 1.0 LS 29,300.00 Indirects 1.00 LS 25,130 1,774,817 567,248 290,260 10,000 2,704,525 25,130.00 1,774,816.70 567,248.14 290,260.19 10,000.00 2,704,525.03 98 Indirects 1.00 LS 25,130 1,774,817 567,248 290,260 10,000 2,704,525 25,130.00 1,774,816.70 567,248.14 290,260.19 10,000.00 2,704,525.03 901 Project Mangement 11.00 MO 4,400 396,000 55,000 451,000 400.00 36,000.00 5,000.00 41,000.00 Project Manager III 1.0 EA 19,000.00 11.00 month General Superintentent 1.0 EA 17,000.00 11.00 month 3/4 Ton Pickup Truck 4x4 2.0 EA 2,500.00 11.00 month 902 Field Engineering 11.00 MO 6,600 374,000 82,500 456,500 600.00 34,000.00 7,500.00 41,500.00 Office Engineer 1.0 EA 9,000.00 11.00 month Field Engineer II 1.0 EA 11,000.00 11.00 month Project Engineer II 1.0 EA 14,000.00 11.00 month 3/4 Ton Pickup Truck 4x4 3.0 EA 2,500.00 11.00 hour 903 As-Builts/O&M Manuals 1.00 LS 10,000 10,000 10,000.00 10,000.00 Asbuilts & OM Manuals 1.0 LS 10,000.00 10,000 903 Surveying 10.00 MO 3,500 260,838 21,455 14,000 296,293 350.00 26,083.75 2,145.50 1,400.00 29,629.25 Prod=1.00 hours/hour (10.00 hours/ day), 2.000MH/hours, 0.50 hours/MH, 1,750.00 hour (175.00 days) Survey Crew 1.00 EA 161.31 Survey Party Chief 1.0 75.90 132,825 Survey Rodman 1.0 73.15 128,013 3/4 Ton Crew Cab Truck 1.0 12.26 21,455 Survey Equipment 10.0 Month 1,000.00 10,000 Survey Supplies 10.0 Month 100.00 1,000 Survey Supplies 10.0 Month 300.00 3,000 904 Administration Costs 11.00 Month 25,934 178,909 262,043 2,357.64 16,264.49 23,822.13 Storage Trailer 40 Ft 3.0 EA 497.37 11.00 month Foreman Shack (8x12) 1.0 EA 318.60 11.00 month Lunch Trailer (8x20) 1.0 EA 546.93 11.00 month Trash Haul 11.0 Month 600.00 6,600 Drug Testing 44.0 EA 100.00 4,400 Office Supplies 11.0 Month 500.00 5,500 Vehicle Licenses 11.0 Month 100.00 1,100 Photographs 11.0 Month 100.00 1,100 Engineering Supplies 11.0 Month 500.00 5,500 Misc Taxes 11.0 Month 313.20 3,445 Permits 1.0 LS 5,000.00 5,000 Drinking Water per Manhour 80,130.0 Manho 0.18 14,423 General Office Furniture 6.0 SET 650.00 3,900 Laptop Computer 6.0 EA 650.00 3,900 Office Printer 2.0 EA 350.00 700 Office Software (per user) 6.0 EA 894.86 5,369 Office PhotoCopy Machine 1.0 EA 2,237.16 2,237 Project Sign 1.0 EA 3,500.00 3,500 Rent Office Complex (30ft x 60ft) 9.0m x 18.2 m 11.0 Month 2,684.59 29,530 Small Tool Allowance 55,136.0 MH 1.50 82,704 Office Cleaning Service 11.0 MO 2,700.00 Toilet Compartments 11.0 MO 2,500.00 905 Office Shop Setup and Power 1.00 LS 220 16,254 160,677 12,861 194,792 220.00 16,253.80 160,676.70 12,861.28 194,791.78 10 Office Power 10.00 MO 157,000 157,000 15,700.00 15,700.00 200 KW Diesel Generator Set 1.0 EA 15,700.00 10.00 hour 20 Utilities For Offices 1.00 LS 5,000 5,000.00 Hookups for Utilities 1.0 LS 5,000.00 30 Setup & Remove Office Trailers 1.00 LS 180 13,143 559 13,702 180.00 13,143.30 558.60 13,701.90 Prod=0.03 LS/hour (0.33 LS/ day), 180.000MH/LS, 0.01 LS/MH, 30.00 hour (3.00 days) Setup & Remove Office Trailers 1.00 EA 456.73 Labour Foreman 1.0 77.39 2,322 Labourer 2.0 68.32 4,099 Carpenter 2.0 72.89 4,373 Mechanic Welder 1.0 78.30 2,349 3/4 Ton Pickup Truck 4x4 1.0 18.62 559 40 Gravel Yard Area 1.00 LS 40 3,111 3,118 11,200 17,429 40.00 3,110.50 3,118.10 11,200.00 17,428.60 Prod=0.10 LS/hour (1.00 LS/ day), 40.000MH/LS, 0.03 LS/MH, 10.00 hour (1.00 days) Gravel Yard Area 1.00 EA 622.86 Grader Operator 1.0 78.30 783 Dozer Operator 1.0 78.30 783 Packer Operator 1.0 77.06 771 Labour Foreman 1.0 77.39 774 170 Hsp Bulldozer ( Cat D6 ) 1.0 94.30 943 200 Hsp Grader (Cat 14G) 1.0 132.30 1,323 15 Ton Compactor 84" (Cat 563) 1.0 66.59 666 3/4 Ton Pickup Truck 4x4 1.0 18.62 186 Gravel Yard Area 560.0 CY 20.00 11,200 50 Office Shop Setup 1.00 LS 1,661 1,661 1,661.28 1,661.28 Wood Skirting for Trailer 720.0 SF 1.25 900 Wood Stairs for Office 66.0 SF 2.08 137 Wood Landing for Office 300.0 SF 2.08 624 38/39 Item Description Quantity UOM Rate ManHrs Labor Equip Job Mat Perm Mat Total Cost 909 Safety 11.00 Month 2,200 132,000 24,200 74,490 230,690 200.00 12,000.00 2,200.00 6,771.77 20,971.77 Safety Manager 1.0 EA 12,000.00 11.00 month 3/4 Ton Pickup Truck 4x4 1.0 EA 2,200.00 11.00 hour Medical Exam 44.0 EA 134.23 5,906 First Aid Supplies 11.0 Month 150.00 1,650 Safety Training Course 44.0 EA 223.72 9,844 Safety Supplies per Manhour 80,130.0 Manho 0.69 55,290 General Signs c/w Posts 6.0 EA 300.00 1,800 910 Consultants 1.00 LS 10,000 10,000 10,000.00 10,000.00 Consultant Allowance 1.0 LS 10,000.00 10,000 911 Administration Personel 11.00 Month 550 55,000 55,000 50.00 5,000.00 5,000.00 Project Office Clerk 1.0 EA 5,000.00 11.00 week 912 Equipment 11.00 Month 2,200 147,114 191,466 338,580 200.00 13,374.00 17,406.00 30,780.00 Prod=0.01 Month/hour (0.05 Month/ day), 200.000MH/Month, 0.01 Month/MH, 2,200.00 hour (220.00 days) Equipment Service 1.00 EA 153.9 Lube/Service Operator 1.0 66.87 147,114 2-Ton Mechanic Truck 1.0 43.75 96,250 Lube Truck 1.0 43.28 95,216 999 Bussing Labor 1.00 LS 5,460 393,611 6,016 399,628 5,460.00 393,611.40 6,016.40 399,627.80 Prod=1.00 HRS/hour (10.00 HRS/ day), 21.000MH/HRS, 0.05 HRS/MH, 260.00 hour (26.00 days) Bussing Labor 1.00 EA 1537.03 Labourer 20.0 72.00 374,400 Off Hwy Truck Driver 1.0 73.89 19,211 24 Person Bus 1.0 23.14 6,016 39/39 Section 4 OPCC Resource Summary Reports * Labor Hour Summary Report * Equipment Hour Summary Report * Material Quantity Summary Report * Subcontract Summary Report Labor Hour Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Labor Classification & Description Code Description Labor Hours Rate Total Cost 0 Other MWH3 Survey Party Chief 1,810.00 75.90 137,379.00 MWH10 Survey Rodman 1,810.00 73.15 132,401.50 MWH43 Truck Driver Cl 4 (Water) 0.54 72.96 39.40 MWH52 Office Engineer 2,200.00 45.00 99,000.00 MWH54 Field Engineer II 2,200.00 55.00 121,000.00 MWH63 Project Engineer II 2,200.00 70.00 154,000.00 MWH68 Project Manager III 2,200.00 95.00 209,000.00 Sub-Total 12,420.54 852,819.90 10000 Indirect Labour Superintentent21 General Superintentent 2,200.00 85.00 187,000.00 Office300 Project Office Clerk 550.00 100.00 55,000.00 Safety100 Safety Manager 2,200.00 60.00 132,000.00 Sub-Total 4,950.00 374,000.00 30000 Labourers Heavy200 Powderman 370.00 75.05 27,768.50 Heavy210 Driller 1,020.00 69.77 71,165.40 Heavy220 Shotfirer 370.00 69.77 25,814.90 Concrete100 Concrete Foreman 99.51 77.39 7,701.08 Concrete300 Concrete Labourer 298.54 68.32 20,396.07 Concrete400 Vibrator Operator 186.52 68.32 12,743.05 Concrete500 Concrete Truck Spotter 91.66 68.32 6,262.21 General100 General Labour Foreman 0.54 77.06 41.61 General300 General Labourer 2.16 68.32 147.57 Sub-Total 2,438.93 172,040.39 33500 Cement Finishers Cement200 Cement Finisher 54.98 72.86 4,006.09 Sub-Total 54.98 4,006.09 50000 Iron & Steel Workers Iron100 Ironworker Foreman 7.18 77.93 559.59 Iron200 Ironworker 57.45 76.93 4,419.29 Sub-Total 64.63 4,978.89 60000 Carpenters Carpenter100 Carpenter Foreman 34.13 73.89 2,521.79 Carpenter200 Carpenter 68.26 72.89 4,975.33 Sub-Total 102.39 7,497.12 200000 Equipment Operators Operator010 Equipment Foreman 2,612.53 82.13 214,567.43 Crane110 Crane Operator Class-A 943.40 81.13 76,537.66 Backhoe100 Backhoe Operator 2,745.54 78.30 214,976.01 Grader100 Grader Operator 437.40 78.30 34,248.42 Loader100 Loader Operator 2,666.28 78.30 208,769.60 Dozer100 Dozer Operator 789.92 78.30 61,850.35 Packer100 Packer Operator 472.65 77.06 36,422.61 Shotcrete100 Shotcrete Machine Operator 110.00 77.06 8,476.60 Crusher100 Crusher Operator 302.05 77.06 23,276.08 Sub-Total 11,079.77 879,124.76 300000 Labourers Labour110 Labour Foreman 3,495.47 77.39 270,514.73 Labour130 Labourer 24,534.47 69.10 1,695,331.04 Driller210 Driller 613.90 69.77 42,831.97 Nozzle110 Nozzleman 110.00 68.32 7,515.20 Pile500 Pile Driving Foreman 628.00 82.00 51,496.00 Pile510 Pile Driver 1,952.00 77.06 150,421.12 Sub-Total 31,333.85 2,218,110.06 1/2 Labor Hour Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Labor Classification & Description Code Description Labor Hours Rate Total Cost 312300 Equipment Operators Operator010 Equipment Foreman 100.00 82.13 8,213.00 Operator200 Crane Operator Class A 1,061.20 81.13 86,094.96 Operator210 Boomtruck Operator 17.06 77.06 1,314.99 Operator310 Backhoe Operator 828.17 78.30 64,845.35 Operator400 Grader Operator 90.00 78.30 7,047.00 Operator410 Loader Operator 153.45 78.30 12,015.21 Operator420 Dozer Operator 195.00 78.30 15,268.50 Operator430 Packer Operator 90.00 75.90 6,831.00 Operator730 Concrete Pump Operator 94.45 68.32 6,452.82 Sub-Total 2,629.33 208,082.83 312350 Truck Drivers Truck310 Truck Driver 10.00 73.89 738.90 Sub-Total 10.00 738.90 335000 Welders Welder200 Welder 18.00 78.30 1,409.40 Sub-Total 18.00 1,409.40 340000 Cement Finisher Cement200 Cement Finisher 145.96 72.86 10,634.89 Sub-Total 145.96 10,634.89 510000 Ironworker Iron100 Ironworker Foreman 159.50 77.93 12,429.85 Iron200 Ironworker 72.14 76.93 5,549.48 Sub-Total 231.64 17,979.33 520000 Welder Welder100 Welder Foreman 17.50 79.30 1,387.75 Welder200 Welder Journeyman 35.00 78.30 2,740.50 Sub-Total 52.50 4,128.25 600000 Carpenters Carpenter100 Carpenter Foreman 337.80 73.89 24,960.39 Carpenter200 Carpenter 1,724.62 72.89 125,707.69 Sub-Total 2,062.43 150,668.08 2600000 Electrical Electrician200 Electrician 50.00 78.00 3,900.00 Sub-Total 50.00 3,900.00 3000000 Truck Drivers Water307 Water Truck Driver 1,710.53 73.89 126,390.93 Truck330 Concrete Truck Driver 56.38 73.89 4,165.55 OffHwy100 Off Hwy Truck Driver 6,750.19 73.89 498,771.47 Sub-Total 8,517.09 629,327.94 4000000 Mechanics Mechanic300 Mechanic Welder 290.00 78.30 22,707.00 Mechanic500 Lube/Service Operator 2,200.00 66.87 147,114.00 Mechanic520 Oiler 1,584.08 66.87 105,927.61 Sub-Total 4,074.08 275,748.61 5000000 Project Management ProjectEng200 Office Engineer 60.00 50.00 3,000.00 Sub-Total 60.00 3,000.00 Totals:80,296.11 5,818,195.42 2/2 Equipment Hour Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Equipment Classification & Description Code Description Equip Hours Average Rate Total Cost 810000 Earthmoving Equipment D6 170 Hsp Bulldozer ( Cat D6 ) 369.83 92.21 34,103.46 D8 305 Hsp Bulldozer ( Cat D8 ) 425.08 192.44 81,801.41 IT28 2.0 CY Loader (CAT IT28) 152.91 38.33 5,861.08 950 3.5 CY Loader (Cat 950) 1,852.08 71.97 133,296.60 980 6.5 CY Loader (Cat 980) 272.08 136.83 37,228.82 14G 200 Hsp Grader (Cat 14G) 527.40 95.35 50,288.85 225 1.5 CY Backhoe ( Cat 225 ) 130.00 78.68 10,228.40 330 2.0 CY Backhoe ( Cat 330 ) 10.00 110.31 1,103.10 350 2.6 CY Backhoe (Cat 350) 2,432.13 137.17 333,606.52 680 1.7 CY Backhoe Loader (Case680) 739.98 44.80 33,150.98 ClamBucket Clam Bucket 140.00 7.25 1,015.00 Flatbed12Ton 12 Ton Flatbed Truck 10.00 43.60 436.00 Tandem24Ton 24 Ton (12 CY) Tandem Truck 100.00 85.00 8,500.00 Tandem20Ton 20 Ton (10 CY) Tandem Truck 5.00 38.17 190.85 Articulated250 25 Ton Articulated Truck (Cat D250) 2,983.76 111.79 333,554.05 TAT10Ton 10 Ton All Terrain Vehicle ( Nodwell 110 ) 5.00 81.61 408.05 JumpJack10 Jumping Jack Tamper 1,410.11 2.67 3,764.98 JumpJack20 Jumping Jack Handheld Packer 60.00 4.12 247.20 Compactor22Inch 22" Smooth Drum Manual (Bomag 55) 1,291.11 8.21 10,597.43 Compactor24Inch 24" Smooth Drum Manual (Bomag 60) 60.00 6.41 384.60 Compactor26Inch 26" Smotth Drum Manual (Bomag 65) 80.11 11.32 906.81 Compactor6Ton 6 Ton Compactor 48"(Cat 323) 30.00 36.15 1,084.50 Compactor8Ton 8 Ton Compactor 66" (Cat 433) 52.61 46.37 2,439.40 Compactor13Ton 13 Ton Compactor 72" (Cat 553) 70.00 62.60 4,382.00 Compactor15Ton 15 Ton Compactor 84" (Cat 563) 510.11 60.10 30,659.80 Harvester550 160 Hsp Harvester (Cat 550) 100.00 97.40 9,740.00 Fellabuster Cat TK723 Feller Buncher 90.00 143.22 12,889.80 Grapple527 150 Hsp Grapple (Cat 527) 100.00 85.38 8,538.00 Chipper10 Chipper - clearing 90.00 120.89 10,880.10 Sub-Total 14,099.28 1,161,287.80 820000 Paving Equipment Stackers30 Radial Stacker 24"x100 15 Hsp 302.05 18.87 5,699.71 Conveyor10 Conveyor 18"x30 5Hsp 906.15 6.28 5,690.65 Processing20 Portable Cone with Screening Plant & Generator 302.05 266.07 80,366.82 Sub-Total 1,510.26 91,757.18 830000 Pipeline Equipment WeldD350Amp 350 Amp Diesel Welder 40.00 9.65 386.00 Sub-Total 40.00 386.00 840000 Concrete Equipment TransitMixer8CY 8 CY Concrete Transit Mixer 100.41 84.13 8,447.49 ConcretePump124C 124 YPH Trailer Mounted Concrete Pump 87.58 65.75 5,758.06 Bucket2CY 2-CY Concrete Bucket (Gravity) 60.39 0.65 39.44 VibratorNormal Concrete Vibrator-Normal 186.52 0.54 100.72 Jack110 Post-tensioning Jack 8.00 4.81 38.48 GroutPump10 Grout Pump 8.00 15.84 126.72 GroutPlant10 Grout Plant 8.00 32.01 256.08 Shotcrete8 8 YPH Wet Shotcrete Pump (Swing 750) 110.00 18.83 2,071.30 ShotcretePlantDry Shotcrete Plant 50CY (Dry) 110.00 38.49 4,233.90 Sub-Total 678.89 21,072.19 1/3 Equipment Hour Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Equipment Classification & Description Code Description Equip Hours Average Rate Total Cost 850000 Utility Equipment Generator10kw 10 KW Generator Set (Gas) 213.82 4.93 1,054.13 Generator60kw 60 KW Diesel Generator Set 1,630.00 20.99 34,213.70 Generator150kw 150 KW Diesel Generator Set 56.88 39.67 2,256.23 Generator200kw 200 KW Diesel Generator Set 10.00 15,700.00 157,000.00 PumpDiesel2 2" Diesel Water Pump 8,000 gph 600.00 4.20 2,520.00 SubmersiblePump2 2" Electric Submersible Pump 600.00 1.09 654.00 Compressor125CFM125 CFM Diesel Compressor 6.00 16.50 99.00 Compressor150CFM150 CFM Diesel Compressor 134.35 18.43 2,475.75 Compressor250CFM250 CFM Diesel Compressor 438.00 23.79 10,420.02 Compressor375CFM375 CFM Diesel Compressor 48.40 36.56 1,769.50 WeldD250Amp 250 Amp Diesel Welder 32.36 4.75 153.72 FusionWelder20 Large Dia. Polyethylene Fusion Machine 20.00 7.21 144.20 CuttingTorch10 Acetylene Cutting Torch 32.36 2.24 72.49 SandBlast4 4 cf Sand Blasting Pot 2.55 3.45 8.80 Sub-Total 3,824.72 212,841.55 860000 Hoisting Equipment CrawlerCrane100T 100 Ton Crawler Crane (Linkbelt218) 628.00 158.66 99,638.48 HydraulicCrane40T 40 Ton Hydraulic Crane (Grove700) 1,371.18 86.40 118,469.96 Forklift4 4 Tonne Forklift (JCB-8000lb) 26.10 23.55 614.59 Forklift8 Cat TH63 Forklift 220.41 38.31 8,443.91 Manlift30 Motorized Manlift 30 Ft 426.00 13.74 5,853.24 Sub-Total 2,671.69 233,020.18 870000 Foundation & Marine Equipment Hammer30 50,000 Ft-Lb Pile Hammer ( ICE 660 ) 280.00 39.82 11,149.60 MarineWorkboat10 250 Hsp Marine Workboat 188.00 175.00 32,900.00 Flexifloat120 Flexfloat 40x10x7 ft 6,264.00 12.62 79,051.68 Jackhammer10 15 LB Chipping Hammer 48.40 0.58 28.07 Jackhammer15 15 LB Jackhammer 80.00 0.71 56.80 HoeHammer16 Hoe Hammer 16X 5.00 24.97 124.85 HoeHammer20 Hoe Hammer 20X 10.00 27.57 275.70 Sub-Total 6,875.40 123,586.70 880000 Drilling & Tunneling Equipment DrillHyd3 Hydraulic Drill 3" (AC1238/Tam400) 1,633.90 78.01 127,467.70 HandDrill30 Handheld Rock Drill 30 LB 20.00 1.31 26.20 CoreDrill10 Diamond Core Drill (Hilti) 24.00 7.44 178.56 hammer Hilfiker Spiral Nail Hammer 260.00 49.00 12,740.00 FAN24 Tunnel Ventilation Fan 24" 51.88 6.12 317.48 Sub-Total 1,989.78 140,729.93 2/3 Equipment Hour Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Equipment Classification & Description Code Description Equip Hours Average Rate Total Cost 890000 Service & Maintenance Equipment Pickup10 Compact Pickup Truck 2x2 70.00 7.98 558.60 Pickup35 1/2 Ton Pickup Truck 4x4 280.00 14.22 3,981.60 Pickup50 3/4 Ton Pickup Truck 2x2 90.54 15.16 1,372.22 Pickup60 3/4 Ton Pickup Truck 4x4 12,192.50 22.96 279,964.95 Pickup70 3/4 Ton Crew Cab Truck 236.59 11.34 2,682.89 Pickup80 3/4 Ton Crew Cab Truck 1,810.00 12.26 22,190.60 Bus24 24 Person Bus 260.00 23.14 6,016.40 Flatbed1 1 Ton Flat Bed Truck 4x4 282.50 22.95 6,483.38 Flatbed5 5 Ton Flat Bed Truck 733.69 18.67 13,696.92 Flatbed10 10 Ton Flat Bed Truck 260.00 31.79 8,265.40 Mechanic1 1- Ton Mechanic Truck 420.00 31.88 13,389.60 Mechanic2 2-Ton Mechanic Truck 2,200.00 43.75 96,250.00 Lube10 Lube Truck 2,200.00 43.28 95,216.00 Water20 3000 Gallon Watertruck 1,386.46 41.57 57,635.90 Water30 5000 Gallon Watertanker 285.11 33.29 9,491.20 Boomtruck5 5 Ton Boomtruck 34.13 23.42 799.30 Boomtruck25 25 Ton Pitman Boom Truck 140.00 60.99 8,538.60 Storage10 Storage Trailer 40 Ft 6,600.00 2.49 16,413.21 Office10 Foreman Shack (8x12) 2,200.00 1.59 3,504.60 Office20 Lunch Trailer (8x20) 2,200.00 2.73 6,016.23 Sub-Total 33,881.51 652,467.60 Totals:65,571.52 2,637,149.13 General Costs EQUIP Fusion Machine Rental N/A N/A 54,000.00 Sub-Total 54,000.00 Totals:65,571.52 2,691,149.13 3/3 Material Quantity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Material Classification & Description Code Description Quantity UOM Rate Total Cost 0 MAT Geotextiles Staples 2,000.00 SY 0.05 100.00 MAT 3in PVC Ball Valve 1.00 EA 250.00 250.00 MAT 3in PVC Vent Pipe 85.00 LF 2.00 170.00 MAT 42in Steel Pipe Spool 1.00 LS 3,800.00 3,800.00 MAT 4in Drain Pipe 390.00 LF 2.50 975.00 MAT 4in Floor Drain 4.00 EA 75.00 300.00 MAT 4in PVC Fill Pipe 85.00 LF 2.50 212.50 MAT 4in PVC Valves 2.00 EA 325.00 650.00 MAT 6in Vent Pipe 28.00 FT 28.00 784.00 MAT 6in Vent pipe 11.50 LF 20.00 230.00 MAT 6in Vent Pipe 45 Deg Elbows 4.00 EA 108.00 432.00 MAT 8in PVC Drain 1.00 LS 100.00 100.00 MAT Aluminun Hatch 2.00 EA 3,500.00 7,000.00 MAT Anchor Bolts 4.00 EA 6.00 24.00 MAT Bilco Hatch 48in x 48 in 1.00 LS 1,920.00 1,920.00 MAT Boddingtons Identification Tape & Dete 13,370.00 LF 0.08 1,069.60 MAT Bolt, Plate Washer 360.00 EA 15.00 5,400.00 MAT Bullet Proof Door 2.00 EA 3,000.00 6,000.00 MAT Buoy 1.00 EA 150.00 150.00 MAT Check Valve 1.00 EA 5,000.00 5,000.00 MAT Diversion Instrumentation Vault 13.50 VF 650.00 8,775.00 MAT Electrical Supplies for trailer hook up 1.00 LS 500.00 500.00 MAT Emulex 927 1 1/4 presplit powder 12in s 14,250.00 EA 2.75 39,187.50 MAT Entry Stopp Materials 1.00 LS 650.00 650.00 MAT Equipment Mobilization 1.00 LS 100,000.00 100,000.00 MAT Expoxy Eye Bolts 6.00 EA 25.00 150.00 MAT Fill Dock Area Behind Sheets 1,000.00 CY 25.00 25,000.00 MAT First Construction Season Demobilizati 1.00 LS 100,000.00 100,000.00 MAT Gabion Baskets 310.00 EA 85.00 26,350.00 MAT Gasoline Powered Actuator for Manuall 1.00 LS 7,500.00 7,500.00 MAT Gate Actuator Support Frame Structura 115.00 LB 1.75 201.25 MAT Gravel Area 18.00 CY 30.00 540.00 MAT Gravel Yard Area 560.00 CY 20.00 11,200.00 MAT Grout Sock 180.00 FT 1.00 180.00 MAT Install Caged Ladder 29.00 VF 100.00 2,900.00 MAT Install Fall Protection Anchor 3.00 EA 20.00 60.00 MAT Install Open Hatch Support Bar 4.00 EA 85.00 340.00 MAT Install Vaves and Fittings Misc 1.00 LS 200.00 200.00 MAT Insulation Board 1.5in Thick 379.00 SF 1.25 473.75 MAT Insulation Board 2.5in Thick 379.00 SF 3.00 1,137.00 MAT Insulation Board 2in Thick 1,665.00 SF 3.00 4,995.00 MAT Joint Prep on Slab Materials 243.00 SF 0.03 7.29 MAT Ladder 26.00 VF 55.00 1,430.00 MAT Leadin Line 63.33 EA 200.00 12,666.67 MAT Metal Roof Decking 200.00 SF 4.00 800.00 MAT Metal Roof Frame 2.00 LS 2,000.00 4,000.00 MAT P550 Erosion Control Mat 34,000.00 SF 1.20 40,800.00 MAT Pea Gravel 10.00 CY 30.00 300.00 MAT Photos & Video Recordings 1.00 LS 300.00 300.00 MAT Pipe Bedding Material 20.00 CY 20.00 400.00 MAT Pipe Couplings 30 in 2.00 EA 3,000.00 6,000.00 MAT Pipe Couplings 30in 2.00 EA 3,000.00 6,000.00 MAT Precast Vault Inlet 1.00 LS 11,500.00 11,500.00 MAT PVC Pipe for Rock Drains 225.00 LF 2.00 450.00 MAT Rock Anchor Gal Strap & Anchors 10.00 EA 50.00 500.00 MAT Roof Maintenance Hatches 4.00 EA 650.00 2,600.00 MAT Second Construction Season Demobiliz 1.00 LS 75,000.00 75,000.00 MAT Second Construction Season Mobilizati 1.00 LS 75,000.00 75,000.00 MAT Signs 8.00 EA 100.00 800.00 MAT Siphon Fill/Vent Manhole 72in 11.00 VF 500.00 5,500.00 MAT Siphon Instrumentation Building 18.00 VF 500.00 9,000.00 MAT Siphon Instrumentation Vault 12.50 VF 500.00 6,250.00 MAT Soil Nail Perf 2,920.00 LF 15.00 43,800.00 1/4 Material Quantity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Material Classification & Description Code Description Quantity UOM Rate Total Cost MAT Soil Nails $13.00 ft fob Seattle , Perf &14 29,005.00 LF 14.00 406,070.00 MAT Subcontractor Markup 20%34,000.00 SF 5.00 170,000.00 MAT Super Sack Shotcrete 193.00 CY 250.00 48,250.00 MAT Tecco G65 3mm Wire Mesh roll 11.5ft x 34,000.00 SF 2.65 90,100.00 MAT Traffic Box 2.00 EA 75.00 150.00 MAT Trailer Tie Down Materials 1.00 LS 450.00 450.00 MAT Vent Pipe Elbow w Screen 2.00 EA 150.00 300.00 MAT Vent Pipe Type 1 8in Steel Pole 10.00 FT 50.00 500.00 MAT Vent Pipe Type 1 Flanged Pipe 6in Stee 14.00 LF 50.00 700.00 MAT Vent Pipe Type 1 Flex Coupling 6 in 7.00 EA 800.00 5,600.00 MAT Vent Pipe Type 1 U Vent 6in Steel Gal 7.00 EA 150.00 1,050.00 MAT Vent Pipe Type 1 6in Gal Steel 45 Deg E 14.00 EA 250.00 3,500.00 MAT Vent Pipe Type 1 6in Gal Steel 90 Deg E 7.00 EA 500.00 3,500.00 MAT Vent Pipe Type 2 Flanged Pipe 6in Stee 10.00 LF 50.00 500.00 MAT Vent Pipe Type 2 Flex Coupling 6 in 5.00 EA 800.00 4,000.00 MAT Vent Pipe Type 2 U Vent 6in Steel Gal 5.00 EA 150.00 750.00 MAT Vent Pipe Type 2 6in Gal Steel 45 Deg E 10.00 EA 250.00 2,500.00 MAT Vent Pipe Type 2 6in Gal Steel 90 Deg E 5.00 EA 500.00 2,500.00 MAT Weld Rod 70.00 LB 2.50 175.00 MAT Wire Mesh Plates 1,300.00 EA 36.00 46,800.00 DS Anfo 111,342.00 LB 0.73 81,372.00 DS Between Holes QRC 1 for every 4 holes 973.58 EA 4.75 4,624.51 DS Booster 3,888.00 EA 7.51 29,213.34 DS Caps 2,539.00 EA 7.20 18,280.80 DS Drill Bits 29.00 EA 400.00 11,600.00 DS Drill Steel 15.40 EA 1,000.00 15,400.00 DS Hydromite 880 Wet Holes 10%1,377.30 LB 1.88 2,589.32 DS Shoot Line 103.00 EA 52.00 5,356.00 MAT 30 in Bell & Sp Steel Pipe 300.00 LF 208.00 62,400.00 MAT 30 in Welded Steel Pipe 1,380.00 LF 208.00 287,040.00 MAT 42 in HDPE Pipe 11,690.00 LF 190.00 2,221,100.00 MAT Asbuilts & OM Manuals 1.00 LS 10,000.00 10,000.00 MAT Concrete Weights 35.00 EA 450.00 15,750.00 MAT Drug Testing 44.00 EA 100.00 4,400.00 MAT Freight Fexifloats 9.00 LDS 6,000.00 54,000.00 MAT Liner for Storage 10,000.00 SF 1.00 10,000.00 MAT Mobilize Crane 1.00 LS 6,000.00 6,000.00 MAT Pipe Bedding 49.50 CY 50.00 2,475.00 MAT Road Base Gravel 3,615.00 CY 25.00 90,375.00 MAT Select backfill 1.5in Minus 9.90 CY 33.33 330.00 MAT Trash Haul 11.00 Month 600.00 6,600.00 ROCK BOLTResin Cartrage 1,459.00 EA 2.47 3,608.00 Service Consultant Allowance 1.00 LS 10,000.00 10,000.00 Sub-Total 320,591.51 4,407,919.53 100000 MAT Anchors 3.00 EA 5,000.00 15,000.00 MAT Crane Barge Misc Materials 1.00 LS 3,500.00 3,500.00 MAT Deck Sheaves, Wire 1.00 LS 30,000.00 30,000.00 Office100 Engineering Supplies 11.00 Month 500.00 5,500.00 Office100 Misc Taxes 11.00 Month 313.20 3,445.20 Office100 Office Supplies 11.00 Month 500.00 5,500.00 Office100 Photographs 11.00 Month 100.00 1,100.00 Office100 Vehicle Licenses 11.00 Month 100.00 1,100.00 Medical100 Medical Exam 44.00 EA 134.23 5,906.12 FirstAid100 First Aid Supplies 11.00 Month 150.00 1,650.00 Training100 Safety Training Course 44.00 EA 223.72 9,843.68 Permits Permits 1.00 LS 5,000.00 5,000.00 ExpenseWa Drinking Water per Manhour 80,130.00 Manhour 0.18 14,423.40 ExpenseSaf Safety Supplies per Manhour 80,130.00 Manhour 0.69 55,289.70 EncloseOffiWood Skirting for Trailer 720.00 SF 1.25 900.00 EncloseOffiWood Stairs for Office 66.00 SF 2.08 137.28 EncloseOffiWood Landing for Office 300.00 SF 2.08 624.00 Furniture30 General Office Furniture 6.00 SET 650.00 3,900.00 Computer40Laptop Computer 6.00 EA 650.00 3,900.00 Printer100 Office Printer 2.00 EA 350.00 700.00 2/4 Material Quantity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Material Classification & Description Code Description Quantity UOM Rate Total Cost Software200Office Software (per user) 6.00 EA 894.86 5,369.16 Photocopy1Office PhotoCopy Machine 1.00 EA 2,237.16 2,237.16 ProjectSignProject Sign 1.00 EA 3,500.00 3,500.00 Trailer600 Rent Office Complex (30ft x 60ft) 9.0m x 11.00 Month 2,684.59 29,530.49 SmallTool10Small Tool Allowance 55,136.00 MH 1.50 82,704.00 Survey100 Survey Equipment 10.50 Month 1,000.00 10,500.00 Survey200 Survey Supplies 10.50 Month 100.00 1,050.00 Survey300 Survey Supplies 10.50 Month 300.00 3,150.00 Sub-Total 216,706.50 305,460.19 310000 FormSupplyLumber for Face Forming 136.00 SF 8.00 1,088.00 FormSupplySupply Light Wood Form 866.80 SF 5.09 4,412.01 FormSupplySupply Wood Form Wood Walers & Stro 64.00 SF 8.00 512.00 FormSupplySupply Symons Versiform 3,728.00 SF 15.57 58,044.96 SetStrip211 Set Strip Footing Material 682.80 SF 1.00 682.80 SetStrip211 Set Strip Material 64.00 SF 1.00 64.00 SetStrip211 Set Strip Retaining Wall Material 5,522.00 SF 0.96 5,319.50 Sub-Total 11,063.60 70,123.27 320000 Rebar11125 Supply #6 (20M) Rebar 140.00 LB 0.70 98.00 Rebar11130 Supply #8 (25M) Rebar 66.00 LB 0.70 46.20 Rebar11130 Supply #8 Rockbolt 6,480.00 FT 3.00 19,440.00 Rebar11130 Supply Rebar 36,575.00 LB 0.74 27,062.25 Sub-Total 43,261.00 46,646.45 331000 Readymix22Super Sack Concrete Mix 399.64 CY 225.00 89,919.00 Sub-Total 399.64 89,919.00 334000 Cure41010 Curing Agent per m2/sf 26,440.00 SF 0.05 1,322.00 Sub-Total 26,440.00 1,322.00 335000 Finish53110Point Patch Supplies 4,777.00 SF 0.02 95.54 Sub-Total 4,777.00 95.54 340000 Precast1131Precast Traffic Barrier 2.00 EA 850.00 1,700.00 Sub-Total 2.00 1,700.00 361000 Grout13012 Epoxy Grout 50.00 gal 71.20 3,560.00 Sub-Total 50.00 3,560.00 530000 MetalDeck1 Metal Decking 88.00 SF 6.00 528.00 Sub-Total 88.00 528.00 550000 MATL Galv Steel Rail 1.5in 107.00 FT 60.00 6,420.00 MATL Steel Grating 62.00 SF 25.00 1,550.00 Sub-Total 169.00 7,970.00 3125000 FilterFabric Geotextile (Class II - Non Woven - 1mm)39,500.00 SF 0.10 3,950.00 FilterFabric Geotextile (Class II - Non Woven - 1mm)2,312.50 SY 1.00 2,312.50 FilterFabric Geotextile Fabric Woven 625.00 SY 1.30 812.50 Riprap110 9" Riprap (250mm) 4,000.00 TN 12.65 50,600.00 SiltFence13 Heavy Duty Silt Fence 10,000.00 FT 1.50 15,000.00 Sediment11Straw WattlesBales 500.00 LF 3.98 1,990.00 Sediment12 Stakes for Straw Bales (2" x 2" x 4 ft)500.00 EA 1.00 500.00 Sub-Total 57,437.50 75,165.00 3139000 Detonator14Electric Blasting Caps 101.00 EA 3.48 351.48 BlastMats11Blast Mats 7,800.00 SF 5.09 39,732.00 Sub-Total 7,901.00 40,083.48 3160000 Pile4315 PZ 27 Sheetpile 6,000.00 SF 20.25 121,500.00 Sub-Total 6,000.00 121,500.00 3211000 Base1225 Aggregate Base 5,700.00 TN 6.00 34,200.00 Sub-Total 5,700.00 34,200.00 3/4 Material Quantity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Material Classification & Description Code Description Quantity UOM Rate Total Cost 3231000 Fence1030 Chainlink Fence 1800mm (6 ft)1,100.00 FT 25.00 27,500.00 Sub-Total 1,100.00 27,500.00 3333000 PVC35150 6" Dia PVC Perforated Pipe 200.00 FT 7.50 1,500.00 Sub-Total 200.00 1,500.00 3342000 CSP300x1.3 300 mm (12") x 1.3 mm Corrugated Stee 25.00 FT 6.35 158.75 CSP900x3.5 900 mm (36") x 3.5 mm Corrugated Stee 680.00 FT 44.25 30,090.00 Sub-Total 705.00 30,248.75 3346000 Subdrain3136" (150mm) Perforated Drainage Tubing 60.00 FT 1.50 90.00 Subdrain3436" (150mm) Cap 1.00 EA 3.16 3.16 Subdrain3446" (150mm) 45 Degree Elbow 3.00 EA 6.33 18.99 Subdrain3456" (150mm) 90 Degree Elbow 4.00 EA 6.50 26.00 Sub-Total 68.00 138.15 3347000 Liner300 Rubber Liner 3,000.00 SF 0.48 1,440.00 Sub-Total 3,000.00 1,440.00 3441000 Detour2235 General Signs c/w Posts 6.00 EA 300.00 1,800.00 Sub-Total 6.00 1,800.00 Totals: 5,268,819.36 4/4 Subcontract Quantity Summary Estimate: 8-24-2012 - STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES Currency: USD-United States-Dollar Subcontract Classification & Description Code Description Quantity UOM Rate Total Cost 14000 Site Services Janitor100 Office Cleaning Service 11.00 MO 2,700.00 29,700.00 Sub-Total 29,700.00 16000 Quality Control Environmen Environmental Mitigation Plan 30.00 Day 950.00 28,500.00 Sub-Total 28,500.00 51200 Structural Steel Cross Stream Crossings 2.00 EA 10,000.00 20,000.00 Steel320 36 in Control Gate 1.00 EA 18,000.00 18,000.00 Steel320 Sluice Gate 30 in x 30 in 1.00 EA 70,000.00 70,000.00 Steel320 Sluice Gate 36in 1.00 EA 17,500.00 17,500.00 Steel320 Trashrack 1.00 EA 50,000.00 50,000.00 Steel320 Trashrack 1.00 LS 20,000.00 20,000.00 Sub-Total 195,500.00 90000 Interior Finishing Paint120 Exterior Painting (3-coats brush applied) 500.00 SF 2.00 1,000.00 Sub-Total 1,000.00 100000 Specialties Special140 Toilet Compartments 11.00 MO 2,500.00 27,500.00 Sub-Total 27,500.00 312000 Removals Sub Divers team 168.00 Hour 1,071.43 180,000.00 Sub-Total 180,000.00 329000 Landscaping Seed110 Seeding & Wood Fibre Mulch 17.00 AC 2,500.00 42,500.00 Sub-Total 42,500.00 335000 Pipeline StationPipeFCathodic Protection 1,680.00 FT 2.00 3,360.00 Sub-Total 3,360.00 337000 Electrical Sitework Distribution Hookups for Utilities 1.00 LS 5,000.00 5,000.00 ELEC 01 Electrical Subcontract 3.00 LS 138,041.67 414,125.00 Sub-Total 419,125.00 927,185.00 1/1 Section 5 Construction Schedule IDTask NameDurationStartFinish1STETSON CREEK DIVERSION & COOPER LAKE DAM FACILITIES553 daysMon 1/7/13Tue 10/14/142General0 daysMon 1/7/13Mon 1/7/133NTP0 daysMon 1/7/13Mon 1/7/134First Season Construction148 daysTue 4/16/13Sat 10/5/135Mobilization for Clearing15 daysTue 4/16/13Fri 5/3/136Clearing of Staging Area and Borrow Area1 dayFri 5/3/13Sat 5/4/137Clearing Siphon1 daySat 5/4/13Mon 5/6/138Clearing of Construction Access & Diversion Pipeline8 daysMon 5/6/13Wed 5/15/139Clearing Diversion1 dayWed 5/15/13Thu 5/16/1310First Construction Season Mobilization 25 daysThu 6/13/13Fri 7/12/1311Construct Dock Facilities at South End of Cooper Lake12 daysWed 6/19/13Wed 7/3/1312Construct Dock Facilities at Cooper Dam10 daysWed 7/3/13Mon 7/15/1313Construct Access Staging & Parking Areas Set up Trailers30 daysThu 6/13/13Thu 7/18/1314Set-Up Engineers Field Office2 daysWed 6/19/13Fri 6/21/1315Temporary Erosion Control (SWPPP Implementation)73 daysTue 6/25/13Wed 9/18/1316Grubbing & Topsoil Stripping of Staging Area and Borrow Area1 dayMon 6/24/13Tue 6/25/1317Grubbing & Topsoil Stripping Siphon2 daysTue 6/25/13Thu 6/27/1318Grubbing & Topsoil Stripping Construction Access and Diversion Pipeline5 daysThu 6/27/13Wed 7/3/1319Grubbing Diversion1 dayWed 7/3/13Thu 7/4/1320Siphon67 daysThu 6/27/13Fri 9/13/1321Siphon Pipeline Excavation in Water (Sta 0+00 to 3+00)5 daysMon 7/15/13Sat 7/20/1322Siphon Inlet Vault3 daysSat 7/20/13Wed 7/24/1323Siphon Pipeline Lay Pipe & Backfill 0+00 to 3+003 daysWed 7/24/13Sat 7/27/1324Siphon Inlet Trashrack1 daySat 7/27/13Mon 7/29/1325Siphon Pipeline Excavation, Lay Pipe and Backfill Soil 3+00 to 6+ 002 daysSat 7/20/13Tue 7/23/1326Siphon Pipeline Excavation and Backfill- Rock 6+00 to 14+0028 daysTue 7/23/13Sat 8/24/1327Siphon Pipeline Excavation, Lay Pipe and Backfill Soil 14+00 to Outlet5 daysSat 8/24/13Fri 8/30/1328Demolition of Existing Spillway Concrete Weir1 dayThu 8/8/13Fri 8/9/1329Siphon Spillway Cutoff Wall Initial Cleaning for Mapping1 daySat 8/24/13Mon 8/26/1330Siphon Spillway Cut Off Wall Final Cleaning for Concrete Placement1 dayMon 8/26/13Tue 8/27/1331Siphon Spillway Cutoff Wall9 daysTue 8/27/13Fri 9/6/1332Siphon Fill/Vent Manhole4 daysThu 8/1/13Tue 8/6/1333Siphon Instrumentation Vault5 daysFri 8/30/13Thu 9/5/1334Siphon Instrumentation Building7 daysThu 9/5/13Fri 9/13/1335Siphon Outlet Channel Excavation4 daysWed 7/3/13Mon 7/8/1336Control of Water- Siphon Outlet Works9 daysThu 6/27/13Mon 7/8/1337Siphon Outlet Structure Reinforced Concrete9 daysMon 7/8/13Thu 7/18/1338Riprap Siphon Outlet1 dayThu 7/18/13Fri 7/19/1339Siphon Outlet Structure Miscellaneous Metal3 daysThu 7/18/13Mon 7/22/1340Siphon Outlet Structure Gate & Actuator2 daysThu 7/18/13Sat 7/20/1341Construction Access 72 daysThu 7/4/13Thu 9/26/1342Diversion Outfall Pipe & Diffuser-HDPE7 daysSat 7/27/13Mon 8/5/1343Diversion Access Road Soil Excavation 2 daysThu 7/4/13Sat 7/6/1344Diversion Access Road Rock Excavation28 daysSat 7/6/13Thu 8/8/1345Diversion Access Road Embankment Fill ( Sta 5+00 to 111+00)8 daysThu 7/4/13Sat 7/13/1346Flexible Faced Soil Nail Wall30 daysThu 8/8/13Thu 9/12/1347Permanent Rock Anchors25 daysThu 8/8/13Fri 9/6/1348Fiber Reinforced Shotcrete Rock Cut Slopes10 daysThu 8/8/13Tue 8/20/1349Rock Drains for Rock Cut Slopes7 daysThu 8/8/13Fri 8/16/1350Rock Drains in Shotcrete for Rock Cut Slopes13 daysTue 8/20/13Wed 9/4/1351Corrugated Pipe (All Sizes)6 daysSat 7/13/13Sat 7/20/1352String HDPE Pipe along Corridor14 daysFri 9/6/13Mon 9/23/1353Riprap -Construction Access Road3 daysMon 9/23/13Thu 9/26/131/71/74/165/35/35/45/45/65/65/155/155/166/137/126/197/37/37/156/137/186/196/216/259/186/246/256/256/276/277/37/37/47/157/207/207/247/247/277/277/297/207/237/238/248/248/308/88/98/248/268/268/278/279/68/18/68/309/59/59/137/37/86/277/87/87/187/187/197/187/227/187/207/278/57/47/67/68/87/47/138/89/128/89/68/88/208/88/168/209/47/137/209/69/239/239/26DecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecr1st Quarter2nd Quarter3rd Quarter4th Quarter1st Quarter2nd Quarter3rd Quarter4th Quarter20132014TaskCritical TaskProgressMilestoneSummaryRolled Up TaskRolled Up Critical TaskRolled Up MilestoneRolled Up ProgressSplitExternal TasksProject SummaryGroup By SummaryDeadlinePage 1Project: 2012 COOPER DAM STETSODate: Thu 8/23/12 IDTask NameDurationStartFinish54Grouted Riprap Construction Access1 daySat 7/20/13Mon 7/22/1355Trench Drains2 daysThu 8/8/13Sat 8/10/1356Gabion Walls15 daysThu 8/8/13Mon 8/26/1357Fiber Reinforced Shotcrete- Gabion Walls1 dayMon 8/26/13Tue 8/27/1358Diversion Pipeline40 daysMon 8/5/13Fri 9/20/1359Diversion Pipeline Excavation & Backfill -Soil40 daysMon 8/5/13Fri 9/20/1360Instrumentation 20 daysThu 8/29/13Sat 9/21/1361Siphon Instrument Building:7 daysFri 9/13/13Sat 9/21/1362Raceway Systems (Power & Control/Comm):20 daysThu 8/29/13Sat 9/21/1363First Construction Season Demobilization 12 daysSat 9/21/13Sat 10/5/1364End First Construction Season0 daysSat 10/5/13Sat 10/5/136566Second Construction Season 104 daysSat 6/14/14Tue 10/14/1467Mobilization12 daysSat 6/14/14Sat 6/28/1468Diversion Pipeline72 daysSat 6/28/14Sat 9/20/1469Diversion Pipeline Excavation & Backfill -Rock71 daysSat 6/28/14Fri 9/19/1470Vent Pipe Type 1 3 daysTue 8/26/14Fri 8/29/1471Vent Pipe Type 23 daysTue 9/9/14Fri 9/12/1472Diversion Instrumentation Vault4 daysMon 9/15/14Fri 9/19/1473Diversion Pipeline Instrumentation Building5 daysSat 9/13/14Fri 9/19/1474Siphon Fill & Vent Piping System4 daysMon 9/15/14Fri 9/19/1475Fiber Reinforced Shotcrete -Siphon Fill Line1 dayFri 9/19/14Sat 9/20/1476Diversion Dam and Intake Structure37 daysSat 6/28/14Mon 8/11/1477Control of Water-Diversion Dam & Intake Structure5 daysSat 6/28/14Fri 7/4/1478Diversion Dam Area Excavation5 daysFri 7/4/14Thu 7/10/1479No.6 Anchors For Training Wall1 dayThu 7/10/14Fri 7/11/1480No.8 Anchors For Training Wall1 dayFri 7/11/14Sat 7/12/1481No.8 Anchors For Cut Slopes2 daysSat 7/12/14Tue 7/15/1482Diversion Dam Initial Cleaning for Mapping2 daysThu 7/10/14Sat 7/12/1483Diversion Dam Final Cleaning for Concrete Placement2 daysSat 7/12/14Tue 7/15/1484Rock Drains for Rock Cut Slopes1 dayThu 7/10/14Fri 7/11/1485Diversion Dam & Intake Structure Reinforced Concrete15 daysTue 7/15/14Fri 8/1/1486Precast Traffic Barriers1 dayFri 8/1/14Sat 8/2/1487Diversion Dam & Intake Structure Miscellaneous Metals & Items8 daysFri 8/1/14Mon 8/11/1488Diversion Intake Trashrack2 daysFri 8/1/14Mon 8/4/1489Diversion Dam & Intake Gates & Actuators3 daysFri 8/1/14Tue 8/5/1490Gasoline Powered Actuator for Manually Actuated Gates1 dayTue 8/5/14Wed 8/6/1491Diversion Dam Area Fill (inc Backfill adjacent to Div Dam3 daysFri 8/1/14Tue 8/5/1492Riprap Diversion2 daysFri 8/1/14Mon 8/4/1493Instrumentation 78 daysWed 7/2/14Wed 10/1/1494Ultrasonic Flow Meter System7 daysWed 7/2/14Thu 7/10/1495Solar/Wind Power Supply System13 daysThu 9/4/14Fri 9/19/1496Diversion Pipeline Instrument Building:10 daysFri 9/19/14Wed 10/1/1497Raceway Systems (Power & Control/Comm):5 daysFri 9/19/14Thu 9/25/1498Testing & Commissioning4 daysThu 9/25/14Tue 9/30/1499Project General21 daysFri 9/19/14Tue 10/14/14100Topsoil Replacement & Revegitation-Staging Area5 daysFri 9/19/14Thu 9/25/14101Demobilization Second Season12 daysTue 9/30/14Tue 10/14/14102Project Completion0 daysTue 10/14/14Tue 10/14/147/207/228/88/108/88/268/268/278/59/209/139/218/299/219/2110/510/56/146/286/289/198/268/299/99/129/159/199/139/199/159/199/199/206/287/47/47/107/107/117/117/127/127/157/107/127/127/157/107/117/158/18/18/28/18/118/18/48/18/58/58/68/18/58/18/47/27/109/49/199/1910/19/199/259/259/309/199/259/3010/1410/14DecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecr1st Quarter2nd Quarter3rd Quarter4th Quarter1st Quarter2nd Quarter3rd Quarter4th Quarter20132014TaskCritical TaskProgressMilestoneSummaryRolled Up TaskRolled Up Critical TaskRolled Up MilestoneRolled Up ProgressSplitExternal TasksProject SummaryGroup By SummaryDeadlinePage 2Project: 2012 COOPER DAM STETSODate: Thu 8/23/12