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Cost Estimates Appendix i • Draft Feasibility Report Frr ' � ' ' Rancho Palos Verdes Los Angeles County, CA , mac , rid^• J I•40'•• rh .A f ., r • V 4 • „R ii, ` ` Cost Estimates Appendix Los Angeles District US Army Corps of Engineers June 20000 Table of Contents 1.0 Cos+Es f rnak s • 2.0 Cost Estimate Summaries 3.0 MCASES Backup for Recommended Plan 3.1 Recommended Plan Initial Construction 3.2 Recommended Plan Operation and Maintenance • i 1.0 Cost Estimates This Feasibility Report investigated 6 alternative plans.Alternatives 1,2,and 3 consist of • construction of attached breakwater structures located 200 ft,400 ft and 50 ft respectively from the shoreline.Alternative 1A is the same plan as Alternative 1 with the inclusion of predredging material. Alternatives 2A and 3A follow the same logic. A cost estimate for the initial construction of all 6 alternative plans was prepared using MCASES. Each cost estimate includes initial construction costs,PED costs(estimated at 8%of initial construction cost),and construction management costs(estimated at 6%of initial construction cost).A contingency factor of 15%was used for all estimates.Quantities and construction methods are detailed in the Coastal Engineering Appendix. The cost of operation and maintenance of all 6 alternative plans was estimated using MCASES. Operation and maintenance requirements are described in detail in the Coastal Engineering Appendix. Operation and maintenance consists of periodic sediment removal behind the structure,and structural stone maintenance. As discussed in the Coastal Engineering Appendix;Alternatives 1 and 1A require removal of 3 million cubic yards(CY)behind the structure every 20 years. Alternatives 2 and 2A would require removal of about 7 million cubic yards after 50 years. Alternatives 3 and 3A require removal of 730,000 CY behind the structure every 5 years. It is assumed that all material removed behind the structure will contain a substantial amount of fines,and therefore will not be suitable for beachfill. This material will be disposed of at the offshore disposal site,LA-2. Two methods of construction were estimated, movement of the material to barge by conveyor belt and transportation of the material by truck to the Port • of LA for barge transfer. In every case the conveyor option was much less costly. For the large volumes required for Alternatives 1 and 2,removal by truck by not be practicable. The Coastal Engineering Appendix indicates that all alternative structures are designed for"depth limited wave heights"and therefore very little structural damage is expected due to wave forces throughout the project life. The annualized cost of routine maintenance of the rubblemound structures due to coastal storm damages are approximated to be one-half of one percent of the construction first cost,based on experience of other similar coastal structures. The Coastal Engineering and Geotechnical Appendices indicate that Alternatives 3 and 3A,being located within the active slide area,are expected to be subject to substantial foundation deformation. The Coastal Engineering Appendix estimates replacement of 40%of the structure every year. Alternative 1,with an alignment 200 feet offshore,is located on stable ground at the present but may be expected to experience some foundation deformation over its 50-year life. Anticipated re-construction due to foundation deformation assumes rebuilding 25 percent of the initial construction after 25 years. The Recommended Plan is Alternative 2, an attached breakwater located 400 feet offshore with no predredging. • 2.0 Cost Estimate Summaries • • • SUMMARY OF ALTERNATIVE I(200'FROM TOE)INITIAL CONSTRUCTION PALOS VERDES DIKES FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL • T CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 01.01.- LANDS AND TEMPORARY RIGHT-OF-WAYS 1.00 JOB LS 27,915 25% 35,000 771 1 10.-.- BREAKWATERS AND SEAWALLS - .. 21.i..•*$""' ::irFliktrA"`i.z '.InIO:`."v' 10.05.00 Mobilization/Demobilization 1.00 JOB LS 122.141 15% 140.462 2 10.10.00 Station 0+00 to 5+00 ': ;'' 10.10.01 Core Stone 24,356.00 TON 35.22 857,818 15% 986,491 2 10.10.02 Bedding Stone 18,421.00 TON 42.05 774,603 15% 890,794 2 10.10.03 "A"Stone 10,658.00 TON 62.36 664,633 15% 764,328 2 10.20.00 Station 5+00 to 27+70 10.20.01 Core Stone 82,582.00 TON 34.36 2,837,518 15% 3.263,145 2 10.20.02 Bedding Stone 76,976.00 TON 40.77 3,138,312 15% 3,609,058 2 10.20.03 "A"Stone 109,968.00 TON 59.19 6,509,006 15% 7,485,357 2 10.-.-.- Sub-total Breakwaters and Seawalls 14,904,030 15% 17,139,635 2 30.-.-.- PLANNING,ENGINEERING AND DESIGN • - 1,192,000 15% 1,370,800 3 302.- Post Construction Kelp Monitoring 200,000 15% 230,000 4 30.Z- Environmental Adaptation +,ri _ 200,000 15% 230,000 4 Sub-total Planning,Engineering and Desig 1,592,000 1,830,800 31.-.-.- CONSTRUCTION MANAGEMENT 966,000 15% 1,110,900 5 • TOTAL PROJECT FIRST COST 17,489,945 15% 20,116,335 ROUNDED $20,100,000 • 1/ See Real Estate Appendix for Detail Breakdown 2/ Unit prices were derived from MCACES and rounded off. 3/ PED is 8%of construction cost. 4/ Monitoring and Adaptation allowance similar to Attemative II 5/ Contruction Management is 6%of construction cost. SUMMARY OF ALTERNATIVE I(200'FROM TOE)MAINTENANCE DREDGING COST EVERY 20 YEARS PALOS VERDES LANDSLIDE MATERIAL REMOVAL FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 01.01.- LANDS AND TEMPORARY RIGHT-OF-WAYS 1.00 JOB LS 27,915 25% 35,000 1 12.-.- DREDGING I 12.01.- Mobilization/Demobilization 1.00 JOB LS 445,198 15% 511,978 2 12.00.— Dredging 3.000,000.00 CY 7.63 22.890,000 15% 26,323,500 2 10.-.-.- Sub-total Dredging 23,335.198 26,835,478 2 30.-.-.- PLANNING,ENGINEERING AND DESIGN I 1,866,816 15% 2,146,638 3 31.-.-.- !CONSTRUCTION MANAGEMENT I 1,400,112 15% 1,610,1291 411/ TOTAL MAINTENANCE CYCLE COST 26,602,351 15% 30,592,670 (20-year Maintenance Cycle) ROUNDED $30,600,000 , C:\RPVF1REVCST.W62 May 22,2000 i SUMMARY OF ALTERNATIVE I A INITIAL CONSTRUCTION,PREDREDGE ELEMENT SHORE PROTECTION,RANCHO PALOS VERDES,CALIFORNIA FEASIBILITY ESTIMATE • OCTOBER 2000 PRICE LEVEL CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 12-.-.- Dredging 12.-.-.- Mobilization/Demobilization 1.00 JOB 500,000.00 500,000 25% 625,000 12.-.-.- Dredging 460,000.00 CY 3.90 1,794,000 25% 2,242,500 12.-.-.- Barge Material to LA-2 Disposal Site 460,000.00 CY 1.50 690,000 25% 862.500 12.-:: Total Construction Cost 2,984,000 25% 3.730,000 30:.-: 'Planning,Engineering&Design 238,7201 25% 1 298,4001 2 31.-.-.- 'Construction Management 179,0401 25% 1 223,8001 3 Totals 3,401,760 25% 4,252,200 SUMMARY OF ALTERNATIVE II A INITIAL CONSTRUCTION,PREDREDGE ELEMENT SHORE PROTECTION,RANCHO PALOS VERGES,CALIFORNIA FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH F00T ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY. NOTE 12.-.-.- Dredging 12.-.-.- Mobilization/Demobilization 1.00 JOB 500,000.00 500.000 25% 625.000 12.-.-.- Dredging 420.000.00 CY 4.15 1,743.000 25% 2.178,750 12.-.-.- Barge Material to LA-2 Disposal Site 420.000.00 CY 1,50 630,000 25% 787,500IIII 12.-.-.- Total Construction Cost 2,873,000 25% 3.591.250 30.-...- 'Planning,Engineering&Design 229.8401 25% 1 287.3001 2 31::. 'Construction Management 172.3801 25% 1 215.4751 3 Totals 3,275,2201 25% 1 4,094,0251 SUMMARY OF ALTERNATIVE III A INITIAL CONSTRUCTION,PREDREDGE ELEMENT SHORE PROTECTION,RANCHO PALOS VERGES,CALIFORNIA FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 12-.-.- Dredging 12.-:.- Mobilization/Demobilization 1.00 JOB 500,000.00 500,000 25% 625.000 12.-.-.- Dredging 480,000.00 CY 3.80 1,824.000 25% 2,280,000 12.-.-.- Barge Material to LA-2 Disposal Site 480,000.00 CY 1.50 720,000 25% 900.000 12:.-: Total Construction Cost 3,044,000 25% 3,805,000 30::.- 'Planning,Engineering&Design 243.5201 25% 1 304.4001 2 131:.-: 'Construction Management 182,6401 25% I 228.3001 3 1 Totals 3,470,160 25% 4,337,700 FOOT NOTES: • 1. No Lands and Damages(01 account)and Relocations(02 account). 2. PED is 8%of construction cost 3. Contruction Management is 6%of construction cost 4. Unit prices were derived from CEDEP Dredging program and rounded off. C:\WINDOWS\TEMP\RPV004.WB2 l' May 19.2000 SUMMARY OF ALTERNATIVE II(400'FROM TOE)INITIAL CONSTRUCTION PALOS VERDES DIKES FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL . CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 01.01.- LANDS AND TEMPORARY RIGHT-OF-WAYS I 1.00 JOB LS 27.915 25% 35,0001 1 10.-- BREAKWATERS AND SEAWALLS `� � `" .i ..._ , I :- I - 10.05.00 Mobilization/Demobilization 100 JOB LSI 122,1411 15% 140.4621 2 10.10.00 Station 0+00 to 5+00 10.10.01 Core Stone 19,625.00 TON 35.06 668.053 15% 791.260 2 10.10.02 Bedding Stone 14,866.00 TON 41.77 620,953 15% 714,096 2 10.10.03 "A"Stone 7,744.00 TON 62.34 482,761 15% 555,175 2 10,20.00 Station 5+00 to 27+70 " ° _ v_ ..._' ._ .___. 4-„•-i^ 10.20.01 Core Stone 134,591.00 TON 34.36 4,624,547 15% 5,318,229 2 10.20.02 Bedding Stone 114,652.00 TON 40.77 4,674,362 15% 5,375,516 2 10.20.03 "A”Stone 156,319.00 TON 59.20 9,254,085 15% 10,642.198 2 10.-.-.- Sub-total Breakwaters and Seawalls --T-'Tr . .- - 20,466,901 15% 23,536.936 2 30.-.-.- PLANNING,ENGINEERING AND DESIGN '44.='. .-,:,-.4.`,. .—i:'',2: :•:''.0%.-',.;:7•• ,.... 1,637,291 15% 1.882,885 3 at' 4.4-%4'....* ,*-,a ;cam, -;.::1 302.- Post Construction Kelp Monitoring = 200.000 15% 230,000 4 +''4X P, sus:f• ge;"4 o:"'�:-s 302.- Environmental Adaptation ''��::. %•-:T:--..��- r.-..::,.-;:--:-:-:-• 200,000 15% 230,000 4 Sub-total Planning,Engineering and Desig to -4--,...-+ -. 2.037,291 2.342.885 31.-.-.- CONSTRUCTION MANAGEMENT R - 14-NORIP° I-" .. ' I 1.326.2061 15% 1.525.1371 4 4111111 TOTAL PROJECT FIRST COST 23,858,313 15% 27,4.39,958 ROUNDED $27,500,000 1/ See Real Estate Appendix for Detail Breakdown 2/ Unit prices were derived from MCACES and rounded off. 3! FED is 8%of construction.cost. 4/ Monitoring and Adaptation allowance equal one percent of construction costs each. 5/ Contruction Management is 6%of construction cost. • C:\RPVF\REVCST.WB2 May 22,2000 SUMMARY OF ALTERNATIVE III(50'FROM TOE)INITIAL CONSTRUCTION PALOS VERDES DIKES FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL • CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE'CONTINGENCY NOTE 01.01.- LANDS AND TEMPORARY RIGHT-OF-WAYS 1.00 JOB LS 27.915 25% 35,000 1 10.-.- BREAKWATERS AND SEAWALLS4_x,.a z 3. Ts >u1-, w s`?s1 i,wn .xz?= # st' ' 10.05.00 Mobilization/Demobilization 1.00JOB LS 122,141 15% 140,462 2 10.10.01 Core Stone 55,000.00 TON 34.48 1,896,400 15% 2,180,860 2 10.10.02 B-3 Stone 70,000.00 TON 40.78 2,854,600 15% 3,282.790 2 10.-.-.- Sub-total Breakwaters and Seawalls 4,873,141! 5604.112 2 30.-.-.- PLANNING,ENGINEERING AND DESIGN 1,000,000 15% 1,150,000 3 30Z- Post Construction Kelp Monitoring '','.."1:n-:<'','-:- - - ' € 200,000, 15% 230,000 4 302.- Environmental Adaptation - "' . ' . . - - 200,000 15% 230,000 4 Sub-total Planning,Engineering and Desig ':%w •• ••- 1,400.000 1,610.000 31.-.-.- CONSTRUCTION MANAGEMENT I 315,808 15% 363,179 4 TOTAL PROJECT FIRST COST 6,616,864 15% 7,612,291 ROUNDED 57,600,000 , 1/ See Real Estate Appendix for Detail Breakdown 2/ Unit prices were derived from MCACES and rounded off. 3/ PED effort assumed similar to Alternative I 4/ Monitoring and Adaptation allowance similar to Alternative II 5/ Contruction Management is 6%of construction cost. • SUMMARY OF ALTERNATIVE III(50'FROM TOE)MAINTENANCE DREDGING COST EVERY 5 YEARS PALOS VERDES LANDSLIDE MATERIAL REMOVAL FEASIBILITY ESTIMATE OCTOBER 2000 PRICE LEVEL CODE UNIT COST TOTAL OF ITEM QUANTITY UNIT PRICE WITHOUT CONTINGENCY WITH FOOT ACCTS DESCRIPTION CONTINGENCY PERCENTAGE CONTINGENCY NOTE 01.01.- LANDS AND TEMPORARY RIGHT-OF-WAYS 1 1.001 JOB LS 27,9151 25% 35.000 1 12.-.- DREDGING 12.01.- MobilizatioNDemobilization 1.00 JOB LS 694,983 15% 799,230 2 12.00.— Dredging 730,000.00 CY 7.46 5,445,800 15% 6,262,670 2 10.-.-.- Sub-total Dredging 6,140,783 7,061,900 2 30.-.-.- PLANNING,ENGINEERING AND DESIGN 491,263 15% 564,952 3 31.-.-.. CONSTRUCTION MANAGEMENT 368,447 15% 423,714 4 TOTAL MAINTENANCE CYCLE COST 7,000,718 15% 8,050,792 (5-year Maintenance Cycle) ROUNDED 58,000,000 II C:\RPVF\REVCST.WB2 May 22,2000 Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate TITLE PAGE 1 Rancho PV, Maintcn Restoration Feasibility Estimate Designed By: U.S. Army Corps of Engineers Estimated By: B. Mendoza / Juan Dominguez Prepared By: Preparation Date: 05/16/00 Effective Date of Pricing: 05/16/00 Est Construction Time: 180 Days Sales Tax: 8.25°% This report is not copyrighted, but the information contained herein is For Official Use Only. MCACES GOLD EDITION Composer GOLD Software Copyright (c) 1985-1994 by Building Systems Design, Inc. Release 5.30A LABOR ID: LA000SEQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 20410 U.S. Army Corps of EnSs TIME 09:28:54. Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate PROJECT NOTES Feasibility Estimate TITLE PAGE 2 Changes from the '98 estimate: Earthwork quantities changed from 350,000 cy to 3,000,000 cy. The crews were linked tothe parent quantity and/or duration and the quantity increased to 3,000,000 cy. Production rates and crew compositions stayed the same. Piling quantities stayed the same. Estimate recalculated based on year 2000 labor, equipment and material databases. 1 \) LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate TABLE OF CONTENTS - Feasibility Estimate CONTENTS PAGE 1 SUMMARY REPORTS SUMMARY PAGE PROJECT INDIRECT SUMMARY - Scope 1 PROJECT INDIRECT SUMMARY - Facility 2 PROJECT DIRECT SUMMARY - Scope 3 • PROJECT DIRECT SUMMARY - Facility 4 DETAILED ESTIMATE DETAIL PAGE 01. Option No. 1 (Highway Option) 01. Mob, Demob & Preparatory Work 1 02. Clear and Grub Obstructions 2 03. Excav, Truck Haul to Terminal Is 3 04. Barge Material to LA-2 Disposal 4 02. Option No. 2 (Conveyor Option) 01. Mob, Demob & Preparatory Work 5 02. Clear and Grub Obstructions 6 03. Drive Piles 7 04. Excavation 8 05. Mtl to Barge by Conveyor Sys 9 06. Barge Material to LA-2 Disposal 10 BACKUP REPORTS BACKUP PAGE CREW BACKUP 1 LABOR BACKUP 2 EQUIPMENT BACKUP 3 1.`.1 * * * END TABLE OF CONTENTS * * * • . • Wed 17 May 20 U.S. Army Corps of En s TIME 09:28:54 Eff. Date 05/1 0 PROJECT RPV004: Rancho PV, Maintcn Restora on - Feasibility Estimate Feasibility Estimate SUMMARY PAGE 1 ** PROJECT INDIRECT SUMMARY - Scope ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 3000000 CY 49,058,709 7,358,806 2,256,701 4,693,937 633,682 64,001,834 21.33 02 Option No. 2 (Conveyor Option) 3000000 CY 17,889,921 2,683,488 822,936 1,711,708 231,081 23,339,134 7.78 TOTAL Rancho PV, Maintcn Restoration 1.00 EA 66,948,630 10,042,294 3,079,637 6,405,645 864,762 87,340,968 87340968 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate SUMMARY PAGE 2 ** PROJECT INDIRECT SUMMARY - Facility ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 01. 01 Mob, Demob & Preparatory Work 1.00 EA 143,320 21,498 6,593 13,713 1,851 186,975 186975.15 01. 02 Clear and Grub Obstructions 1.00 EA 140,943 21,141 6,483 13,485 1,821 183,874 183873.66 01. 03 Excav, Truck Haul to Terminal Is 3000000 CY 33,888,815 5,083,322 1,558,886 3,242,482 437,735 44,211,240 14.74 01. 04 Barge Material to LA-2 Disposal 3000000 CY 14,885,630 2,232,844 684,739 1,424,257 192,275 19,419,745 6.47 TOTAL Option No. 1 (Highway Option) 3000000 CY 49,058,709 7,358,806 2,256,701 4,693,937 633,682 64,001,834 21.33 02 Option No. 2 (Conveyor Option) 02. 01 Mob, Demob & Preparatory Work 1.00 EA 143,320 21,498 6,593 13,713 1,851 186,975 186975.15 02. 02 Clear and Grub Obstructions 1.00 EA 140,943 21,141 6,483 13,485 1,821 183,874 183873.66 02. 03 Drive Piles 1200.00 VLF 56,990 8,548 2,622 5,453 736 74,349 61.96 02. 04 Excavation 30010000 CY 8,702,677 1,305,402 400,323 832,672 112,411 11,353,485 3.78 02. 05 Mtl to Barge by Conveyor Sys 30010000 CY 5,120,759 768,114 235,555 489,954 66,144 6,680,526 2.23 02. 06 Barge Material to LA-2 Disposal 3000000 CY 3,725,232 558,785 171,361 356,430 48,118 4,859,926 1.62 TOTAL Option No. 2 (Conveyor Option) 3000000 CY 17,889,921 2,683,488 822,936 1,711,708 231,081 23,339,134 7.78 TOTAL Rancho PV, Maintcn Restoration 1.00 EA 66,948,630 10,042,294 3,079,637 6,405,645 864,762 87,340,968 87340968 I. 1 :. \ - LABOR ID: LA00 EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 201110 U.S. Army Corps of Ens TIME 09:28:545 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate SUMMARY PAGE 3 ** PROJECT DIRECT SUMMARY - Scope ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 3000000 CY 464,170 21368224 27550485 0 140,000 49,058,709 16.35 02 Option No. 2 (Conveyor Option) 3000000 CY 214,788 9398585 8274540 76,796 140,000 17,889,921 5.96 TOTAL Rancho PV, Maintcn Restoration 1.00 EA 678,958 30766808 35825025 76,796 280,000 66,948,630 66948630 OVERHEAD 10,042,294 SUBTOTAL 76,990,924 HOME OFC 3,079,637 SUBTOTAL 80,070,561 PROFIT 6,405,645 SUBTOTAL 86,476,206 BOND 864,762 TOTAL INCL INDIRECTS 87,340,968 `.\ Il•`• LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate SUMMARY PAGE 4 ** PROJECT DIRECT SUMMARY - Facility ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 01. 01 Mob, Demob & Preparatory Work 1.00 EA 40 1,759 1,561 0 140,000 143,320 143320.26 01. 02 Clear and Grub Obstructions 1.00 EA 2,000 83,845 57,098 0 0 140,943 140942.90 01. 03 Excav, Truck Haul to Terminal Is 3000000 CY 306,430 13656203 20232613 0 0 33,888,815 11.30 01. 04 Barge Material to LA-2 Disposal 3000000 CY 155,700 7626416 7259214 0 0 14,885,630 4.96 TOTAL Option No. 1 (Highway Option) 3000000 CY 464,170 21368224 27550485 0 140,000 49,058,709 16.35 02 Option No. 2 (Conveyor Option) 02. 01 Mob, Demob & Preparatory Work 1.00 EA 40 1,759 1,561 0 140,000 143,320 143320.26 02. 02 Clear and Grub Obstructions 1.00 EA 2,000 83,845 57,098 0 0 140,943 140942.90 02. 03 Drive Piles 1200.00 VLF 625 27,085 6,897 23,008 0 56,990 47.49 02. 04 Excavation 3000000 CY 61,086 2764849 5884040 53,788 0 8,702,677 2.90 02. 05 Mtl to Barge by Conveyor Sys 3000000 CY 72,000 3433921 1686838 0 0 5,120,759 1.71 02. 06 Barge Material to LA-2 Disposal 3000000 CY 79,038 3087125 638,107 0 0 3,725,232 1.24 TOTAL Option No. 2 (Conveyor Option) 3000000 CY 214,788 9398585 8274540 76,796 140,000 17,889,921 5.96 TOTAL Rancho PV, Maintcn Restoration 1.00 EA 678,958 30766808 35825025 76,796 280,000 66,948,630 66948630 , ` ) OVERHEAD 10,042,294 ) SUBTOTAL 76,990,924 ` HOME OFC 3,079,637 SUBTOTAL 80,070,561 PROFIT 6,405,645 SUBTOTAL 86,476,206 BOND 864,762 TOTAL INCL INDIRECTS 87,340,968 LABOR ID: LA00 EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 20 U.S. Army Corps of En s TIME 09:28:54 Eff. Date 05/16 00 PROJECT RPV004: Rancho PV, Maintcn Restorat on - Feasibility Estimate Feasibility Estimate SETTINGS PAGE 1 ** CONTRACTOR SETTINGS ** AMOUNT PCT PCT S RISK DIFF SIZE PERIOD INVEST ASSIST SUBCON AA Prime Contractor OVERHEAD P 15.00 HOME OFC P 4.00 PROFIT P 8.00 BOND P 1.00 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA { • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 1 01. Option No. 1 (Highway Option) 01. 01. Mob, Demob & Preparatory Work QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. Option No. 1 (Highway Option) This option will excavate material with a clamshell bucket and crane. The material will be placed into bottom dump highway trucks and haul on surface streets to Terminal Island to the loading docks. There the material will be loaded into hopper barges and taken by tug to the disposal site. 01. 01. Mob, Demob & Preparatory Work GEN AA e > TRUCK, 60,000 - 65,000 GVW 0.00 0.00 39.02 0.00 0.00 39.02 40.00 HR T5027600 1.00 0 0 1,561 0 0 1,561 39.02 MIL AA c > Outside Truck Dr. Light - GRP 3 1.00 42.91 0.00 0.00 0.00 42.91 40.00 HR X-TRKDVRLT 1.00 40 1,716 0 0 0 1,716 42.91 01957 4300 Decontamination trailers USR AA c02000 0000 > Mob/Demob Crane, Barges & Tugs 0.00 42.91 0.00 0.00 140000 140042.91 1.00 JOB X-TRKDVRLT 1.00 0 43 0 0 140,000 140,043 140042.91 TOTAL Mob, Demob & Preparatory Work 1.00 EA 40 1,759 1,561 0 140,000 143,320 143320.26 `1 . LABOR ID: I,AOOS EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 20 U.S. Army Corps of Ens TIME 09:28:54 Eff. Date 05/1 00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 2 01. Option No. 1 (Highway Option) 01. 02. Clear and Grub Obstructions QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 02. Clear and Grub Obstructions 02110 0499 With dozer and brush rake AF AA <02110 0600 > Clearing, brush w/dozer & brush 40.00 1676.90 1141.95 0.00 0.00 2818.86 50.00 ACR CODTB11A 0.05 2,000 83,845 57,098 0 0 140,943 2818.86 TOTAL Clear and Grub Obstructions 1.00 EA 2,000 83,845 57,098 0 0 140,943 140942.90 ( `..� LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 3 01. Option No. 1 (Highway Option) 01. 03. Excav, Truck Haul to Terminal Is QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 03. Excav, Truck Haul to Terminal Is MIL AA < > BKT,CLAM, 4.00CY,GEN PURP/SQNOSE 0.00 0.00 7.87 0.00 0.00 7.87 31285 HR B25ES011 1.00 0 0 246,110 0 0 246,110 7.87 MIL AA < > CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 0.00 0.00 139.13 0.00 0.00 139.13 31286 HR C85AM003 1.00 0 0 4352718 0 0 4,352,718 139.13 MIL AA < > TRLR,BOTTM DUMP,32CY,55T 0.00 0.00 25.67 0.00 0.00 25.67 243858 HR T45XX006 1.00 0 0 6258640 0 0 6,258,640 25.67 MIL AA < > TRK,HWY, 50,080 GVW, 6X4, 3 AXLE 0.00 0.00 38.45 0.00 0.00 38.45 243858 HR TSOIT005 1.00 0 0 9375145 0 0 9,375,145 38.45 MIL AA a a Eq Oper, Crane - GRP 8 1.00 47.93 0.00 0.00 0.00 47.93 31286 HR B-EQOPRCRN 1.00 31,286 1499613 0 0 0 1,499,613 47.93 MIL AA < > Eq Oper, Oilers - GRP 3 1.00 46.03 0.00 0.00 0.00 46.03 31286 HR B-EQOPROIL 1.00 31,286 1440201 0 0 0 1,440,201 46.03 MIL AA < aTruck Drivers, Heavy 1.00 43.95 0.00 0.00 0.00 43.95 243858 HR B-TRKDVRHV 1.00 243,858 10716389 0 0 0 10,716,389 43.95 TOTAL Excav, Truck Haul to Terminal Is 3000000 CY 306,430 13656203 20232613 0 0 33,888,815 11.30 1 ' i LABOR ID: LAOOS EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 20 U.S. Army Corps of En s TIME 09:28:54 Eff. Date 05/1 00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 4 01. Option No. 1 (Highway Option) 01. 04. Barge Material to LA-2 Disposal QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 04. Barge Material to LA-2 Disposal MAP AA < > LDR,FE, WH, 4.50 CY, ARTIC, 966E 0.00 0.00 62.69 0.00 0.00 62.69 62280 HR L40CA006 1.00 0 0 3904190 0 0 3,904,190 62.69 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 62280 HR X-EQOPRMED 1.00 62,280 3020792 0 0 0 3,020,792 48.50 GEN AA < > TUG BOAT, 500 - -800 HP 0.00 0.00 63.68 0.00 0.00 63.68 31140 HR XXOZ9725 1.00 0 0 1982995 0 0 1,982,995 63.68 GEN AA < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 0.00 22.03 62280 HR XX0Z9770 1.00 0 0 1372028 0 0 1,372,028 22.03 MIL AA < > Outside Equip. Op. Heavy-GRP 24 1.00 49.70 0.00 0.00 0.00 49.70 62280 HR X-EQOPRHVY 1.00 62,280 3095229 0 0 0 3,095,229 49.70 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 31140 HR X-EQOPRMED 1.00 31,140 1510396 0 0 0 1,510,396 48.50 TOTAL Barge Material to LA-2 Disposal. 3000000 CY 155,700 7626416 7259214 0 0 14,885,630 4.96 TOTAL Option No. 1 (Highway Option) 3000000 CY 464,170 21368224 27550485 0 140,000 49,058,709 16.35 \ LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 5 02. Option No. 2 (Conveyor Option) 02. 01. Mob, Demob & Preparatory Work QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. Option No. 2 (Conveyor Option) Option 2 requires the use of a conveyor system to transport material to barges 500 to 700 feet off shore. The material will be dozed from the bluff above to the beach below. The loader will load the material into a hopper which will place the materia onto a conveyor belt. The material will then be transported to a waiting barge, once filled the barge will be towed to LA-2 disposal site by tug. 02. 01. Mob, Demob & Preparatory Work GEN AA < s TRUCK, 60,000 - 65,000 GVW 0.00 0.00 39.02 0.00 0.00 39.02 40.00 HR T50Z7600 1.00 0 0 1,561 0 0 1,561 39.02 MIL AA < s Outside Truck Dr. Light - GRP 3 1.00 42.91 0.00 0.00 0.00 42.91 40.00 HR X-TRKDVRLT 1.00 40 1,716 . 0 0 0 1,716 42.91 01957 4300 Decontamination trailers USR AA <02000 0000 , Mob/Demob Crane, Barges & Tugs 0.00 42.91 0.00 0.00 140000 140042.91 1.00 JOB X-TRKDVRLT 1.00 0 43 0 0 140,000 140,043 140042.91 TOTAL Mob, Demob & Preparatory Work 1.00 EA 40 1,759 1,561 0 140,000 143,320 143320.26 LABOR ID: LAOOS EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 20 U.S. Army Corps of En s TIME 09:28:54 Eff. Date 05/1 00 PROJECT RPV004: Rancho PV, Maintcn Restora on - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 6 02. Option No. 2 (Conveyor Option) 02. 02. Clear and Grub Obstructions QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 02. Clear and Grub Obstructions 02110 0499 With dozer and brush rake AF AA ‹02110 0600 a Clearing, brush w/dozer & brush 40.00 1676.90 1141.95 0.00 0.00 2818.86 50.00 ACR CODTB11A 0.05 2,000 83,845 57,098 0 0 140,943 2818.86 TOTAL Clear and Grub Obstructions 1.00 EA 2,000 83,845 57,098 0 0 140,943 140942.90 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 7 02. Option No. 2 (Conveyor Option) 02. 03. Drive Piles QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 03. Drive Piles MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 80.00 HR X-EQOPRMED 1.00 80 3,880 0 0 0 3,880 48.50 GEN AA < > TUG BOAT, 150 - 400 HP 0.00 0.00 25.66 0.00 0.00 25.66 80.00 HR. XXOZ9720 1.00 0 0 2,053 0 0 2,053 25.66 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 80.00 HR X-EQOPRMED 1.00 80 3,880 0 0 0 3,880 48.50 MIL AA < > Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 240.00 HR X-LAB0RER 1.00 240 8,524 0 0 0 8,524 35.51 GEN AA < > DREDGE BARGE, 100 - 400 TON 0.00 0.00 14.84 0.00 0.00 14.84 80.00 HR XX029760 1.00 0 0 1,187 0 0 1,187 14.84 02366 2599 Piles M MIL AA <02366 3000 > Pile, steel, pipe, 50' L 10" 0.14 6.37 2.81 16.61 0.00 25.79 1200.00 VLF CPIDB19 56.25 171 7,641 3,378 19,931 0 30,949 25.79 02366 4404 Splices for pipe piles M MIL AA <02366 4410 > Pile, steel, pipe, splices, not 1.36 78.99 6.99 76.93 0.00 162.91 40.00 EA SIWWE14 0.74 54 3,160 279 3,077 0 6,516 162.91 TOTAL Drive Piles 1200.00 VLF 625 27,085 6,897 23,008 0 56,990 47.49 LABOR ID: LAGOS EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of En9s TIME 09:28:54• Eff. Date 05/16 00 PROJECT RPV004: Rancho PV, Maintcn Restorat on - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 8 02. Option No. 2 (Conveyor Option) 02. 04. Excavation QUANTY UOM CREW ID OUTPUT MAMMAS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 04, Excavation MAP AA < > DOZER,CWLR, D-8R PS,W/BLADE 0.00 0.00 62.38 0.00 0.00 62.38 11691 HR T15CA016 1.00 0 0 729,238 0 0 729,238 62.38 MIL AA < > DOZER,CWLR, FD9,SEMI-U TILT BL 0.00 0.00 32.46 0.00 0.00 32.46 11691 HR T15FI003 1.00 0 0 379,504 0 0 379,504 32.46 MIL AA < > TRK,HWY, 4,900GVW,4X2, 1/2T-PKUP 0.00 0.00 6.38 0.00 0.00 6.38 11691 HR T50FO001 1.00 0 0 74,572 0 0 74,572 6.38 MIL AA < s Outside Equip. Op. Heavy-GRP 24 1.00 49.70 0.00 0.00 0.00 49.70 , 11691 HR X-EQOPRHVY 1.00 11,691 581,026 0 0 0 581,026 49.70 MIL AA < > Outside Equip. Oper Light-GRP 4 1.00 46.88 0.00 0.00 0.00 46.88 . 11691 HR X-EQOPRLT 1.00 11,691 548,113 0 0 0 548,113 46.88 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 11691 HR X-EQOPRMED 1.00 11,691 567,053 0 0 0 567,053 48.50 MIL AA < > Outside Oiler - GRP 3 1.00 46.03 0.00 0.00 0.00 46.03 11691 HR X-EQOPROIL 1.00 11,691 538,176 0 0 0 538,176 46.03 MIL AA < > Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 11691 HR X-LABORER 1.00 11,691 415,202 0 0 0 415,202 35.51 MIL AA < , BKT,CLAM, 4.00OY,GEN PURP/SQNOSE 0.00 0.00 7.87 0.00 0.00 7.87 31285 HR B25ES011 1.00 0 0 246,110 0 0 246,110 7.87 MIL AA < s CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 0.00 0.00 139.13 0.00 0.00 139.13 31285 HR C85AM003 1.00 0 0 4352579 0 0 4,352,579 139.13 02220 5599 Sheepsfoot or wobbly wheel roller RSM AA <02220 5600 > Compaction, riding, 6" lifts, 2 0.01 0.22 0.16 0.00 0.00 0.38 292287 CY COFCB10G 300.00 1,461 63,894 47,526 0 0 111,420 0.38 02220 8999 Water M MIL AA <02220 9030 , Compaction, water, wagon, 6000 0.00 0.18 0.19 0.18 0.00 0.55 292287 CY COFWB59 250.00 1,169 51,384 54,512 53,788 0 159,684 0.55 TOTAL Excavation 3000000 CY 61,086 2764849 5884040 53,788 0 8,702,677 2.90 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 9 02. Option No. 2 (Conveyor Option) 02. 05. Mtl to Barge by Conveyor Sys QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 05. Mtl to Barge by Conveyor Sys UPB AA < > LDR,BELT, 36"X50', 910 TON/HR 0.00 0.00 9.34 0.00 0.00 9.34 36000 HR L3OKL019 1.00 0 0 336,161 0 0 336,161 9.34 MIL AA < > FIXED HT STACKER, 36"X 150' 0.00 0.00 26.09 0.00 0.00 26.09 36000 HR S30KB024 1.00 0 0 939,341 0 0 939,341 26.09 MIL AA < > PORT TRUSS FRAME CONVY, 36"X 70' 0.00 0.00 11.43 0.00 0.00 11.43 36000 HR S30TS006 1.00 0 0 411,336 0 0 411,336 11.43 MIL AA < > Outside Equip. Oper Light-GRP 4 1.00 46.88 0.00 0.00 0.00 46.88 36000 HR X-EQOPRLT 1.00 36,000 1687799 0 0 0 1,687,799 46.88 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 36000 HR X-EQOPRMED 1.00 36,000 1746122 0 0 0 1,746,122 48.50 r TOTAL Mtl to Barge by Conveyor Sys 3000000 CY 72,000 3433921 1686838 0 0 5,120,759 1.71 LABOR ID: LA00�EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2001 U.S. Army Corps of EnSs TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 10 02. Option No. 2 (Conveyor Option) 02. 06. Barge Material to LA-2 Disposal QUANTY VOW CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 06. Barge Material to LA-2 Disposal MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 14366 HR X-EQOPRMED 1.00 14,366 696,800 0 0 0 696,800 48.50 GEN AA < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 0.00 63.68 3600.00 HR XX0Z9725 1.00 0 0 229,248 0 0 229,248 63.68 GEN AA < a DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 0.00 22.03 14366 HR XXOZ9770 1.00 0 0 316,483 0 0 316,483 22.03 MIL AA c > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 3600.00 HR X-EQOPRMED 1.00 3,600 174,612 0 0 0 174,612 48.50 GEN AA < a TUG BOAT, 150 - 400 HP 0.00 0.00 25.66 0.00 0.00 25.66 3600.00 HR XXOZ9720 1.00 0 0 92,376 0 0 92,376 25.66 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 3600.00 HR X-EQOPRMED 1.00 3,600 174,612 0 0 0 174,612 48.50 MIL AA < > Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 57472 HR X-LABORER 1.00 57,472 2041101 0 0 0 2,041,101 35.51 TOTAL Barge Material to LA-2 Disposal 3000000 CY 79,038 3087125 638,107 0 0 3,725,232 1.24 \ 1 TOTAL Option No. 2 (Conveyor Option) 3000000 CY 214,788 9398585 8274540 76,796 140,000 17,889,921 5.96 TOTAL Rancho PV, Maintcn Restoration 1.00 EA 678,958 30766808 35825025 76,796 280,000 66,948,630 66948630 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate BACKUP PAGE 1 ** CREW BACKUP ** **** LABOR **** **** EQUIP **** TOTAL SRC ITEM ID DESCRIPTION NO. UOM RATE HOURS COST HOURS COST COST CODTB11A 1 eqoprmed + 1 dozer, crawler, 181-250 HP PROD = 100% CREW HOURS = 2000 MIL B-EQOPRMEDL Equip. Operators, Medium 1.00 HR 47.32 1.00 47,32 47.32 MIL B-LABORER L Laborers, (Semi-Skilled) 1.00 HR 36.52 1.00 36.52 36.52 GEN T15Z6520 E DOZER, CRAWLER, 181-250HP 1.00 HR 57.10 1.00 57.10 57.10 TOTAL 2.00 83.85 1.00 57.10 140.94 COFCB10G 1 eqoprmed + 1 sheepsfoot roller, S/P, vib PROD = 100% CREW HOURS = 974 MIL B-EQOPRMEDL Equip. Operators, Medium 1.00 HR 47.32 1.00 47.32 47.32 MIL B-LABORER L Laborers, (Semi-Skilled) 0.50 HR 36.52 0.50 18.26 18,26 GEN R4515580 E ROLLER, VIB, SD, SP 13.OT 1.00 HR 48.79 1,00 48.79 48.79 TOTAL 1.50 65.58 1.00 48.79 114.38 COFWB59 1 trkdvrhv + 1 water tanker, 5,000 gal PROD = 100% CREW HOURS = 1169 MIL B-TRKDVRHVL Truck Drivers, Heavy 1.00 HR 43.95 1.00 43.95 43.95 GEN T5017520 E TRUCK, HWY 55,000 (24,948KG)GVW 1.00 HR 36.53 1.00 36.53 36.53 GEN T45Z7280 E TRAILER, WATER TANKER, 5000GAL 1.00 HR 10.10 1.00 10.10 10.10 TOTAL 1.00 43.95 2.00 46.63 90.58 CPIDB19 5 piledrvrs + 1 crane, crawler,drag/clam, 50 ton PROD = .100% CREW HOURS = 21 MIL B-PILEDRVRF Pile Drivers 1.00 HR 44,06 1.00 44.06 44.06 MIL B-PILEDRVRL Pile Drivers 4.00 HR 43.06 4.00 172.23 172.23 MIL B-EQOPRCRNL Equip. Operators, Crane/Shovel 2.00 HR 47.93 2.00 95.86 95.86 MIL B-EQOPROILL Equip. Operators, Oilers 1.00 HR 46.03 1.00 46.03 46.03 GEN C85Z2395 E DRAGLINE/CLAMSHELL,CRWLR, 2.0CY 1.00 HR 74.93 1.00 74.93 74.93 GEN P10Z4840 E PILE LEADS, SWING, 26"W X 8"D 1.00 HR 6.19 1.00 6.19 6.19 GEN P20Z4880 E PILE HAMMER,DBL, 18,100FT-LBS 1.00 HR 34.91 1.00 34.91 34.91 GEN A15Z0180 E AIR COMPRESSOR,1,200CFM, 100 PS 1.00 HR 41.13 1.00 41.13 41.13 GEN A20Z0490 E AIR HOSE,3.0"X 100'L (76MMX 31M 1.00 HR 1.18 1,00 1.18 1.18 TOTAL 8.00 358.18 5.00 158.32 516.50 SIWWE14 1 welder + 1 welder, 300 amp, trailer mtd PROD = 100% CREW HOURS = 54 MIL B-WELDERS F Welders, Structural Steel 1.00 HR 58.26 1.00 58.26 58.26 GEN W35Z8640 E WELDER, 300AMP, TRAILER MTD 1.00 HR 5.15 1.00 .5.15 5.15 TOTAL 1.00 58.26 1.00 5.15 63.41 LABOR ID: LAOOS EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of Ens TIME 09:28:54 Eff. Date 05/16 00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate BACKUP PAGE 2 ** LABOR BACKUP ** **** TOTAL **** SRC LABOR ID DESCRIPTION BASE OVERTM TXS/INS FRNG TRVL RATE UOM UPDATE DEFAULT HOURS MIL B-EQOPRCRN Equip. Operators, Crane/Shovel 28.30 0.0% 32.8% 10.35 0.00 47.93 HR 03/14/00 32.62 31329 MIL B-EQOPRMED Equip. Operators, Medium 27.84 0.0% 32.8% 10.35 0.00 47.32 HR 03/14/00 30.27 2974 MIL B-EQOPROIL Equip. Operators, Oilers 26.87 0.0% 32.8% 10.35 0.00 46.03 HR 03/14/00 24.69 31307 MIL B-LABORER Laborers, (Semi-Skilled) 18.18 0.0% 48.7% 9.49 0.00 36.52 HR 03/14/00 23.81 2487 MIL B-PILEDRVR Pile Drivers 25.88 0.0% 41.9% 6.33 0.00 43.06 HR 03/14/00 34.73 107 MIL B-TRKDVRHV Truck Drivers, Heavy 23.22 0.0% 38.0% 11.89 0.00 43.95 HR 03/14/00 24.66 245027 MIL B-WELDERS Welders, Structural Steel 24.18 0.0% 79.6% 13.83 0.00 57.26 HR 03/14/00 39.24 54 MIL X-EQOPRHVY Outside Equip. Operators, Heavy 29.63 0.0% 32.8% 10.35 0.00 49.70 HR 03/14/00 31.93 73971 MIL X-EQOPRLT Outside Equip. Operators, Light 27.51 0.0% 32.8% 10.35 0.00 46.88 HR 03/14/00 28.22 47691 MIL X-EQOPRMED Outside Equip. Operators, Medium 28.73 0.0% 32.8% 10.35 0.00 48.50 HR 03/14/00 30.68 162837 MIL X-EQOPROIL Outside Equip. Oilers 26.87 0.0% 32.8% 10.35 0.00 46.03 HR 03/14/00 24.82 11691 MIL X-LABORER Outside Laborers 18.18 0.0% 43.2% 9.49 0.00 35.51 HR 03/14/00 24.50 69403 MIL X-TRKDVRLT Outside Truck Drivers, Light 22.47 0.0% 38.1% 11.89 0.00 42.91 HR 03/14/00 23.49 80 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:28:54 Eff. Date 05/16/00 PROJECT RPV004: Rancho PV, Maintcn Restoration - Feasibility Estimate Feasibility Estimate BACKUP PAGE 3 ** EQUIPMENT BACKUP ** ** TOTAL ** SRC ID.NO. EQUIPMENT DESCRIPTION DEPR FCCM FUEL FOG TR WR TR REP EQ REP TOTAL RATE HOURS GEN A1520180 AIR COMPRESSOR,1,200CFM, 100 PSI 9.84 2.23 12.56 4.48 0.15 0.03 11.84 41.13 HR 21 GEN A2020490 AIR HOSE,3.0"X 100'L (76MMX 31W) 0.38 0.03 0.76 1.18 HR 21 EP B25ES011 BKT,CLAM, 4.00CY,GEN PURP/SQNOSE 3.57 0.66 3.63 7.87 HR 62570 MAP C85AM003 CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 47.69 13.62 8.01 2.19 67.61 139.13 HR 62571 GEN C85Z2395 DRAGLINE/CLAMSHELL,CRWLR, 2.00Y 27.90 7.04 3.22 1.38 35.39 74.93 HR 21 EP L30KL019 LDR,BELT, 36"X50', 910 TON/HR 2.73 0.59 0.91 0.33 0.36 0.06 4.36 9.34 HR 36000 MAP L40CA006 LDR,FE, WN, 4.50 CY, ARTIC, 966F 19.88 4.68 6.68 3.58 3.76 0.67 23.44 62.69 HR 62280 GEN P1024840 PILE LEADS, SWING, 26"W X 8"D 2.27 0.39 3.52 6.19 HR 21 GEN P2024880 PILE HAMMER,DBL, 18,100FT-LBS 9.99 1.73 1.90 21.29 34.91 HR 21 GEN R4525580 ROLLER, VIB, SD, SP 13.OT 13.74 2.33 6.14 2.48 0.48 0.09 23.53 48.79 HR 974 EP S30KB024 FIXED HT STACKER, 36"X 150' 8.01 1.70 2.93 3.62 0.80 0.14 8.89 26.09. HR 36000 EP S30TS006 PORT TRUSS FRAME CONVY, 36"X 70' 3.39 0.73 0.98 2.06 0.42 0.08 3.77 11.43 HR 36000 MAP T15CA016 DOZER,CWLR, D-8R PS,W/BLADE 16.66 5.85 10.10 3.61 26.16 62.38 HR 11691 EP T15FI003 DOZER,CWLR, FD9,SEMI-U TILT BL 8.44 1.90 3.54 1.60 16.97 32.46 HR 11691 GEN T1526520 DOZER, CRAWLER, 181-250HP 15.85 5.57 7.95 2.84 24.89 57.10 HR 2000 EP T45XX006 TRLR,BOTTM DUMP,32CY,55T 9.30 1.99 0.40 3.49 0.62 9.86 25.67 HR 243858 GEN T4527280 TRAILER, WATER TANKER, 5000GAL 3.00 0.79 1.91 0.57 0.45 0.08 3.30 10.10 HR 1169 EP T50F0001 TRK,HWY, 4,900GVW,4X2, 1/2T-PKUP 1.58 0.27 1.95 0.70 0.14 0.03 1.72 6.38 HR 11691 EP T50IT005 TRK,HWY, 50,080 GVW, 60,000 GCW, 12.36 2.12 8.29 2.96 0.91 0.16 11.64 38.45 HR 243858 GEN T5027520 TRUCK, HWY 55,000 (24,948KG)GVW 10.35 1.78 9.95 3.55 0.97 0.17 9.75 36.53 HR 1169 GEN T5027600 TRUCK, HWY 50,000 (22,680KG)GVW 10.68 1.88 10.56 3.77 1..73 0.31 10.10 39.02 HR 80 GEN W3528640 WELDER, 300AMP, TRAILER MTD 0.83 0.17 2.31 0.69 0.03 0.01 1.12 5.15 HR 54 GEN XX0Z9720 TUG BOAT, 150 - 400HP 8.57 3.06 2.41 1.06 10.56 25.66 HR 3680 GEN XX0Z9725 TUG BOAT, 500 - 800 HP 21.26 7.58 6.00 2.62 26.22 63.68 HR 34740 GEN XX029760 DREDGE BARGE, 100 - 400 TONS 4.96 1.76 1.40 0.61 6.11 14.84 HR 80 GEN XX029770 DREDGE BARGE, 500 - 800 TONS 7.36 2.63 2.08 0.90 9.07 22.03 HR 76646 '\ ( LABOR ID: LA00 EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May20 U.S. ArmyCorps of En s TIME 09:28:54 P Eff. Date 05/1 00 PROJECT RPV004: Rancho PV, Maintcn Restora ion - Feasibility Estimate ERROR REPORT Feasibility Estimate ERROR PAGE 1 No errors detected.. * * * END OF ERROR REPORT * * * \' LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 4. Recommended Plan Initial Construction • • • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 09/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate TITLE PAGE 1 Palos Verdes Dikes (Updated) Prices updated to year 2000 Designed By: U.S. Army Corps of Engineers Estimated By: Ed Mendoza / Juan Dominguez Prepared By: Cost Engineering Section Installation Support Branch Preparation Date: 05/17/00 Effective Date of Pricing: 05/17/00 Est Construction Time': 365 Days Sales Tax: 8.25% This report is not copyrighted, but the information contained herein is For Official Use Only. MCACES GOLD EDITION Composer GOLD Software Copyright (c) 1985-1994 by Building Systems Design, Inc. Release 5.30A LABOR ID: LA000SQUIP ID: NAT99A Currency in DOLLAR, CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May200 U.S. ArmyCorps of En s TIME 08:53:45 Eff. Date 05/1 PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 PROJECT NOTES Feasibility Estimate TITLE PAGE 2 Changes from '98 estimate: Copied PVDKE1 to PVDKE2 and repriced using 2000 labor, equipment and material databases. This project consists of two dike design alternatives. Both alternatives are similar except for the distances from the toe. Alternative I is 200 feet from the toe and Alernative II is 400 feet from the toe. Since Alternative II is further away it would require approximately 30% more material to construct the dikes. Rock placement would basically be sea based on a floating barge except from Stations 0+00 to 5+00. Land based operation may be required for this area. For the sea based operation, it is assumed that the -10 depth is adequate for. barge operation without compromising the barge's loading capacity. Based on a 12/1/97 meeting filter fabric has not yet been considered in the design and will therefore be not included in the estimate. Also, it is assumed that no excavation will be required except for a very small percentage between Stations 0+00 to 5+00 for both aleternatives. Construction would progress from the closest from the shore seaward. Templates would be used to control the alinement and side slopes. Armor stone would be keyed into position such that the long axis of the stone is perpendicular to the face and center line of the breakwater. Rock would be delivered to the job site by barge from Catalina Island. Larger pieces would be retrieved and placed as stated above by the use of experienced crane operators and spotters. Many contractors in the area are very familiar with this type of operation and there would not be any difficulty in getting competent competition. Usual productivity is in the 100 tons per hour in placement per barge placement operation. Suitable stone sources are available within a 100 mile radius of the job site and there is no shortage of material or manpower to construct this project. Based on the 12/1/97 meeting, there will be no real estate and relocation costs and possibly no mitigation costs. The POC at Coastal Design is Brad S. X-3684 and at Coastal Planning is Darrell B. a X-3825. LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 TABLE OF CONTENTS Feasibility Estimate CONTENTS PAGE 1 SUMMARY REPORTS SUMMARY PAGE PROJECT OWNER SUMMARY - Project 1 PROJECT OWNER SUMMARY - Feature 2 PROJECT OWNER SUMMARY - SubFeatr 3 PROJECT OWNER SUMMARY - Bid Item 5 PROJECT INDIRECT SUMMARY - Project 9 PROJECT INDIRECT SUMMARY - Feature 10 PROJECT INDIRECT SUMMARY - SubFeatr 11 PROJECT INDIRECT SUMMARY - Bid Item 13 PROJECT DIRECT SUMMARY - Project 17 PROJECT DIRECT SUMMARY - Feature 18 PROJECT DIRECT SUMMARY - SubFeatr 19 PROJECT DIRECT SUMMARY - Bid Item 21 LABOR COST TO PRIME SUMMARY 25 DETAILED ESTIMATE DETAIL PAGE ' 10. Alternative I (200' From Toe) 05. Mob/Demob 1 10. Stn. 0+00 to 5+00 01. Core Stone 01. Transport Stone 2 02. Place Stone 2 02. Bedding Stone N 01. Transport Stone 3 02. Place Stone 3 ( • 1 03. AStone 01. Transport Stone 4 02. Place Stone 4 20. Stn. 5+00 to 27+70 01. Core Stone 01. Transport Stone 5 02. Place Stone 5 02. Bedding Stone 01. Transport Stone 6 02. Place Stone 6 03. A Stone 01. Transport Stone 7 02. Place Stone 7 20. Alternative II (400' From Toe) 05. Mob/Demob 8 10. Stn. 0+00 to 5+00 01. Core Stone 01. Transport Stone 9 02. Place Stone 9 02. Bedding Stone 01. Transport Stone 10 02. Place Stone 10 03. A Stone 01. Transport Stone 11 02. Place Stone 11 LABOR ID: LA00•EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA wed 7 20U.S. Army s of Eff.lDateMay 05411k PROJECT PVDKE2: Palos Verdes Dikes rp(Update rices updated to year 2000 TIME 08:53:4 TABLE OF CONTENTS Feasibility Estimate CONTENTS PAGE 2 DETAILED ESTIMATE DETAIL PAGE 20. Stn. 5+00 to 27+70 01. Core Stone 01. Transport Stone 12 02. Place Stone 12 02. Bedding Stone 01. Transport Stone 13 02. Place Stone 13 03. A Stone 01. Transport Stone 14 02. Place Stone 14 30. Alternative III 05. Mob/Demob 15 20. Rock Placement 01. Core Stone 01. Transport Stone 16 02. Place Stone 16 02. B-3 Stone 01. Transport Stone 17 02. Place Stone 17 BACKUP REPORTS BACKUP PAGE CREW BACKUP 1 LABOR BACKUP 2 EQUIPMENT BACKUP 3 * * * END TABLE OF CONTENTS * * Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 1 ** PROJECT OWNER SUMMARY - Project ** QUANTITY UOM CONTRACT ENG&DESN SIOH CONTINGN TOTAL COST UNIT COST NOTES 10 Alternative I (200' From Toe) 1.00 JOB 14,903,779 1,192,302 965,765 2,559,277 19,621,123 19621123 20 Alternative II (400' From Toe) 1.00 JOB 20,466,142 1,637,291 1,326,206 3,514,446 26,944,085 26944085 30 Alternative III 1.00 JOB 4,873,582 389,887 315,808 836,891 6,416,168 6416168 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 40,243,502 3,219,480 2,607,779 6,910,614 52,981,376 52981376 ( `` ( (e-\ • LABOR ID: LAOO�EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2111, U.S. ArmyCorpss of En a TIME 08:53:45 Eff. Date 0 PROJECT PVDKE2: Palos Verdes Dikes (Updated) rices updated to year 2000 Feasibility Estimate SUMMARY PAGE 2 ** PROJECT OWNER SUMMARY - Feature ** QUANTITY UOM CONTRACT ENG&DESN SIOH CONTINGN TOTAL COST UNIT COST NOTES 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 10.10 Stn. 0+00 to 5+00 1.00 JOB 2,296,947 183,756 148,842 394,432 3,023,977 3023977 10.20 Stn. 5+00 to 27+70 1.00 JOB 12,484,690 998,775 809,008 2,143,871 16,436,345 16436345 TOTAL Alternative I (200' From Toe) 1.00 JOB 14,903,779 1,192,302 965,765 2,559,277 19,621,123 19621123 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 20.10 Stn. 0+00 to 5+00 1.00 JOB 1,791,858 143,349 116,112 307,698 2,359,016 2359016 20.20 Stn. 5+00 to 27+70 1.00 JOB 18,552,143 1,484,171 1,202,179 3,185,774 24,424,267 24424267 TOTAL Alternative II (400' From Toe) 1.00 JOB 20,466,142 1,637,291 1,326,206 3,514,446 26,944,085 26944085 30 Alternative III 30.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 30.20 Rock Placement 1.00 JOB 4,751,440 380,115 307,893 815,917 6,255,366 6255366 TOTAL Alternative III 1.00 JOB 4,873,582 389,887 315,808 836,891 6,416,168 6416168 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 40,243,502 3,219,480 2,607,779 6,910,614 52,981,376 52981376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOQEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 3 ** PROJECT OWNER SUMMARY - SubFeatr ** QUANTITY UOM CONTRACT ENG&DESN SIOH CONTINGN TOTAL COST UNIT COST NOTES 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 24356.00 TON 857,810 68,625 55,586 147,303 1,129,324 46.37 10.10.02 Bedding Stone 18421.00 TON 774,520 61,962 50,189 133,001 1,019,671 55.35 10.10.03 A Stone 10658.00 TON 664,618 53,169 43,067 114,128 874,983 82.10 TOTAL Stn. 0+00 to 5+00 1.00 JOB 2,296,947 183,756 148,842 394,432 3,023,977 3023977 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 82582.00 TON 2,837,421 226,994 183,865 487,242 3,735,521 45.23 10.20.02 Bedding Stone 76976.00 TON 3,138,392 251,071 203,368 538,925 4,131,756 53.68 10.20.03 A Stone 109968.00 TON 6,508,878 520,710 421,775 1,117,705 8,569,068 77.92 TOTAL Stn. 5+00 to 27+70 1.00 JOB 12,484,690 998,775 809,008 2,143,871 16,436,345 16436345 1 TOTAL Alternative I (200' From Toe) 1.00 JOB 14,903,779 1,192,302 965,765 2,559,277 19,621,123 19621123 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974. 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 20.10 Stn. 0+00 to 5+00 20.10.01 Core Stone 19625.00 TON 688,046 55,044 44,585 118,151 905,827 46.16 20.10.02 Bedding Stone 14866.00 TON 621,013 49,681 40,242 106,640 817,576 55.00 20.10.03 A Stone 7744.00 TON 482,798 38,624 31,285 82,906 635,614 82.08 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,791,858 143,349 116,112 307,698 2,359,016 2359016 20.20 Stn. 5+00 to 27+70 20.20.01 Core Stone 134591.00 TON 4,624,340 369,947 299,657 794,092 6,088,036 45.23 20.20.02 Bedding Stone 114652.00 TON 4,674,411 373,953 302,902 802,690 6,153,956 53.68 20.20.03 A Stone 156319.00 TON 9,253,392 740,271 599,620 1,588,992 12,182,275 77.93 LABOR ID: LAOOCO EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 20 U.S. Army Corps of En rs TIME 08:53:4 Eff. Date 05 PROJECT PVDKE2: Palos Verdes Dikes (Updated) rices updated to year 2000 Feasibility Estimate SUMMARY PAGE 4 ** PROJECT OWNER SUMMARY - SubFeatr ** QUANTITY UOM CONTRACT ENG&DESN SION CONTINGN TOTAL COST UNIT COST NOTES TOTAL Stn. 5+00 to 27+70 1.00 JOB 18,552,143 1,484,171 1,202,179 3,185,774 24,424,267 24424267 TOTAL Alternative II (400' From Toe) 1.00 JOB 20,466,142 1,637,291 1,326,206 3,514,446 26,944,085 26944085 30 Alternative III 30.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 30.20 Rock Placement 30.20.01 Core Stone 55000.00 TON 1,896,639 151,731 122,902 325,691 2,496,963 45.40 30.20.02 B-3 Stone 70000.00 TON 2,854,801 228,384 184,991 490,227 3,758,403 53.69 TOTAL Rock Placement 1.00 JOB 4,751,440 380,115 307,893 815,917 6,255,366 6255366 TOTAL Alternative III 1.00 JOB 4,873,582 389,887 315,808 836,891 6,416,168 6416168 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 40,243,502 3,219,480 2,607,779 6,910,614 52,981,376 52981376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 5 ** PROJECT OWNER SUMMARY - Bid Item ** QUANTITY UOM CONTRACT ENG&DESN SIOH CONTINGN TOTAL COST UNIT COST NOTES 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 • 20,974 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 10.10.01. 01 Transport Stone 24356.00 TON 374,299 29,944 24,255 64,275 492,773 20.23 10.10.01. 02 Place Stone 24356.00 TON 483,510 38,681 31,331 83,028 636,551 26.14 TOTAL Core Stone 24356.00 TON 857,810 68,625 55,586 147,303 1,129,324 46.37 10.10.02 Bedding Stone 10.10.02. 01 Transport Stone 18421.00 TON 290,738 23,259 18,840 49,926 382,763 20.78 10.10.02. 02 Place Stone 18421.00 TON 483,781 38,703 31,349 83,075 636,908 34.58 ...�,�. TOTAL Bedding Stone 18421.00 TON 774,520 61,962 50,189 133,001 1,019,671 55.35 10.10.03 A Stone 10.10.03. 01 Transport Stone 10658.00 TON 168,341 13,467 10,908 28,907 221,624 20.79 10.10.03. 02 Place Stone 10658.00 TON 496,277 39,702 32,159 85,221 653,359 61.30 TOTAL A Stone 10658.00 TON 664,618 53,169 43,067 114,128 874,983 82.10 TOTAL Stn. 0+00 to 5+00 1.00 JOB 2,296,947 183,756 148,842 394,432 3,023,977 3023977 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 10.20.01. 01 Transport Stone 82582.00 TON 1,304,061 104,325 84,503 223,933 1,716,822 20.79 10.20.01. 02 Place Stone 82582.00 TON 1,533,360 122,669 99,362 263,309 2,018,699 24.44 TOTAL Core Stone 82582.00 TON 2,837,421 226,994 183,865 487,242 3,735,521 45.23 10.20.02 Bedding Stone 10.20.02. 01 Transport Stone 76976.00 TON 1,215,418 97,233 78,759 208,712 1,600,122 20.79 10.20.02. 02 Place Stone 76976.00 TON 1,922,974 153,838 124,609 330,213 2,531,634 32.89 • LABOR ID: LAOO•EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 7 200U.S. Army ps of En s Eff.lDatey 05/1, PROJECT PVDKE2: Palos Verdes Dikes r(Updated ices updated to year 2000 TIME 08:53:45 Feasibility Estimate SUMMARY PAGE 6 ** PROJECT OWNER SUMMARY - Bid Item ** QUANTITY UOM CONTRACT ENG&DESN SIGH CONTINGN TOTAL COST UNIT COST NOTES TOTAL Bedding Stone 76976.00 TON 3,138,392 251,071 203,368 538,925 4,131,756 53.68 ' 10.20.03 A Stone • 10.20.03. 01 Transport Stone 109968.00 TON 1,736,270 138,902 112,510 298,152 2,285,834 20.79 10.20.03. 02 Place Stone 109968.00 TON 4,772,608 381,809 309,265 819,552 6,283,234 57.14 TOTAL A Stone 109968.00 TON 6,508,878 520,710 421,775 1,117,705 8,569,068 77.92 TOTAL Stn. 5+00 to 27+70 1.00 JOB 12,484,690 998,775 809,008 2,143,871 16,436,345 16436345 TOTAL Alternative I (200' From Toe) 1.00 JOB 14,903,779 1,192,302 965,765 2,559,277 19,621,123 19621123 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 20.10 Stn. 0+00 to 5+00 20.10.01 Core Stone 20.10.01. 01 Transport Stone 19625.00 TON 309,811 24,785 20,076 53,201 407,873 20.78 20.10.01. 02 Place Stone 19625.00 TON 378,235 30,259 24,510 64,951 497,954 25.37 TOTAL Core Stone 19625.00 TON 688,046 55,044 44,585 118,151 905,827 46.16 20.10.02 Bedding Stone 20.10.02. 01 Transport Stone 14866.00 TON 234,832 18,767 15,217 40,325 309,160 20.80 20.10.02. 02 Place Stone 14866.00 TON 386,181 30,895 25,025 66,315 508,416 34.20 TOTAL Bedding Stone 14866.00 TON 621,013 49,681 40,242 106,640 817,576 55.00 20.10.03 A Stone 20.10.03. 01 Transport Stone 7744.00 TON 122,070 9,766 7,910 20,962 160,708 20.75 20.10.03. 02 Place Stone 7744.00 TON 360,728 28,858 23,375 61,944 474,906 61.33 TOTAL A Stone 7744.00 TON 482,798 38,624 31,285 82,906 635,614 ' 82.08 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,791,858 143,349 116,112 307,698 2,359,016 2359016 20.20 Stn. 5+00 to 27+70 • LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 7 ** PROJECT OWNER SUMMARY - Bid Item ** QUANTITY UOM CONTRACT ENG&DESN SIOH CONTINGN TOTAL COST UNIT COST NOTES 20.20.01 Core Stone 20.20.01. 01 Transport Stone 134591.00 TON 2,125,252 ' 170,020 137,716 364,948 2,797,936 20.79 20.20.01. 02 Place Stone 134591.00 TON 2,499,088 199,927 161,941 429,143 3,290,100 24.45 TOTAL Core Stone 134591.00 TON 4,624,340 369,947 299,657 794,092 6,088,036 45.23 20.20.02 Bedding Stone 20.20.02. 01 Transport Stone 114652.00 TON 1,810,394 144,832 117,314 310,881 2,383,420 20.79 20.20.02. 02 Place Stone 114652.00 TON 2,864,017 229,121 185,588 491,809 3,770,535 32.89 TOTAL Bedding Stone 114652.00 TON 4,674,411 373,953 302,902 802,690 6,153,956 53.68 20.20.03 A Stone 20.20.03. 01 Transport Stone 156319.00 TON 2,468,454 197,476 159,956 423,883 3,249,770 20.79 20.20.03. 02 Place Stone 156319.00 TON 6,784,938 542,795 439,664 1,165,109 8,932,506 57.14 TOTAL A Stone 156319.00 TON 9,253,392 740,271 599,620 1,588,992 12,182,275 77.93 TOTAL Stn. 5+00 to 27+70 1.00 JOB 18,552,143 1,484,171 1,202,179 3,185,774 24,424,267 24424267 TOTAL Alternative II (400' From Toe) 1.00 JOB 20,466,142 1,637,291 1,326,206 3,514,446 26,944,085 26944085 30 Alternative III 30.05 Mob/Demob ' 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 TOTAL Mob/Demob 1.00 JOB 122,141 9,771 7,915 20,974 160,802 160801.50 30.20 Rock Placement 30.20.01 Core Stone 30.20.01. 01 Transport Stone 55000.00 TON 873,819 69,906 56,623 150,052 1,150,400 20.92 30.20.01. 02 Place Stone 55000.00 TON 1,022,820 81,826 66,279 175,639 1,346,563 24.48 TOTAL Core Stone 55000.00 TON 1,896,639 151,731 122,902 325,691 2,496,963 45.40 • 30.20.02 B-3 Stone 30.20.02. 01 Transport Stone 70000.00 TON 1,105,899 88,472 71,662 189,905 1,455,939 20.80 30.20.02. 02 Place Stone 70000.00 TON 1,748,902 139,912 113,329 300,321 2,302,464 32.89 LABOR ID: LA00 i,QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA 1111 Wed 17 May 200 U.S. Army Corps of En s TIME 08:53:45 Eff. Date 05/� • PROJECT PVDKE2: Palos Verdes Dikes (Updated ices updated to year 2000 Feasibility Estimate SUMMARY PAGE 8 ** PROJECT OWNER SUMMARY - Bid Item •• QUANTITY UOM CONTRACT ENC&DESN SION CONTINGN TOTAL COST UNIT COST NOTES • TOTAL B-3 Stone 70000.00 TON 2,854,801 228,384 184,991 490,227 3,758,403 53.69 TOTAL Rock Placement 1.00 JOB 4,751,440 380,115 307,893 815,917 6,255,366 6255366 TOTAL Alternative III 1.00 JOB 4,873,582 389,887 315,808 836,891 6,416,168 6416168 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 40,243,502 3,219,480 2,607,779 6,910,614 52,981,376 52981376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVbKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 ' Feasibility Estimate SUMMARY PAGE 9 ** PROJECT INDIRECT SUMMARY - Project ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 1.00 JOB 12,202,077 1,220,208 536,891 837,551 107,052 14,903,779 14903779 20 Alternative II (400' From Toe) 1.00 JOB 16,756,115 1,675,612 737,269 1,150,140 147,006 20,466,142 20466142 30 Alternative III 1.00 JOB 3,990,117 399,012 175,565 273,882 35,006 4,873,582 4873582 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 32,948,309 3,294,831 1,449,726 2,261,572 289,065 40,243,502 40243502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 1 '%J • LABOR ID: LAOO�EQUIP ID: NAT99A Currency in DOLLA� CREW ID: NATOOA UPB ID: UPOOEA Wed 2011Ik U.S. Army Eff. Date 17 May 05 PROJECT PVDKE2: Palos Verdes Dikes r(Updated ps of E�rices updated to year 2000 TIME 08:53:4 Feasibility Estimate SUMMARY PAGE 10 •� PROJECT INDIRECT SUMMARY - Feature •• QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 10.10 Stn. 0+00 to 5+00 1.00 JOB 1,880,565 188,057 82,745 129,082 16,499 2,296,947 2296947 10.20 Stn. 5+00 to 27+70 1.00 JOB 10,221,512 1,022,151 449,747 701,605 89,676 12,484,690 12484690 TOTAL Alternative I (200' From Toe) 1.00 JOB 12,202,077 1,220,208 536,891 837,551 107,052 14,903,779 14903779 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 20.10 Stn. 0+00 to 5+00 1.00 JOB 1,467,036 146,704 64,550 100,697 12,871 1,791,858 1791858 20.20 Stn. 5+00 to 27+70 1.00 JOB 15,189,079 1,518,908 668,319 1,042,578 133,258 18,552,143 18552143 TOTAL Alternative II (400' From Toe) 1.00 JOB 16,756,115 1,675,612 737,269 1,150,140 147,006 20,466,142 20466142 30 Alternative III 30.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 30.20 Rock Placement 1.00 JOB 3,890,117 389,012 171,165 267,018 34,129 4,751,440 4751440 TOTAL Alternative III 1.00 JOB 3,990,117 399,012 175,565 273,882 35,006 4,873,582 4873582 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 32,948,309 3,294,831 1,449,726 2,261,572 289,065 40,243,502 40243502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIGH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 11 ** PROJECT INDIRECT SUMMARY - SubFeatr ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 24356.00 TON 702,309 70,231 30,902 48,207 6,162 857,810 35.22 10.10.02 Bedding Stone 18421.00 TON 634,118 63,412 27,901 43,526 5,563 774,520 42.05 10.10.03 A Stone 10658.00 TON 544,138 54,414 23,942 37,350 4,774 664,618 62.36 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,880,565 188,057 82,745 129,082 16,499 2,296,947 2296947 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 82582.00 TON 2,323,063 232,306 102,215 159,455 20,381 2,837,421 34.36 10.20.02 Bedding Stone 76976.00 TON 2,569,476 256,948 113,057 176,369 22,543 3,138,392 40.77 10.20.03 A Stone 109968.00 TON 5,328,973 532,897 234,475 365,781 46,753 6,508,878 59.19 TOTAL Stn. 5+00 to 27+70 1.00 JOB 10,221,512 1,022,151 449,747 701,605 89,676 12,484,690 12484690 TOTAL Alternative I (200' From Toe) 1.00 JOB 12,202,077 1,220,208 536,891 837,551 107,052 14,903,779 14903779 \ 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 20.10 Stn. 0+00 to 5+00 20.10.01 Core Stone 19625.00 TON 563,320 56,332 24,786 38,666 4,942 688,046 35.06 20.10.02 Bedding Stone 14866.00 TON 508,438 50,844 22,371 34,899 4,461 621,013 41.77 20.10.03 A Stone 7744.00 TON 395,278 39,528 17,392 27,132 3,468 482,798 62.34 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,467,036 146,704 64,550 100,697 12,871 1,791,858 1791858 20.20 Stn. 5+00 to 27+70 20.20.01 Core Stone 134591.00 TON 3,786,057 378,606 166,586 259,875 33,216 4,624,340 34.36 20.20.02 Bedding Stone 114652.00 TON 3,827,051 382,705 168,390 262,689 33,576 4,674,411 40.77 20.20.03 A Stone 156319.00 TON 7,575,971 757,597 333,343 520,015 66,466 9,253,392 59.20 LABOR ID: LA000•QUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 1110 Wed 17 May 20 U.S. Army Corps of En s TIME 08:53:45 Eff. Date 05� PROJECT PVDKE2: Palos Verdes Dikes (Updated ices updated t0 year 2000 Feasibility Estimate SUMMARY PAGE 12 ** PROJECT INDIRECT SUMMARY - SubFeatr •* QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST TOTAL Stn. 5+00 to 27+70 1.00 JOB 15,189,079 1,518,908 668,319 1,042,578 133,258 18,552,143 18552143 TOTAL Alternative II (400' From Toe) 1.00 JOB 16,756,115 1,675,612 737,269 1,150,140 147,006 20,466,142 20466142 30 Alternative III 30.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 30.20 Rock Placement 30.20.01 Core Stone 55000.00 TON 1,552,823 155,282 68,324 106,586 13,623 1,896,639 34.48 30.20.02 8-3 Stone 70000.00 TON 2,337,294 233,729 102,841 160,432 20,506 2,854,801 40.78 TOTAL Rock Placement 1.00 JOB 3,890,117 389,012 171,165 267,018 34,129 4,751,440 4751440 TOTAL Alternative III 1.00 JOB 3,990,117 399,012 175,565 273,882 35,006 4,873,582 4873582 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 32,948,309 3,294,831 1,449,726 2,261,572 289,065 40,243,502 40243502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 • LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 13 • ** PROJECT INDIRECT SUMMARY - Bid Item ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 10.10.01. 01 Transport Stone 24356.00 TON 306,448 30,645 13,484 21,035 2,689 374,299 15.37 10.10.01. 02 Place Stone 24356.00 TON 395,861 39,586 17,418 27,172 3,473 483,510 19.85 TOTAL Core Stone 24356.00 TON 702,309 70,231 30,902 48,207 6,162 857,810 35.22 10.10.02 Bedding Stone 10.10.02. 01 Transport Stone 18421.00 TON 238,034 23,803 10,474 16,339 2,088 290,738 15.78 10.10.02. 02 Place Stone 18421.00 TON 396,083 39,608 17,428 27,187 3,475 483,781 26.26 TOTAL Bedding Stone 18421.00 TON 634,118 63,412 27,901 43,526 5,563 774,520 42.05 '�•• 10.10.03 A Stone 10.10.03. 01 Transport Stone 10658.00 TON 137,824 13,782 6,064 9,460 1,209 168,341 15.79 10.10.03. 02 Place Stone 10658.00 TON 406,314 40,631 17,878 27,889 3,565 496,277 46.56 TOTAL A Stone 10658.00 TON 544,138 54,414 23,942 37,350 4,774 664,618 62.36 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,880,565 188,057 82,745 129,082 16,499 2,296,947 2296947 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 10.20.01. 01 Transport Stone 82582.00 TON 1,067,666 106,767 46,977 73,285 9,367 1,304,061 15.79 10.20.01. 02 Place Stone 82582.00 TON 1,255,398 125,540 55,238 86,171 11,014 1,533,360 18.57 TOTAL Core Stone 82582.00 TON 2,323,063 232,306 102,215 159,455 20,381 2,837,421 34.36 10.20.02 Bedding Stone 10.20.02. 01 Transport Stone 76976.00 TON 995,092 99,509 43,784 68,303 8,730 1,215,418 15.79 10.20.02. 02 Place Stone 76976.00 TON 1,574,384 157,438 69,273 108,066 13,813 1,922,974 24.98 LABOR ID: LAOO�EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 20 U.S. Army Corps of EnSs TIME 08:53:45 Eff. Date 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated) rices updated to year 2000 Feasibility Estimate SUMMARY PAGE 14 ** PROJECT INDIRECT SUMMARY - Bid Item.** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST TOTAL Bedding Stone 76976.00 TON 2,569,476 256,948 113,057 176,369 22,543 3,138,392 40.77 10.20.03 A Stone 10.20.03. 01 Transport Stone 109968.00 TON 1,421,525 142,153 62,547 97,573 12,471 1,736,270 15.79 10.20.03. 02 Place Stone 109968.00 TON 3,907,447 390,745 171,928 268,207 34,281 4,772,608 43.40 TOTAL A Stone 109968.00 TON 5,328,973 532,897 234,475 365,781 46,753 6,508,878 59.19 TOTAL Stn. 5+00 to 27+70 1.00 JOB 10,221,512 1,022,151 449,747 701,605 89,676 12,484,690 12484690 TOTAL Alternative I (200' From Toe) 1.00 JOB 12,202,077 1,220,208 536,891 837,551 107,052 14,903,779 14903779 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 20.10 Stn. 0+00 to 5+00 ._. 20.10.01 Core Stone 20.10.01. 01 Transport Stone 19625.00 TON 253,650 25,365 11,161 17,411 2,225 309,811 15.79 20.10.01. 02 Place Stone 19625.00 TON 309,670 30,967 13,625 21,256 2,717 378,235 19.27 TOTAL Core Stone 19625.00 TON 563,320 56,332 24,786 38,666 4,942 688,046 35.06 20.10.02 Bedding Stone 20.10.02. 01 Transport Stone 14866.00 TON 192,262 19,226 8,460 13,197 1,687 234,832 15.80 20.10.02. 02 Place Stone 14866.00 TON 316,176 31,618 13,912 21,702 2,774 386,181 25.98 TOTAL Bedding Stone 14866.00 TON 508,438 50,844 22,371 34,899 4,461 621,013 41.77 20.10.03 A Stone 20.10.03. 01 Transport Stone 7744.00 TON 99,942 9,994 4,397 6,860 877 122,070 15.76 20.10.03. 02 Place Stone 7744.00 TON 295,337 29,534 12,995 20,272 2,591 360,728 46.58 TOTAL A Stone 7744.00 TON 395,278 39,528 17,392 27,132 3,468 482,798 62.34 TOTAL Stn. 0+00 to 5+00 1.00 JOB 1,467,036 146,704 64,550 100,697 12,871 1,791,858 1791858 20.20 Stn. 5+00 to 27+70 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOBA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Bff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 15 ** PROJECT INDIRECT SUMMARY - Bid Item ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 20.20.01 Core Stone 20.20.01. 01 Transport Stone 134591.00 TON 1,739,994 173,999 76,560 119,433 15,265 2,125,252 15.79 20.20.01. 02 Place Stone 134591.00 TON 2,046,063 204,606 90,027 140,442 17,951 2,499,088 18.57 TOTAL Core Stone 134591.00 TON 3,786,057 378,606 166,586 259,875 33,216 4,624,340 34.36 20.20.02 Bedding Stone 20.20.02. 01 Transport Stone 114652.00 TON 1,482,213 148,221 65,217 101,739 13,004 1,810,394 15.79 20.20.02. 02 Place Stone 114652.00 TON 2,344,838 234,484 103,173 160,950 20,572 2,864,017 24.98 TOTAL Bedding Stone 114652.00 TON 3,827,051 382,705 168,390 262,689 33,576 4,674,411 40.77 20.20.03 A Stone 20.20.03. 01 Transport Stone 156319.00 TON 2,020,982 202,098 88,923 138,720 17,731 2,468,454 15.79 20.20.03. 02 Place Stone 156319.00 TON 5,554,989 555,499 244,420 381,294 48,735 6,784,938 43.40 TOTAL A Stone 156319.00 TON 7,575,971 757,597 333,343 520,015 66,466 9,253,392 59.20 TOTAL Stn. 5+00 to 27+70 1.00 JOB 15,189,079 1,518,908 668,319 1,042,578 133,258 18,552,143 18552143 TOTAL Alternative II (400' From Toe) 1.00 JOB 16,756,115 1,675,612 737,269 1,150,140 147,006 20,466,142 20466142 . 1 30 Alternative III 30.05 Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 TOTAL Mob/Demob 1.00 JOB 100,000 10,000 4,400 6,864 877 122,141 122141.33 30.20 Rock Placement 30.20.01 Core Stone 30.20.01. 01 Transport Stone 55000.00 TON 715,416 71,542 31,478 49,106 6,277 873,819 15.89 30.20.01. 02 Place Stone 55000.00 TON 837,407 83,741 36,846 57,480 7,347 1,022,820 18.60 TOTAL Core Stone 55000.00 TON 1,552,823 155,282 68,324 106,586 13,623 1,896,639 34.48 30.20.02 B-3 Stone 30.20.02. 01 Transport Stone 70000.00 TON 905,426 90,543 39,839 62,148 7,944 1,105,899 15.80 30.20.02. 02 Place Stone 70000.00 TON 1,431,867 143,187 63,002 98,283 12,562 1,748,902 24.98 LABOR ID: LAOO•EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 7 200U.S. Army s of En s Eff.lDateMay 05/11110 PROJECT PVDKE2: Palos Verdes Dikes rp(Updated) ices updated to year 2000 TIME 08:53:45 Feasibility Estimate SUMMARY PAGE 16 ** PROJECT INDIRECT SUMMARY - Bid Item ** QUANTITY VOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST TOTAL B-3 Stone 70000.00 TON 2,337,294 233,729 102,841 160,432 20,506 2,854,801 40.78 TOTAL Rock Placement 1.00 JOB 3,890,117 389,012 171,165 267,018 34,129 4,751,440 4751440 TOTAL Alternative III 1.00 JOB 3,990,117 399,012 175,565 273,882 35,006 4,873,582 4873582 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 32,948,309 3,294,831 1,449,726 2,261,572 289,065 40,243,502 40243502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 • LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • ; Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 17 ** PROJECT DIRECT SUMMARY - Project ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 1.00 JOB 48,177 2,307,613 4,426,925 5,467,539 12,202,077 12202077 20 Alternative II (400' From Toe) 1.00 JOB 66,444 3,183,130 6,043,166 7,529,819 16,756,115 16756115 30 Alternative III 1.00 JOB 18,506 886,628 1,350,380 1,753,109 3,990,117 3990117 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 133,127 6,377,371 11820472 14750466 32,948,309 32948309 FIELD OFFICE OVERHEAD 3,294,831 SUBTOTAL 36,243,140 HOME OFC 1,449,726 SUBTOTAL 37,692,866 PROFIT 2,261,572 SUBTOTAL 39,954,438 BOND 289,065 TOTAL INCL INDIRECTS 40,243,502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 LABOR ID: LAOOD�EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 20 U.S. Army Corps of Encs TIME 08:53:4 Eff. Date 05 PROJECT PVDKE2: Palos Verdes Dikes (Updated rices updated to year 2000 Feasibility Estimate SUMMARY PAGE 18 ** PROJECT DIRECT SUMMARY - Feature ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 10.10 Stn. 0+00 to 5+00 1.00 JOB 8,393 401,549 667,462 811,555 1,880,565 1880565 10.20 Stn. 5+00 to 27+70 1.00 JOB 39,784 1,906,065 3,659,463 4,655,984 10,221,512 10221512 TOTAL Alternative I (200' From Toe) 1.00 JOB 48,177 2,307,613 4,426,925 5,467,539 12,202,077 12202077 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 20.10 Stn. 0+00 to 5+00 1.00 JOB 6,578 314,935 516,861 635,241 1,467,036 1467036 20.20 Stn. 5+00 to 27+70 1.00 JOB 59,866 2,868,195 5,426,306 6,894,578 15,189,079 15189079 TOTAL Alternative II (400' From Toe) 1.00 JOB 66,444 3,183,130 6,043,166 7,529,819 16,756,115 16756115 30 Alternative III 30.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 30.20 Rock Placement 1.00 JOB 18,506 886,628 1,250,380 1,753,109 3,890,117 3890117 TOTAL Alternative III 1.00 JOB 18,506 886,628 1,350,380 1,753,109 3,990,117 3990117 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 133,127 6,377,371 11820472 14750466 32,948,309 32948309 FIELD OFFICE OVERHEAD 3,294,831 SUBTOTAL 36,243,140 HOME OFC 1,449,726 SUBTOTAL 37,692,866 PROFIT 2,261,572 SUBTOTAL 39,954,438 BOND 289,065 TOTAL INCL INDIRECTS 40,243,502 PE&D 3,21.9,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 19 ** PROJECT DIRECT SUMMARY - SubFeatr ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 24356.00 TON 3,792 181,400 250,927 269,981 702,309 28.84 10.10.02 Bedding Stone 18421.00 TON 2,914 139,429 193,783 300,906 634,118 34.42 10.10.03 A Stone 10658.00 TON 1,687 80,719 222,752 240,668 544,138 51.05 TOTAL Stn. 0+00 to 5+00 1.00 JOB 8,393 401,549 667,462 811,555 1,880,565 1880565 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 82582.00 TON 12,190 584,027 823,632 915,405 2,323,063 28.13 10.20.02 Bedding Stone 76976.00 TON 11,363 544,404 767,674 1,257,397 2,569,476 33.38 10.20.03 A Stone 109968.00 TON 16,231 777,634 2,068,157 2,483,182 5,328,973 48.46 TOTAL Stn. 5+00 to 27+70 1.00 JOB 39,784 1,906,065 3,659,463 4,655,984 10,221,512 10221512 TOTAL Alternative I (200' From Toe) 1.00 JOB 48,177 2,307,613 4,426,925 5,467,539 12,202,077 12202077 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 20.10 Stn. 0+00 to 5+00 20.10.01 Core Stone 19625.00 TON 3,001 143,782 201,998 217,539 563,320 28.70 20.10.02 Bedding Stone 14866.00 TON 2,352 112,539 153,064 242,835 508,438 34.20 20.10.03 A Stone 7744.00 TON 1,225 58,613 161,798 174,867 395,278 51.04 TOTAL Stn. 0+00 to 5+00 1.00 JOB 6,578 314,935 516,861 635,241 1,467,036 1467036 20.20 Stn. 5+00 to 27+70 20.20.01 Core Stone 134591.00 TON 19,867 951,833 1,342,309 1,491,914 3,786,057 28.13 20.20.02 Bedding Stone 114652.00 TON 16,923 810,786 1,143,434 1,872,832 3,827,051 33.38 20.20.03 A Stone 156319.00 TON 23,076 1,105,576 2,940,563 3,529,832 7,575,971 48.46 LABOR ID: LPOOS EQUIP ID: NAT99A Currency in DOLLA• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army Corps TIME 08:53:45 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated)) ices updated to year 2000 Eff. Date • Feasibility Estimate SUMMARY PAGE 20 ** PROJECT DIRECT SUMMARY - SubFeatr ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST TOTAL Stn. 5+00 to 27+70 1.00 JOB 59,866 2,868,195 5,426,306 6,894,578 15,189,079 15189079 TOTAL Alternative II (400' From Toe) 1.00 JOB 66,444 3,183,130 6,043,166 7,529,819 16,756,115 16756115 30 Alternative III 30.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 30.20 Rock Placement 30.20.01 Core Stone 55000.00 TON 8,167 391,284 551,875 609,664 1,552,823 28.23 30.20.02 B-3 Stone 70000.00 TON 10,339 495,344 698,505 1,143,445 2,337,294 33.39 TOTAL Rock Placement 1.00 JOB 18,506 886,628 1,250,380 1,753,109 3,890,117 3890117 TOTAL Alternative III 1.00 JOB 18,506 886,628 1,350,380 1,753,109 3,990,117 3990117 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 133,127 6,377,371 11820472 14750466 32,948,309 32948309 FIELD OFFICE OVERHEAD 3,294,831 SUBTOTAL 36,243,140 HOME OFC 1,449,726 SUBTOTAL 37,692,866 PROFIT 2,261,572 SUBTOTAL 39,954,438 BOND 289,065 TOTAL INCL INDIRECTS 40,243,502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA t': Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 21 ** PROJECT DIRECT SUMMARY - Bid Item ** • QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10 Alternative I (200' From Toe) 10.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 10.10 Stn. 0+00 to 5+00 10.10.01 Core Stone 10.10.01. 01 Transport Stone 24356.00 TON 2,234 108,201 198,2470 306,448 12.58 10.10.01. 02 Place Stone 24356.00 TON 1,558 73,199 52,681 269,981 395,861 16.25 TOTAL Core Stone 24356.00 TON 3,792 181,400 250,927 269,981 702,309 28.84 10.10.02 Bedding Stone 10.10.02. 01 Transport Stone 18421.00 TON 1,736 84,083 153,951 0 238,034 12.92 10.10.02. 02 Place Stone 18421.00 TON 1,178 55,346 39,832 300,906 396,083 21.50 TOTAL Bedding Stone 18421.00 TON 2,914 139,429 193,783 300,906 634,118 34.42 i 10.10.03 A Stone \', j 10.10.03. 01 Transport Stone 10658.00 TON 1,005 48,677 89,148 0 137,824 12.93 10.10.03. 02 Place Stone 10658.00 TON 682 32,042 133,604 240,668 406,314 38.12 TOTAL A Stone 10658.00 TON 1,687 80,719 222,752 240,668 544,138 51.05 TOTAL Stn. 0+00 to 5+00 1.00 JOB 8,393 401,549 667,462 811,555 1,880,565 1880565 10.20 Stn. 5+00 to 27+70 10.20.01 Core Stone 10.20.01. 01 Transport Stone 82582.00 TON 7,786 377,114 690,552 0 1,067,666 12.93 10.20.01. 02 Place Stone 82582.00 TON 4,404 206,913 133,080 915,405 1,255,398 15.20 TOTAL Core Stone 82582.00 TON 12,190 584,027 823,632 915,405 2,323,063 28.13 10.20.02 Bedding Stone 10.20.02. 01 Transport Stone 76976.00 TON 7,257 351,493 643,599 0 995,092 12.93 10.20.02. 02 Place Stone 76976.00 TON 4,106 192,912 124,075 1,257,397 1,574,384 20.45 ' •LABOR ID: LA00EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • rs Wed 17 May 00 U.S. ,Dy Corpsof E rices updated to year 2000 TIME 08:53:4 Eff. Date 05 PROJECT PVDKE2: Palos VerdesDikes (Updated Feasibility Estimate SUMMARY PAGE 22 ** PROJECT DIRECT SUMMARY - Bid Item ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST TOTAL Bedding Stone 76976.00 TON 11,363 544,404 767,674 1,257,397 2,569,476 33.38 10.20.03 A Stone 10.20.03. 01 Transport Stone 109968.00 TON 10,367 502,126 919,399 0 1,421,525 12.93 10.20.03. 02 Place Stone 109968.00 TON 5,864 275,508 1,148,758 2,483,182 3,907,447 35.53 TOTAL A Stone 109968.00 TON 16,231 777,634 2,068,157 2,483,182 5,328,973 48.46 TOTAL Stn. 5+00 to 27+70 1.00 JOB 39,784 1,906,065 3,659,463 4,655,984 10,221,512 10221512 TOTAL Alternative I (200' From Toe) 1.00 JOB 48,177 2,307,613 4,426,925 5,467,539 12,202,077 12202077 20 Alternative II (400' From Toe) 20.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 ( 20.10 Stn. 0+00 to 5+00 20.10.01 Core Stone 20.10.01. 01 Transport Stone 19625.00 TON 1,850 89,605 164,044 0 253,650 12.92 �� 20.10.01. 02 Place Stone 19625.00 TON 1,151 54,177 37,954 217,539 309,670 15.78 \ ') TOTAL Core Stone 19625.00 TON 3,001 143,782 201,998 217,539 563,320 28.70 20.10.02 Bedding Stone 20.10.02. 01 Transport Stone 14866.00 TON 1,402 67,905 124,357 0 192,262 12.93 20.10.02. 02 Place Stone 14866.00 TON 950 44,634 28,707 242,835 316,176 21.27 TOTAL Bedding Stone 14866.00 TON 2,352 112,539 153,064 242,835 508,438 34.20 20.10.03 A Stone 20.10.03. 01 Transport Stone 7744.00 TON 729 35,310 64,632 0 99,942 12.91 20.10.03. 02 Place Stone 7744.00 TON 496 23,304 97,166 174,867 295,337 38.14 TOTAL A Stone 7744.00 TON 1,225 58,613 161,798 174,867 395,278 51.04 TOTAL Stn. 0+00 to 5+00 1.00 JOB 6,578 314,935 516,861 635,241 1,467,036 1467036 20.20 Stn. 5+00 to 27+70 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 23 ** PROJECT DIRECT SUMMARY - Bid Item ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.20.01 Core Stone 20.20.01. 01 Transport Stone 134591.00 TON 12,689 614,590 1,125,404 0 1,739,994 12.93 20.20.01. 02 Place Stone 134591.00 TON 7,178 337,243 216,905 1,491,914 2,046,063 15.20 TOTAL Core Stone 134591.00 TON 19,867 951,833 1,342,309 1,491,914 3,786,057 28.13 20.20.02 Bedding Stone 20.20.02. 01 Transport Stone 114652.00 TON 10,809 523,532 958,680 0 1,482,213 12.93 20.20.02. 02 Place Stone 114652.00 TON 6,114 287,253 184,753 1,872,832 2,344,838 20.45 TOTAL Bedding Stone 114652.00 TON 16,923 810,786 1,143,434 1,872,832 3,827,051 33.38 20.20.03 A Stone 20.20.03. 01 Transport Stone 156319.00 TON 14,738 713,833 1,307,149 0 2,020,982 12.93 20.20.03. 02 Place Stone 156319.00 TON 8,338 391,743 1,633,414 3,529,832 5,554,989 35.54 TOTAL A Stone 156319.00 TON 23,076 1,105,576 2,940,563 3,529,832 7,575,971 48.46 TOTAL Stn. 5+00 to 27+70 1.00 JOB 59,866 2,868,195 5,426,306 6,894,578 15,189,079 15189079 TOTAL Alternative II (400' From Toe) 1.00 JOB 66,444 3,183,130 6,043,166 7,529,819 16,756,115 16756115 30 Alternative III 30.05 Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 30.20 Rock Placement 30.20.01 Core Stone 30.20.01. 01 Transport Stone 55000.00 TON 5,217 252,684 462,732 0 715,416 13.01 30.20.01. 02 Place Stone 55000.00 TON 2,950 138,600 89,143 609,664 837,407 15.23 TOTAL Core Stone 55000.00 TON 8,167 391,284 551,875 609,664 1,552,823 28.23 30.20.02 B-3 Stone 30.20.02. 01 Transport Stone 70000.00 TON 6,603 319,816 585,610 0 905,426 12.93 30.20.02. 02 Place Stone 70000.00 TON 3,736 175,528 112,895 1,143,445 1,431,867 20.46 LABOR ID: LAOO410 EQUIP ID: NAT99A . Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May rCorps TIME 08:53:45 05/ PROJECT PVDKE2: Palos VerdesDikes (Updated)) ices updated to year 2000 Eff. Date Feasibility Estimate SUMMARY PAGE 24 ** PROJECT DIRECT SUMMARY - Bid Item ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST TOTAL B-3 Stone 70000.00 TON 10,339 495,344 698,505 1,143,445 2,337,294 33.39 TOTAL Rock Placement 1.00 JOB 18,506 886,628 1,250,380 1,753,109 3,890,117 3890117 TOTAL Alternative III 1.00 JOB 18,506 886,628 1,350,380 1,753,109 3,990,117 3990117 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 133,127 6,377,371 11820472 14750466 32,948,309 32948309 FIELD OFFICE OVERHEAD 3,294,831 SUBTOTAL 36,243,140 HOME OFC 1,449,726 SUBTOTAL 37,692,866 PROFIT 2,261,572 SUBTOTAL 39,954,438 BOND 289,065 TOTAL INCL INDIRECTS 40,243,502 PE&D 3,219,480 SUBTOTAL 43,462,983 SIOH 2,607,779 SUBTOTAL 46,070,762 CONTING 6,910,614 TOTAL INCL OWNER COSTS 52,981,376 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate SUMMARY PAGE 25 ** LABOR COST TO PRIME SUMMARY ** *** DATABASE *** *** TO PRIME *"* SRC LABOR ID DESCRIPTION TYPE HOURS RATE TOTAL RATE TOTAL MIL B-EQOPRCRN Equip. Operators, Crane/Shovel Laborer 24405.00 47.93 1169790.22 47.93 1169790.22 MIL X-EQOPRMED Outside Equip. Operators, Medium Laborer 82080.00 48.50 3981159.07 48.50 3981159.07 MIL X-EQOPROIL Outside Equip. Oilers Laborer 26642.00 46.03 1226421.84 46.03 1226421.84 Total 133127.00 6377371.14 • LABOR ID: LAOO�EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 7 my s of En Eff,lDateMay 05/11110 PROJECT PVDKE2: Palos Verdes rDikes rp(Updated) ices updated to year 2000 TIME 08:53:4 5 Feasibility Estimate SETTINGS PAGE 1 ** CONTRACTOR SETTINGS ** AMOUNT PCT PCT S RISK DIFF SIZE PERIOD INVEST ASSIST SUBCON PM Prime Contractor FIELD OFFICE OVERHEAD P 10.00 HOME OFC P 4.00 PROFIT P 6.00 BOND C (Class: B) LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers ' TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 1 10. Alternative I (200' From Toe) 10.05. Mob/Demob QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10. Alternative I (200' From Toe) TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 ( N. LABOR ID: LAOOCI,QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA '� Wed 17 May 20AID U.S. Army Corps of En s TIME 08:53:45 Eff. Date 05 PROJECT PVDKE2: Palos Verdes Dikes (Updated)rices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 2 10. Alternative I (200' From Toe) 10.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.10. Stn. 0+00 to 5+00 10.10.01. Core Stone 10.10.01. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 63.00 HR X-EQOPROIL 1.00 63 2,900 0 0 2,900 46.03 GEN PM < > CRANE, FLOATING, 15OTON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 63.00 HR XXOZ9800 1.00 0 0 12,170 0 12,170 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 2171.00 HR X-EQOPRMED 1.00 2,171 105,301 0 0 105,301 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 2171.00 HR XXOZ9725 1.00 0 0 138,249 0 - 138,249 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 2171.00 HR XXOZ9770 1.00 0 0 47,827 0 47,827 22.03 TOTAL Transport Stone 24356 TON 2,234 108,201 198,247 0 306,448 12.58 10.10.01. 02. Place Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 779.00 HR X-EQOPROIL 1.00 779 35,860 0 0 35,860 46.03 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 779.00 HR XX029770 1.00 0 0 17,161 0 17,161 22.03 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 • 47.93 779.00 HR B-EQOPRCRN 1.00 779 37,339 0 0 37,339 47.93 L USR PM <02261 1005 > Purchase Core Stone 0.00 0.00 0.00 11.08 11.08 Random, Dumped from Truck 24356 TON N/A 0.00 0 0 0 269,981 269,981 11.08 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 779.00 HR L4OCA005 1.00 0 0 35,519 0 35,519 45.60 3 CY, ARTICULATED TOTAL Place Stone 24356 TON 1,558 73,199 ' 52,681 269,981 395,861 16.25 TOTAL Core Stone 24356 TON 3,792 181,400 250,927 269,981 702,309 28.84 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 5' Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 3 10. Alternative I (200' From Toe) 10.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.10.02. Bedding Stone 10.10.02. 01. Transport Stone MIL PM < , Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 48.00 HR X-EQOPROIL 1.00 48 2,210 0 0 2,210 46.03 GEN PM c > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M( BOOM 48.00 HR XXOZ9800 1.00 0 0 9,273 0 9,273 193.18 MIL PM e > Tug Operator 1.00 48.50 0.00 0.00 48.50 1688.00 HR X-EQOPRMED 1.00 1,688 81,874 0 0 81,874 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 1688.00 HR XX0Z9725 1.00 0 0 107,492 0 107,492 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 1688.00 HR XXOZ9770 1.00 0 0 37,187 0 37,187 22.03 TOTAL Transport Stone 18421 TON 1,736 84,083 153,951 0 238,034 12.92 10.10.02. 02. Place Stone \'''' MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 589.00 HR X-EQOPROIL 1.00 589 27,114 0 0 27,114 46.03 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 , (453.6 - 725.7MT) 589.00 HR XXOZ9770 1.00 0 0 12,976 0 12,976 22.03 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 589.00 HR B-EQOPRCRN 1.00 589 28,232 0 0 28,232 47.93 L USR PM <02261 1005 , Purchase B- Stone 0.00 0.00 0.00 16.33 16.33 Random, Dumped from Truck 18421 TON N/A 0.00 0 0 0 300,906 300,906 16.33 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 589.00 HR L40CA005 1.00 0 0 26,856 0 26,856 45.60 3 CY, ARTICULATED TOTAL Place Stone 18421 TON 1,178 55,346 39,832 300,906 396,083 21.50 TOTAL Bedding Stone 18421 TON 2,914 139,429 193,783 300,906 634,118 34.42 LABOR ID: LAOOO•QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of Eng TIME 08:53:45 Eff. Date 05/110 PROJECT PVDKE2: Palos Verdes Dikes (Updated)ices updated to year 2000 • DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 4 10-. Alternative I (200' From Toe) 10.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.10.03. A Stone 10.10.03. 01. Transport Stone MIL PM a > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 28.00 HR X-EQOPROIL 1.00 28 1,289 0 0 1,289 46.03 GEN PM < a CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2W) BOOM 28.00 HR XX029800 1.00 0 0 5,409 0 5,409 193.18 MIL PM < aTug Operator 1.00 48.50 0.00 0.00 48.50 977.00 HR X-EQOPRMED 1.00 977 47,388 0 0 47,388 48.50 GEN PM a a TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 ' 0.00 63.68 (373 - 597KW) 977.00 HR XX0Z9725 1.00 0 0 62,215 0 62,215 63.68 GEN PM a a DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) - 977.00 HR XX0Z9770 1.00 0 0 21,523 0 21,523 22.03 TOTAL Transport Stone 10658 TON 1,005 48,677 89,148 0 137,824 12.93 10.10.03. 02. Place Stone \ MIL PM < a Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 341.00 HR X-EQOPROIL 1.00 341 15,697 0 0 15,697 46.03 GEN PM a a CRANE, FLOATING, 350TON, 650HP 0.00 0.00 376.96 0.00 376.96 (318MT, 484KW), 140'(42.7W) BOOM 341.00 HR XX0Z9820 1.00 0 0 128,543 0 128,543 376.96 GEN PM < a DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 341.00 HR XXOZ9760 1.00 0 0 5,060 0 5,060 14.84 MIL PM a > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 341.00 HR B-EQOPRCRN 1.00 341 16,345 0 0 16,345 47.93 L USR PM .02261 1005 a Purchase A- Stone 0.00 0.00 0.00 22.58 22.58 Random, Dumped from Truck 10658 TON N/A 0.00 0 0 0 240,668 240,668 22.58 TOTAL Place Stone 10658 TON 682 32,042 133,604 240,668 406,314 38.12 TOTAL A Stone 10658 TON 1,687 80,719 222,752 240,668 544,138 51.05 TOTAL Stn. 0+00 to 5+00 1.00 JOB 8,393 401,549 667,462 811,555 1,880,565 1880565 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 5 10. Alternative I (200' From Toe) 10.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.20. Stn. 5+00 to 27+70 10.20.01. Core Stone 10.20.01. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 216.00 HR X-EQOPROIL 1.00 216 9,943 0 0 9,943 46.03 GEN PM < > CRANE, FLOATING, 15OTON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 216.00 HR XXOZ9800 1.00 0 0 41,727 0 41,727 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 7570.00 HR X-EQOPRMED 1.00 7,570 367,171 0 0 367,171 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 7570.00 HR XXOZ9725 1.00 0 0 482,058 0 482,058 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 7570.00 HR XXOZ9770 1.00 0 0 166,767 0 166,767 22.03 TOTAL Transport Stone 82582 TON 7,786 377,114 690,552 0 1,067,666 12.93 1 10.20.01. 02. Place Stone ' ,\i MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 2202.00 HR X-EQOPROIL 1.00 2,202 101,366 0 0 101,366 46.03 GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 2202.00 HR XX0Z9760 1.00 0 0 32,678 0 32,678 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 2202.00 HR B-EQOPRCRN 1.00 2,202 105,547 0 0 105,547 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 2202.00 HR L4OCA005 1.00 0 0 100,403 0 100,403 45.60 3 CY, ARTICULATED L USR PM .02261 1005 > Purchase Core Stone 0.00 0.00 0.00 11.08 11.08 Random, Dumped from Truck 82582 TON N/A 0.00 0 0 0 915,405 915,405 11.08 TOTAL Place Stone 82582 TON 4,404 206,913 133,080 915,405 1,255,398 15.20 TOTAL Core Stone 82582 TON 12,190 584,027 823,632 915,405 2,323,063 28.13 LABOR ID: LAOO•EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army Corps of En s TIME 06:53:45• Eff. Date 05/ PROJECT PROJECT PVDKE2: Palos Verdes Dikes (Updated)tLr ices updated to year 2000 DETAILED ESTIMA Feasibility Estima DETAIL PAGE 6 10. Alternative I (200' From Toe) 10.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.20.02. Bedding Stone 10.20.02. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 201.00 HR X-EQOPROIL 1.00 201 9,253 0 0 9,253 46.03 GEN PM < > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M( BOOM 201.00 HR XXOZ9800 1.00 0 0 38,829 0 38,829 193.18 MIL PM < a Tug Operator 1.00 48.50 4.00 0.00 48.50 7056.00 HR X-EQOPRMED 1.00 7,056 342,240 0 0 342,240 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 7056.00 HR XX0Z9725 1.00 0 0 449,326 0 449,326 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 7056.00 HR XXOZ9770 1.00 0 0 155,444 0 155,444 22.03. TOTAL Transport Stone 76976 TON 7,257 351,493 643,599 0 995,092 12.93 10.20.02. 02. Place Stone N MIL PM < a Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 i 2053.00 HR X-EQOPROIL 1.00 2,053 94,507 0 0 94,507 46.03'. GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 2053.00 HR XXOZ9760 1.00 0 0 30,467 0 30,467 14.84. MIL PM < a Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 2053.00 HR B-EQOPRCRN 1.00 2,053 98,405 0 0 98,405 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 2053.00 HR L40CA005 1.00 0 0 93,609 0 93,609 45.60 3 CY, ARTICULATED L USR PM <02261 1005 a Purchase B- Stone 0.00 0.00 0.00 16.33 16.33 Random, Dumped from Truck 76976 TON N/A 0.00 0 0 0 1,257,397 1,257,397 16.33 TOTAL Place Stone 76976 TON 4,106 192,912 124,075 1,257,397 1,574,384 20.45 TOTAL Bedding Stone 76976 TON 11,363 544,404 767,674 1,257,397 2,569,476 33.38 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 7 10. Alternative I (200' From Toe) 10.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 10.20.03. A Stone 10.20.03. 01. Transport Stone MIL PM'< > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 287.00 HR X-EQOPROIL 1.00 287 13,212 0 0 13,212 46.03 GEN PM < s CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 287.00 HR XXOZ9800 1.00 0 0 55,443 0 55,443 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 10080 HR X-EQOPRMED 1.00 10,080 488,914 0 0 488,914 48.50 GEN PM < s TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 10080 HR XXOZ9725 1.00 0 0 641,894 0 641,894 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 10080 HR XX0Z9770 1.00 0 0 222,062 0 222,062 22.03 TOTAL Transport Stone 109968 TON 10,367 502,126 919,399 0 1,421,525 12.93 10.20.03. 02. Place Stone MIL PM < , Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 2932.00 HR X-EQOPROIL 1.00 2,932 134,970 0 0 134,970 46.03 9 GEN PM < > CRANE, FLOATING, 350TON, 650HP 0.00 0.00 376.96 0.00 376.96 (318MT, 484KW), 140'(42.7W) BOOM 2932.00 HR XXOZ9820 1.00 0 0 1,105,247 0 1,105,247 376.96 GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 2932.00 HR XXOZ9760 1.00 0 0 43,511 0 43,511 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 2932.00 HR B-EQOPRCRN 1.00 2,932 140,538 0 0 140,538 47.93 L USR PM <02261 1005 > Purchase A- Stone 0.00 0.00 0.00 22.58 22.58 Random, Dumped from Truck 109968 TON N/A 0.00 0 0 0 2,483,182 2,483,182 22.58 TOTAL Place Stone 109968 TON 5,864 275,508 1,148,758 2,483,182 3,907,447 35.53 TOTAL A Stone 109968 TON 16,231 777,634 2,068,157 2,483,182 5,328,973 48.46 TOTAL Stn. 5+00 to 27+70 1.00 JOB 39,784 1,906,065 3,659,463 4,655,984 10,221,512 10221512 TOTAL Alternative I (200' From Toe) 1.00 JOB 48,177 2,307,613 4,426,925 5,467,539 12,202,077 12202077 LABOR ID: LA000SQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEAIII Wed 17 May 200 U.S. Army Corps of Eng TIME 08:53:45 Eff. Date 05/1 PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 8 20. Alternative II (400' From Toe) 20.05. Mob/Demob QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20. Alternative II (400' From Toe) TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 9 20. Alternative II (400' From Toe) 20.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST • 20.10. Stn. 0+00 to 5+00 20.10.01. Core Stone 20.10.01. 01. Transport Stone MIL PM < , Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 51.00 HR X-EQOPROIL 1.00 51 2,348 0 0 2,348 46.03 GEN PM < > CRANE, FLOATING, 15OTON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 51.00 HR XXOZ9800 1.00 0 0 9,852 0 9,852 193.18 MIL PM < s Tug Operator 1.00 48.50 0.00 0.00 48.50 1799.00 HR X-EQOPRMED 1.00 1,799 87,258 0 0 87,258 48.50 GEN PM < s TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 1799.00 HR XXOZ9725 1.00 0 0 114,560 0 114,560 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 1799.00 HR XXOZ9770 1.00 0 0 39,632 0 39,632 22.03 TOTAL Transport Stone 19625 TON 1,850 89,605 164,044 0 253,650 12.92 \\ 20.10.01. 02. Place Stone MIL PM < s Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 523.00 HR X-EQOPROIL 1.00 523 24,075 0 0 24,075 46.03 • GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 628.00 HR XXOZ9760 1.00 0 0 9,320 0 9,320 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 628.00 HR B-EQOPRCRN 1.00 628 30,102 0 0 30,102 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 628.00 HR L40CA005 1.00 0 0 28,634 0 28,634 45.60 3 CY, ARTICULATED L USR PM <02261 1005 > Purchase Core Stone 0.00 0.00 0.00 11.08 11.08 Random, Dumped from Truck 19625 TON N/A 0.00 0 0 0 217,539 217,539 11.08 TOTAL Place Stone 19625 TON 1,151 54,177 37,954 217,539 309,670 15.78 TOTAL Core Stone 19625 TON 3,001 143,782 201,998 217,539 563,320 28.70 LABOR ID: LAOOO•QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA111/1 • Wed 17 May 20010 U.S. Army Corps of Eng TIME 08:53:45 Eff. Date 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 10 20. Alternative II (400' From Toe) 20.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.10.02. Bedding Stone 20.10.02. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 39.00 HR X-EQOPROIL 1.00 39 1,795 0 0 1,795 46.03 GEN PM e > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250')76.2M) BOOM 39.00 HR XXOZ9800 1.00 0 0 7,534 0 7,534 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 1363.00 HR X-EQOPRMED 1.00 1,363 66,110 0 0 66,110 48.50 GEN PM e > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 1363.00 HR XX059725 1.00 0 0 86,796 0 86,796 63.68 GEN PM < , DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 1363.00 HR XXOZ9770 1.00 0 0 30,027 0 30,027 22.03 TOTAL Transport Stone 14866 TON 1,402 67,905 124,357 0 192,262 12.93 20.10.02. 02. Place Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 475.00 HR X-EQOPROIL 1.00 475 21,866 0 0 21,866 46.03 GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 475.00 HR XX029760 1.00 0 0 7,049 0 7,049 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 475.00 HR 13-EQOPRCRN 1.00 475 22,768 0 0 22,768 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 475.00 HR L40CA005 1.00 0 0 21,658 0 21,658 45.60 3 CY, ARTICULATED L USR PM <02261 1005 > Purchase B- Stone 0.00 0.00 0.00 16.33 16.33 Random, Dumped from Truck 14866 TON N/A 0.00 0 0 0 242,835 242,835 16.33 TOTAL Place Stone 14866 TON 950 44,634 28,707 242,835 316,176 21.27 TOTAL Bedding Stone 14866 TON 2,352 112,539 153,064 242,835 508,438 34.20 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 11 20. Alternative II (400' From Toe) 20.10. Stn. 0+00 to 5+00 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.10.03. A Stone 20.10.03. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 20.00 HR X-EQOPROIL 1.00 20 921 0 0 921 46.03 GEN PM < > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 20.00 HR XXOZ9800 1.00 0 0 3,864 0 3,864 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 709.00 HR X-EQOPRMED 1.00 709 34,389 0 0 34,389 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 709.00 HR XXOZ9725 1.00 0 0 45,149 0 45,149 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 709.00 HR XXOZ9770 1.00 0 0 15,619 0 15,619 22.03 TOTAL Transport Stone 7744.00 TON 729 35,310 64,632 0 99,942 12.91 20.10.03. 02. Place Stone MIL PM < , Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 248.00 HR X-EQOPROIL 1.00 248 11,416 0 0 11,416 46.03 GEN PM < > CRANE, FLOATING, 350T0N, 650HP 0.00 0.00 376.96 0.00 376.96 (318MT, 484KW), 140'(42.7M) BOOM 248.00 HR XXOZ9820 1.00 0 0 93,486 0 93,486 376.96 4. GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 248.00 HR XXOZ9760 1.00 0 0 3,680 0 3,680 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 248.00 HR B-EQOPRCRN 1.00 248 11,887 0 0 11,887 47.93 L USR PM <02261 1005 , Purchase A- Stone 0.00 0.00 0.00 22.58 22.58 Random, Dumped from Truck 7744.00 TON N/A 0.00 0 0 0 174,867 174,867 22.58 TOTAL Place Stone 7744.00 TON 496 23,304 97,166 174,867 295,337 38.14 TOTAL A Stone 7744.00 TON 1,225 58,613 161,798 174,867 395,278 51.04 TOTAL Stn. 0+00 to 5+00 1.00 JOB 6,578 314,935 516,861 635,241 1,467,036 1467036 LABOR ID: LAOOO•QUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 11111 Wed 17 May 200 U.S. Army Corps of En s TIME 08:53:45 Eff. Date 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 • DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 12 20. Alternative II (400' From Toe) 20.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.20. Stn. 5+00 to 27+70 20.20.01. Core Stone 20.20.01. 01. Transport Stone MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 12337 HR X-EQOPRMED 1.00 12,337 598,386 0 0 598,386 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 12337 HR XXOZ9725 1.00 0 0 785,620 0 785,620 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 12337 HR XX0Z9770 1.00 0 0 271,784 0 271,784 22.03 MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 352.00 HR X-EQOPROIL 1.00 352 16,204 0 0 16,204 46.03 GEN PM < > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 352.00 HR XXOZ9800 1.00 0 0 67,999 0 67,999 193.18 TOTAL Transport Stone 134591 TON 12,689 614,590 1,125,404 0 1,739,994 12.93 20.20.01. 02. Place Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 3589.00 HR X-EQOPROIL 1.00 3,589 165,214 0 0 165,214 46.03 - GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 .N ( 90.7 - 362.9MT) 3589.00 HR XXOZ9760 1.00 0 0 53,261 0 53,261 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 3589.00 HR B-EQOPRCRN 1.00 3,589 172,029 0 0 172,029 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 3589.00 HR L4OCA005 1.00 0 0 163,644 0 163,644 45.60 3 CY, ARTICULATED L USR PM <02261 1005 > Purchase Core Stone 0.00 0.00 0.00 11.08 11.08 Random, Dumped from Truck 134591 TON N/A 0.00 0 0 0 1,491,914 1,491,914 11.08 TOTAL Place Stone 134591 TON 7,178 337,243 216,905 1,491,914 2,046,063 15.20 TOTAL Core Stone 134591 TON 19,867 951,833 1,342,309 1,491,914 3,786,057 28.13 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 13 20. Alternative II (400' From Toe) 20.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANNAS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.20.02. Bedding Stone 20.20.02. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 300.00 HR X-EQOPROIL 1.00 300 13,810 0 0 13,810 46.03 GEN PM < > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M) BOOM 300.00 HR XXOZ9800 1.00 0 0 57,954 0 57,954 193.18 MIL PM < a Tug Operator 1.00 48.50 0.00 0.00 48.50 10509 HR X-EQOPRMED 1.00 10,509 509,722 0 0 509,722 48.50 GEN PM < a TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 10509 HR XXOZ9725 1.00 0 (0 669,213 0 669,213 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 10509 HR XX0Z9770 1.00 0 0 231,513 0 231,513 22.03 TOTAL Transport Stone 114652 TON 10,809 523,532 958,680 0 1,482,213 12.93 20.20.02. 02. Place Stone MIL PM < a Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 3057.00 HR X-EQOPROIL 1.00 3,057 140,724 0 0 140,724 46.03 GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 3057.00 HR XX0Z9760 1.00 0 0 45,366 0 45,366 14.84 MIL PM < a Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 3057.00 HR B-EQOPRCRN 1.00 3,057 146,529 0 0 146,529 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 3057.00 HR L40CA005 1.00 0 0 139,387 0 139,387 45.60 3 CY, ARTICULATED L USR PM <02261 1005 a Purchase B- Stone 0.00 0.00 0.00 16.33 16.33 Random, Dumped from Truck 114652 TON N/A 0.00 0 0 0 1,872,832 1,872,832 16.33 TOTAL Place Stone 114652 TON 6,114 287,253 184,753 1,872,832 2,344,838 20.45 TOTAL Bedding Stone 114652 TON 16,923 810,786 1,143,434 1,872,832 3,827,051 33.38 LABOR ID: LAOOOIII,QUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of Eng TIME 08:53:45 Eff. Date 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 DETAILED ESTIMA Feasibility Estimate DETAIL PAGE 14 20. Alternative II (400' From Toe) 20.20. Stn. 5+00 to 27+70 QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 20.20.03. A Stone 20.20.03. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 409.00 HR X-EQOPROIL 1.00 409 18,828 0 0 18,828 46.03 GEN PM < > CRANE, FLOATING, 15OTON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250')76.2M) BOOM 409.00 HR XXOZ9800 1.00 0 0 79,011 0 79,011 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 14329 HR X-EQOPRMED 1.00 14,329 695,005 0 0 695,005 48.50 GEN PM < > TUG BOAT, 500 - 800 HP - 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 14329 HR XXOZ9725 1.00 0 0 912,471 0 912,471 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 - 22.03 (453.6 - 725.7MT) 14329 HR XXOZ9770 1.00 0 0 315,668 0 315,668 22.03 TOTAL Transport Stone 156319 TON 14,738 713,833 1,307,149 0 2,020,982 12.93. 20.20.03. 02. Place Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 4169.00 HR X-EQOPROIL 1.00 4,169 191,913 0 0 191,913 46.03 GEN PM < > CRANE, FLOATING, 350TON, 650HP 0.00 0.00 376.96 0.00 376.96 (318MT, 484KW), 140')42.7M) BOOM 4169.00 HR XXOZ9820 1.00 0 0 1,571,546 0 1,571,546 376.96 GEN PM < > DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 4169.00 HR XXOZ9760 1.00 0 0 61,868 0 61,868 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 4169.00 HR B-EQOPRCRN 1.00 4,169 199,830 0 0 199,830 47.93 L USR PM <02261 1005 > Purchase A- Stone 0.00 0.00 0.00 22.58 22.58 Random, Dumped from Truck 156319 TON N/A 0.00 0 0 0 3,529,832 3,529,832 22.58 TOTAL Place Stone 156319 TON 8,338 391,743 1,633,414 3,529,832 5,554,989 35.54 TOTAL A Stone 156319 TON 23,076 1,105,576 2,940,563 3,529,832 7,575,971 48.46 TOTAL Stn. 5+00 to 27+70 1.00 JOB 59,866 2,868,195 5,426,306 6,894,578 15,189,079 15189079 TOTAL Alternative II (400' From Toe) 1.00 JOB 66,444 3,183,130 6,043,166 7,529,819 16,756,115 16756115 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPS ID: UPOOEA • i Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updatedto year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 15 30. Alternative III 30.05. Mob/Demob QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 30. Alternative III TOTAL Mob/Demob 1.00 JOB 0 0 100,000 0 100,000 100000.00 1 • LABOR ID: LA000•QUIP ID: NAT99A Currency in DOLLARS• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army Corps of Eng TIME 08:53:45 Eff. Date 05/ PROJECT PVDKE2: Palos Verdes Dikes (Updated)ices updated to year 2000 • DETAILED ESTIMAT Feasibility Estimate DETAIL PAGE 16 30. Alternative III 30.20. Rock Placement QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 30.20. Rock Placement 30.20.01. Core Stone 30.20.01. 01. Transport Stone MIL PM < > Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 145.00 HR X-EQOPROIL 1.00 145 6,675 0 0 6,675 46.03 GEN PM < > CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M( BOOM 145.00 HR XXOZ9800 1.00 0 0 28,011 0 28,011 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 5072.00 HR X-EQOPRMED 1.00 5,072 246,009 0 0 246,009 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 5072.00 HR XXOZ9725 1.00 0 0 322,985 0 322,985 63.68 GEN PM < , DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 5072.00 HR XXOZ9770 1.00 0 0 111,736 0 111,736 22.03 TOTAL Transport Stone 55000 TON 5,217 252,684 462,732 0 715,416 13.01 30.20.01. 02. Place Stone MII, PM < a Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 1475.00 HR X-EQOPROIL 1.00 1,475 67,899 0 0 67,899 46.03 GEN PM < a DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 1475.00 HR XXOZ9760 1.00 0 0 21,889 0 21,889 14.84 MIL PM < a Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 1475.00 HR B-EQOPRCRN 1.00 1,475 70,700 0 0 70,700 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 1475.00 HR L40CA005 1.00 0 0 67,254 0 67,254 45.60 3 CY, ARTICULATED L USR PM <02261 1005 > Purchase Core Stone 0.00 0.00 0.00 11.08 11.08 Random, Dumped from Truck 55000 TON N/A 0.00 0 0 0 609,664 609,664 11.08 TOTAL Place Stone 55000 TON 2,950 138,600 89,143 609,664 837,407 15.23 TOTAL Core Stone 55000 TON 8,167 391,284 551,875 609,664 1,552,823 28.23 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 DETAILED ESTIMATE Feasibility Estimate DETAIL PAGE 17 30. Alternative III 30.20. Rock Placement QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST 30.20.02. 13-3 Stone 30.20.02. 01. Transport Stone MIL PM < , Outside Oiler (GROUP 2) 1.00 46.03 0.00 0.00 46.03 183.00 HR X-EQOPROIL 1.00 183 8,424 0 0 8,424 46.03 GEN PM < , CRANE, FLOATING, 150TON, 290HP 0.00 0.00 193.18 0.00 193.18 (136MT, 216KW), 250'(76.2M( BOOM 183.00 HR XX029800 1.00 0 0 35,352 0 35,352 193.18 MIL PM < > Tug Operator 1.00 48.50 0.00 0.00 48.50 6420.00 HR X-EQOPRMED 1.00 6,420 311,392 0 0 311,392 48.50 GEN PM < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 63.68 (373 - 597KW) 6420.00 HR XX0Z9725 1.00 0 0 408,826 0 408,826 63.68 GEN PM < > DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 22.03 (453.6 - 725.7MT) 6420.00 HR XX0Z9770 1.00 0 0 141,433 0 141,433 22.03 TOTAL Transport Stone 70000 TON 6,603 319,816 585,610 0 905,426 12.93 30.20.02. 02. Place Stone MIL PM < , Outside Oiler. (GROUP 2) 1.00 46.03 0.00 0.00 46.03 1868.00 HR X-EQOPROIL 1.00 1,868 85,990 0 0 85,990 46.03 GEN PM < , DREDGE BARGE, 100 - 400 TONS 0.00 0.00 14.84 0.00 14.84 ( 90.7 - 362.9MT) 1868.00 HR XX0Z9760 1.00 0 0 27,721 0 27,721 14.84 MIL PM < > Eq Oper, Crane/Shovl (GROUP 8) 1.00 47.93 0.00 0.00 47.93 1868.00 HR B-EQOPRCRN 1.00 1,868 89,538 0 0 89,538 47.93 MIL PM < > LDR,FE, WH, 3.00 CY, ARTIC, 950E 0.00 0.00 45.60 0.00 45.60 REF. EP 1110-1-8 1868.00 HR L4OCA005 1.00 0 0 85,174 0 85,174 45.60 3 CY, ARTICULATED L USR PM .02261 1005 > Purchase B- Stone 0.00 0.00 0.00 16.33 16.33 Random, Dumped from Truck 70000 TON N/A 0.00 0 0 0 1,143,445 1,143,445 16.33 TOTAL Place Stone 70000 TON 3,736 175,528 112,895 1,143,445 1,431,867 20.46 TOTAL B-3 Stone 70000 TON 10,339 495,344 698,505 1,143,445 2,337,294 33.39 TOTAL Rock Placement 1.00 JOB 18,506 886,628 1,250,380 1,753,109 3,890,117 3890117 TOTAL Alternative III - 1.00 JOB 18,506 886,628 1,350,380 1,753,109 3,990,117 3990117 TOTAL Palos Verdes Dikes (Updated) 1.00 JOB 133,127 6,377,371 11820472 14750466 32,948,309 32948309 LABOR ID: LA000•QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of En s TIME 08:53:45 Eff. Date OS/ PROJECT PVDKE2: Palos Verdes Dikes (Updated) ices updated to year 2000 Feasibility Estimat BACKUP PAGE 1 ** CREW BACKUP ** **** LABOR **** **** EQUIP **** TOTAL SRC ITEM ID DESCRIPTION NO. UOM RATE HOURS COST HOURS COST COST LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 Feasibility Estimate BACKUP PAGE 2 ** LABOR BACKUP ** **** TOTAL **** SRC LABOR ID DESCRIPTION BASE OVERTM TXS/INS FRNG TRVL RATE UOM UPDATE DEFAULT HOURS MIL B-EQOPRCRN Equip. Operators, Crane/Shovel 28.30 0.0% 32.8% 10.35 0.00 47.93 HR 03/14/00 32.62 24405 MIL X-EQOPRMED Outside Equip. Operators, Medium 28.73 0.0% 32.8% 10.35 0.00 48.50 HR 03/14/00 30.68 82080 MIL X-EQOPROIL Outside Equip. Oilers 26.87 0.0% 32.8% 10.35 0.00 46.03 HR 03/14/00 24.82 26642 t V`. LABOR ID: LA00EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed l May rCorps TIME 08:53:45 05/ PROJECT PVDKE2: Palos VerdesDikes (Updated)) ices updated to year 2000 Eff. Date • Feasibility Estimate BACKUP PAGE 3 ** EQUIPMENT BACKUP ** ** TOTAL ** SRC ID.NO. EQUIPMENT DESCRIPTION DEPR FCCM FUEL FOG TR WR TR REP EQ REP TOTAL RATE HOURS MAP L4OCA005 LDR,FE, WH, 3.25 CY, ARTIC, 950F 14.28 3.36 5.16 2.76 2.72 0.48 16.83 45.60 HR 16715 GEN XXOZ9725 TUG BOAT, 500 - 800 HP 21.26 7.58 6.00 2.62 26.22 63.68 HR 82080 GEN XXOZ9760 DREDGE BARGE, 100 - 400 TONS 4.96 1.76 1.40 0.61 6.11 14.84 HR 23037 GEN XX0Z9770 DREDGE BARGE, 500 - 800 TONS 7.36 2.63 2.08 0.90 9.07 22.03 HR 83448 GEN XXOZ9800 CRANE, FLOATING, 150TON, 290HP 64.50 23.00 18.19 7.94 79.55 193.18 HR 2342 GEN XX0Z9820 CRANE, FLOATING, 350T0N, 650HP 125.85 44.89 35.51 15.50 155.20 376.96 HR 7690 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 08:53:45 Eff. Date 05/17/00 PROJECT PVDKE2: Palos Verdes Dikes (Updated) - Prices updated to year 2000 ERROR REPORT Feasibility Estimate ERROR PAGE 1 No errors detected... * * * END OF ERROR REPORT * * * \ - LABOR ID: LAOOO•QUIP ID: NAT99A Currency in DOLLAR* CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option TITLE PAGE 1 Shore Protctn Rancho PV, Updated Feasibility Estimate Designed By: U.S. Army Corps of Engineers Estimated By: E. Mendoza / Juan Dominguez Prepared By: Preparation Date: 05/16/00 Effective Date of Pricing: 00/00/00 Est Construction Time: 730 Days 41 (ASales Tax: 8.25% This report is not copyrighted, but the information contained herein is For Official Use Only. M CAC E S GOLD EDITION Composer GOLD Software Copyright (c) 1985-1994 by Building Systems Design, Inc. Release 5.30A LABOR ID: LAOO•EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army Corps of Eng TIME 09:48:12 Eff. Date 00/ PROJECT RPV006: Shore Protctn Rancho PV, U d - Feasibility Estimate • PROJECT NOTES Feasibility Estimate - 730,000 CY Option TITLE PAGE 2 Changes from the '98 estimate. Copied RPV003 to RPV006. Recalculated estimate based on year 2000 labor, equip and material databases. • LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate TABLE OF CONTENTS Feasibility Estimate - 730,000 CY Option CONTENTS PAGE 1 SUMMARY REPORTS SUMMARY PAGE PROJECT INDIRECT SUMMARY - Scope 1 PROJECT INDIRECT SUMMARY - Facility 2 PROJECT DIRECT SUMMARY - Scope 3 PROJECT DIRECT SUMMARY - Facility 4 DETAILED ESTIMATE DETAIL PAGE 01. Option No. 1 (Highway Option) 01. Mob, Demob & Preparatory Work 1 02. Clear and Grub Obstructions 2 03. Excav, Truck Haul to Terminal Is 3 04. Barge Material to LA-2 Disposal 4 02. Option No. 2 (Conveyor Option) 01. Mob, Demob & Preparatory Work 5 02. Clear and Grub Obstructions 6 03. Drive Piles 7 04. Excavation 8 05. Mtl to Barge by Conveyor Sys 9 06. Barge Material to LA-2 Disposal 10 11' BACKUP REPORTS BACKUP PAGE CREW BACKUP 1 LABOR BACKUP 2 EQUIPMENT BACKUP 3 * * * END TABLE OF CONTENTS * * * • i • Wed 17 May 200 U.S. Army Corps of En s TIME 09:48:12 Eff. Date 00 PROJECT PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate • Feasibility Estimate - 730,000 CY Option SUMMARY PAGE 1 ** PROJECT INDIRECT SUMMARY - Scope ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 730000.00 CY 12,268,737 1,840,311 564,362 1,173,873 158,473 16,005,755 21.93 02 Option No. 2 (Conveyor Option) 730000.00 CY 4,708,105 706,216 216,573 450,472 60,814 6,142,179 8.41 TOTAL Shore Protctn Rancho PV, Updated 1.00 EA 16,976,842 2,546,526 780,935 1,624,344 219,286 22,147,934 22147934 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option SUMMARY PAGE 2 ** PROJECT INDIRECT SUMMARY - Facility ** QUANTITY UOM DIRECT OVERHEAD HOME OFC PROFIT BOND TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 01. 01 Mob, Demob & Preparatory Work 1.00 EA 306,434 45,965 14,096 29,320 3,958 399,772 399772.47 01. 02 Clear and Grub Obstructions 60.00 ACR 169,131 25,370 7,780 16,183 2,185 220,648 3677.47 01. 03 Excav, Truck Haul to Terminal Is 730000.00 CY 8,188,514 1,228,277 376,672 783,477 105,769 10,682,709 14.63 01. 04 Barge Material to LA-2 Disposal 730000.00 CY 3,604,658 540,699 165,814 344,894 46,561 4,702,625 6.44 TOTAL Option No. 1 (Highway Option) 730000.00 CY 12,268,737 1,840,311 564,362 1,173,873 158,473 16,005,755 21.93 02 Option No. 2 (Conveyor Option) 02. 01 Mob, Demob & Preparatory Work 1.00 EA 306,598 45,990 14,103 29,335 3,960 399,986 399986.26 02. 02 Clear and Grub Obstructions 60.00 ACR 169,131 25,370 7,780 16,183 2,185 220,648 3677.47 02. 03 Drive Piles 1200.00 VLF 56,990 8,548 2,622 5,453 736 74,349 61.96 02. 04 Excavation 730000.00 CY 2,058,586 308,788 94,695 196,965 26,590 2,685,624 3.68 02. 05 Mtl to Barge by Conveyor Sys 730000.00 CY 1,240,077 186,012 57,044 118,651 16,018 1,617,801 2.22 02. 06 Barge Material to LA-2 Disposal 730000.00 CY 876,724 131,509 40,329 83,885 11,324 1,143,771 1.57 TOTAL Option No. 2 (Conveyor Option) 730000.00 CY 4,708,105 706,216 216,573 450,472 60,814 6,142,179 8.41 TOTAL Shore Protctn Rancho PV, Updated 1.00 EA 16,976,842 2,546,526 780,935 1,624,344 219,286 22,147,934 22147934 LABOR ID: LA000SQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army CorpsTIME 09:48:12 00/ PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate Eff. Date • Feasibility Estimate - 730,000 CY Option SUMMARY PAGE 3 ** PROJECT DIRECT SUMMARY - Scope ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 730000.00 CY 114,238 5250774 6717963 0 300,000 12,268,737 16.81 02 Option No. 2 (Conveyor Option) 730000.00 CY 53,711 2352454 2020469 35,182 300,000 4,708,105 6.45 TOTAL Shore Protctn Rancho PV, Updated 1.00 EA 167,949 7603228 8738433 35,182 600,000 16,976,842 16976842 OVERHEAD 2,546,526 SUBTOTAL 19,523,368 HOME OFC 780,935 SUBTOTAL 20,304,303 PROFIT 1,624,344 SUBTOTAL 21,928,647 BOND 219,286 TOTAL INCL INDIRECTS 22,147,934 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • r_ Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option SUMMARY PAGE 4 ** PROJECT DIRECT SUMMARY - Facility ** QUANTITY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01 Option No. 1 (Highway Option) 01. 01 Mob, Demob & Preparatory Work 1.00 EA 78 3,390 3,044 0 300,000 306,434 306433.74 01. 02 Clear and Grub Obstructions 60.00 ACR 2,400 100,614 68,517 0 0 169,131 2818.86 , 01. 03 Excav, Truck Haul to Terminal Is 730000.00 CY 74,056 3299971 4888542 0 0 8,188,514 11.22 01. 04 Barge Material to LA-2 Disposal 730000.00 CY 37,704 1846798 1757860 0 0 3,604,658 4.94 TOTAL Option No. 1 (Highway Option) 730000.00 CY 114,238 5250774 6717963 0 300,000 12,268,737 16.81 02 Option No. 2 (Conveyor Option) 02. 01 Mob, Demob & Preparatory Work 1.00 EA 80 3,476 3,122 0 300,000 306,598 306597.61 02. 02 Clear and Grub Obstructions 60.00 ACR 2,400 100,614 68,517 0 0 169,131 2818.86 02. 03 Drive Piles 1200.00 VLF 625 27,085 6,897 23,008 0 56,990 47.49 02. 04 Excavation 730000.00 CY 14,750 667,690 1378722 12,174 0 2,058,586 2.82 02. 05 Mtl to Barge by Conveyor Sys 730000.00 CY 17,436 831,581 408,496 0 0 1,240,077 1.70 02. 06 Barge Material to LA-2 Disposal 730000.00 CY 18,420 722,008 154,716 0 0 876,724 1.20 TOTAL Option No. 2 (Conveyor Option) 730000.00 CY 53,711 2352454 2020469 35,182 300,000 4,708,105 6.45 TOTAL Shore Protctn Rancho PV, Updated 1.00 EA 167,949 7603228 8738433 35,182 600,000 16,976,842 16976842 OVERHEAD 2,546,526 I. SUBTOTAL 19,523,368 HOME OFC 780,935 SUBTOTAL 20,304,303 PROFIT 1,624,344 SUBTOTAL 21,928,647 BOND 219,286 TOTAL INCL INDIRECTS 22,147,934 • •LABOR ID: LAOOEQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UP00EA 5 Wed y s of En s 17 May 00/ PROJECT RPV006: Shore Protctl Rancho TIME 09:48:12 ho PV, d - Feasibility Estimate Eff. Date Feasibility Estimate - 730,000 CY Option SETTINGS PAGE 1 ** CONTRACTOR SETTINGS ** AMOUNT PCT PCT S RISK DIFF SIZE PERIOD INVEST ASSIST SUBCON AA Prime Contractor OVERHEAD P 15.00 HOME OFC P 4.00 PROFIT P 8.00 BOND P 1.00 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 1 01. Option No. 1 (Highway Option) 01. 01. Mob, Demob & Preparatory Work QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. Option No. 1 (Highway Option) This option will excavate material with a clamshell bucket and crane. The material will be placed into bottom dump highway trucks and haul on surface streets to Terminal Island to the loading docks. There the material will be loaded into hopper barges and taken by tug to the disposal site. 01. 01. Mob, Demob & Preparatory Work GEN AA . , TRUCK, 60,000 - 65,000 GVW 0.00 0.00 39.02 0.00 0.00 39.02 78.00 HR T5027600 1.00 0 0 3,044 0 0 3,044 39.02 MIL AA . > Outside Truck Dr. Light - GRP 3 1.00 42.91 0.00 0.00 0.00 42.91 78.00 HR X-TRKDVRLT 1.00 78 3,347 0 0 0 3,347 42.91 01957 4300 Decontamination trailers USR AA .02000 0000 > Mob/Demob Crane, Barges & Tugs 0.00 42.91 p.00 0.00 300000 300042.91 1.00 JOB X-TRKDVRLT 1.00 0 43 0 0 300,000 300,043 300042.91 TOTAL Mob, Demob & Preparatory Work 1.00 EA 78 3,390 3,044 0 300,000 306,434 306433.74 • LABOR ID: LAOO�EQUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA • Wed 17 May 200 U.S. Army Corps of En s TIME 09:48:12 Eff. Date 00 PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate DETAILED ESTIMA Feasibility Estimate - 730,00 CY Option DETAIL PAGE 2 01. Option No. 1 (Highway Option) 01. 02. Clear and Grub Obstructions QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 02. Clear and Grub Obstructions 02110 0499 With dozer and brush rake AF AA <02110 0600 > Clearing, brush w/dozer & brush 40.00 1676.90 1141.95 0.00 0.00 2818.86 60.00 ACR CODTB11A 0.05 2,400 100,614 68,517 0 0 169,131 2818.86 TOTAL Clear and Grub Obstructions 60.00 ACR 2,400 100,614 68,517 0 0 169,131 2818.86 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 3 01. Option No. 1 (Highway Option) 01. 03. Excav, Truck Haul to Terminal Is QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 03. Excav, Truck Haul to Terminal Is MIL AA < > BKT,CLAM, 4.0OCY,GEN PURP/SQNOSE 0.00 0.00 7.87 0.00 0.00 7.87 7500.00 HR B25ES011 1.00 0 0 59,000 0 0 59,000 7.87 MIL AA c , CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 0.00 0.00 139.13 0.00 0.00 139.13 7500.00 HR C85AM003 1.00 0 0 1043450 0 0 1,043,450 139.13 MIL AA e a TRLR,BOTTM DUMP,32CY,55T 0.00 0.00 25.67 0.00 0.00 25.67 59056 HR T45XX006 1.00 0 0 1515678 0 0 1,515,678 25.67 MIL AA < > TRK,HWY, 50,080 GVW, 6X4, 3 AXLE 0.00 0.00 38.45 0.00 0.00 38.45 59056 HR T50IT005 1.00 0 0 2270414 0 0 2,270,414 38.45 MIL AA e a Eq Oper, Crane - GRP 8 1.00 47.93 0.00 0.00 0.00 47.93 7500.00 HR B-EQOPRCRN 1.00 7,500 359,493 0 0 0 359,493 47.93 MIL AA e a Eq Oper, Oilers - GRP 3 1.00 46.03 0.00 0.00 0.00 46.03 7500.00 HR B-EQOPROIL 1.00 7,500 345,251 0 0 0 345,251 46.03 MIL AA e a Truck Drivers, Heavy 1.00 43.95 0.00 0.00 0.00 43.95 59056 HR B-TRKDVRHV 1.00 59,056 2595228 0 0 0 2,595,228 43.95 TOTAL Excav, Truck Haul to Terminal Is 730000 CY 74,056 3299971 4888542 0 0 8,188,514 11.22 LABOR ID: LA000111/118QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPS ID: UPOOEA111/1 Wed 17 May 200 U.S. Army Corps of En s TIME 09:48:12 Eff. Date 00 PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 4 01. Option No. 1 (Highway Option) 01. 04. Barge Material to LA-2 Disposal QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 01. 04. Barge Material to LA-2 Disposal MAP AA < , LDR,FE, WH, 4.50 CY, ARTIC, 966E 0.00 0.00 62.69 0.00 0.00 62.69 15082 HR L4OCA006 1.00 0 0 945,456 0 0 945,456 62.69 MIL AA c > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 15082 HR X-EQOPRMED 1.00 15,082 731,528 0 0 0 731,528 48.50 GEN AA < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 0.00 63.68 7540.00 HR XXOZ9725 1.00 0 0 480,147 0 0 480,147 63.68 GEN AA < , DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 0.00 22.03 15082 HR XX0Z9770 1.00 0 0 332,256 0 0 332,256 22.03 MIL AA < > Outside Equip. Op. Heavy-GRP 24 1.00 49.70 0.00 0.00 0.00 49.70 15082 HR X-EQOPRHVY 1.00 15,082 749,554 0 0 0 749,554 49.70 MIL AA c > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 7540.00 HR X-EQOPRMED 1.00 7,540 365,716 0 0 0 365,716 48.50 TOTAL Barge Material to LA-2 Disposal 730000 CY 37,704 1846798 175(7860 0 0 3,604,658 4.94 \ TOTAL Option No. 1 (Highway Option) 730000 CY 114,238 5250774 6717963 0 300,000 12,268,737 16.81 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 5 02. Option No. 2 (Conveyor Option) 02. 01. Mob, Demob & Preparatory Work QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. Option No. 2 (Conveyor Option) Option 2 requires the use of a conveyor system to transport material to barges 500 to 700 feet off shore. The material will be dozed from the bluff above to the beach below. The loader will load the material into a hopper which will place the materia onto a conveyor belt. The material will then be transported to a waiting barge, once filled the barge will be towed to LA-2 disposal site by tug. 02. 01. Mob, Demob & Preparatory Work GEN AA < › TRUCK, 60,000 - 65,000 GVW 0.00 0.00 39.02 0.00 0.00 39.02 80.00 HR T50Z7600 1.00 0 0 3,122 0 0 3,122 39.02 MIL AA < , Outside Truck Dr. Light - GRP 3 1.00 42.91 0.00 0.00 0.00 42.91 80.00 HR X-TRKDVRLT 1.00 80 3,433 0 0 0 3,433 42.91 01957 4300 Decontamination trailers USR AA <02000 0000 a Mob/Demob Crane, Barges & Tugs 0.00 42.91 0.00 0.00 300000 300042.91 1.00 JOB X-TRKDVRLT 1.00 0 43 0 0 300,000 300,043 300042.91 TOTAL Mob, Demob & Preparatory Work 1.00 EA 80 3,476 3,122 0 300,000 306,598 306597.61 • i LABOR ID: LAOOO�QUIP ID: NAT99A Currency in DOLLAR• CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of En s TIME 09:48:12• Eff. Date 00 PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate DETAILED ESTIMA Feasibility Estimate - 730,0 Y Option DETAIL PAGE 6 02. Option No. 2 (Conveyor Option) 02. 02. Clear and Grub Obstructions QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 02. Clear and Grub Obstructions 02110 0499 With dozer and brush rake AF AA <02110 0600 < Clearing, brush w/dozer & brush 40.00 1676.90 1141.95 0.00 0.00 2818.86 60.00 ACR CODTBI1A 0.05 2,400 100,614 68,517 0 0 169,131 2818.86 TOTAL Clear and Grub Obstructions 60.00 ACR 2,400 100,614 68,517 0 0 169,131 2818.86 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 7 02. Option No. 2 (Conveyor Option) 02. 03. Drive Piles QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 03. Drive Piles MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 80.00 HR X-EQOPRMED 1.00 80 3,880 0 0 0 3,880 48.50 GEN AA < > TUG BOAT, 150 - 400 HP 0.00 0.00 25.66 0.00 0.00 25.66 80.00 HR XXOZ9720 1.00 0 0 2,053 0 0 2,053 25.66 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 80.00 HR X-EQOPRMED 1.00 80 3,880 0 0 0 3,880 48.50 MIL AA < > Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 240.00 HR X-LABORER 1.00 240 8,524 0 0 0 8,524 35.51 GEN AA < > DREDGE BARGE, 100 - 400 TON 0.00 0.00 14.84 0.00 0.00 14.84 80.00 HR XXOZ9760 1.00 0 0 1,187 0 0 1,187 14.84 02366 2599 Piles M MIL AA <02366 3000 > Pile, steel, pipe, 50' L 10" 0.14 6.37 2.81 16.61 0.00 25.79 1200.00 VLF CPIDB19 56.25 171 7,641 3,378 19,931 0 30,949 25.79 02366 4404 Splices for pipe piles M MIL AA <02366 4410 > Pile, steel, pipe, splices, not 1.36 78.99 6.99 76.93 0.00 162.91 40.00 EA SIWWE14 0.74 54 3,160 279 3,077 0 6,516 162.91 TOTAL Drive Piles 1200.00 VLF 625 27,085 6,897 23,008 0 56,990 47.49 1. LABOR ID: LA00(�EQUIP ID: NAT99A Currency in DOLLAR CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 200 U.S. Army Corps of Eng s TIME 09:48:12 Eff. Date 00/ PROJECT RPV006: Shore Protctn Rancho PV, d - Feasibility Estimate DETAILED ESTIMA Feasibility Estimate - 730,00 Y Option DETAIL PAGE 8 02. Option No. 2 (Conveyor Option) 02. 04. Excavation QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 04. Excavation MAP AA < > DOZER,CWLR, D-8R PS,W/BLADE 0.00 0.00 62.38 0.00 0.00 62.38 2831.00 HR T15CA016 1.00 0 0 176,586 0 0 176,586 62.38 MIL AA < > DOZER,CWLR, FD9,SEMI-U TILT BL 0.00 0.00 32.46 0.00 0.00 32.46 1459.00 266 T15FI003 1.00 0 0 47,361 0 0 47,361 32.46 MIL AA < > TRK,HWY, 4,900GVW,4X2, 1/2T-PKUP 0.00 0.00 6.38 0.00 0.00 6.38 2831.00 HR T50F0001 1.00 0 0 18,058 0 0 18,058 6.38 MIL AA < > Outside Equip. Op. Heavy-GRP 24 1.00 49.70 0.00 0.00 0.00 49.70 2831.00 HR X-EQOPRHVY 1.00 2,831 140,697 0 0 0 140,697 49.70 MIL AA < a Outside Equip. Oper Light-GRP 4 1.00 46.88 0.00 0.00 0.00 46.88 2831.00 HR X-EQOPRLT 1.00 2,831 132,727 0 0 0 132,727 46.88 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 2831.00 HR X-EQOPRMED 1.00 2,831 137,313 0 0 0 137,313 48.50 MIL AA < a Outside Oiler - GRP 3 1.00 46.03 0.00 0.00 0.00 46.03 2831.00 HR X-EQOPROIL 1.00 2,831 130,321 0 0 0 130,321 46.03 MIL AA < > Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 2831.00 HR X-LABORER 1.00 2,831 100,542 0 0 0 100,542 35.51 ,. MIL AA < > BKT,CLAM, 4.000Y,GEN PURP/SQNOSE 0.00 0.00 7.87 0.00 0.00 7.87 (, 7576.00 HR B25ES011 1.00 .0 0 59,598 0 0 59,598 7.87 MIL AA < > CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 0.00 0.00 139.13 0.00 0.00 139.13 7576.00 HR C85AM003 1.00 0 0 1054024 0 0 1,054,024 139.13 02220 5599 Sheepsfoot or wobbly wheel roller RSM AA <02220 5600 a Compaction, riding, 6" lifts, 2 0.01 0.22 0.16 0.00 0.00 0.38 66154 CY COFCB100 300.00 331 14,461 10,757 0 0 25,218 0.38 02220 8999 Water M MIL AA <02220 9030 a Compaction, water, wagon, 6000 0.00 0.18 0.19 0.18 0.00 0.55 66154 CY COFWB59 250.00 265 11,630 12,338 12,174 0 36,142 0.55 TOTAL Excavation 730000 CY 14,750 667,690 1378722 12,174 0 2,058,586 2.82 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 1110 • • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 9 02. Option No. 2 (Conveyor Option) 02. 05. Mtl to Barge by Conveyor Sys QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 05. Mtl to Barge by Conveyor Sys UPB AA < > LDR,BELT, 36"X50', 910 TON/HR 0.00 0.00 9.34 0.00 0.00 9.34 8718.00 HR L30KL019 1.00 0 0 81,407 0 0 81,407 9.34 MIL AA < > FIXED HT STACKER, 36"X 150' 0.00 0.00 26.09 0.00 0.00 26.09 8718.00 HR S30KB024 1.00 0 0 227,477 0 0 227,477 26.09 MIL AA < a PORT TRUSS FRAME CONVY, 36"X 70' 0.00 0.00 11.43 0.00 0.00 11.43 8718.00 HR S30TS006 1.00 0 0 99,612 0 0 99,612 11.43 MIL AA < a Outside Equip. Oper Light-GRP 4 1.00 46.88 0.00 0.00 0.00 46.88 8718.00 HR X-EQOPRLT 1.00 8,718 408,729 0 0 0 408,729 46.88 MIL AA a a Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 8718.00 HR X-EQOPRMED 1.00 8,718 422,853 0 0 0 422,853 48.50 TOTAL Mtl to Barge by Conveyor Sys 730000 CY 17,436 831,581 408,496 0 0 1,240,077 1.70 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate DETAILED ESTIMATE Feasibility Estimate - 730,000 CY Option DETAIL PAGE 10 02. Option No. 2 (Conveyor Option) 02. 06. Barge Material to LA-2 Disposal QUANTY UOM CREW ID OUTPUT MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST UNIT COST 02. 06. Barge Material to LA-2 Disposal MIL AA < , Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 3478.00 HR X-EQOPRMED 1.00 3,478 168,695 0 0 0 168,695 48.50 GEN AA < > TUG BOAT, 500 - 800 HP 0.00 0.00 63.68 0.00 0.00 63.68 875.00 HR XXOZ9725 1.00 0 0 55,720 0 0 55,720 63.68 GEN AA < s DREDGE BARGE, 500 - 800 TONS 0.00 0.00 22.03 0.00 0.00 22.03 3478.00 HR XXOZ9770 1.00 0 0 76,620 0 0 76,620 22.03 MIL AA < > Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 872.00 HR X-EQOPRMED 1.00 872 42,295 0 0 0 42,295 48.50 GEN AA c , TUG BOAT, 150 - 400 HP 0.00 0.00 25.66 0.00 0.00 25.66 872.00 HR XXOZ9720 1.00 0 0 22,376 0 0 22,376 25.66 MIL AA < . Outside Equip. Op. Medium-GRP 17 1.00 48.50 0.00 0.00 0.00 48.50 872.00 HR X-EQOPRMED 1.00 872 42,295 0 0 0 42,295 48.50 MIL AA c , Outside Laborer - GRP 1 1.00 35.51 0.00 0.00 0.00 35.51 13198 HR X-LABORER 1.00 13,198 468,723 0 0 0 468,723 35.51 TOTAL Barge Material to LA-2 Disposal 730000 CY 18,420 722,008 154,716 0 0 876,724 1.20 TOTAL Option No. 2 (Conveyor Option) 730000 CY 53,711 2352454 2020469 35,182 300,000 4,708,105 6.45 TOTAL Shore Protctn Rancho PV, Updated 1.00 EA 167,949 7603228 8738433 35,182 600,000 16,976,842 16976842 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Ill • 11111 • • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option BACKUP PAGE 1 ** CREW BACKUP ** **** LABOR **** **** EQUIP **** TOTAL SRC ITEM ID DESCRIPTION NO. UOM RATE HOURS COST HOURS COST COST CODTB11A 1 eqoprmed + 1 dozer, crawler, 181-250 HP PROD = 100k CREW HOURS = 2400 MIL B-EQOPRMEDL Equip. Operators, Medium 1.00 HR 47.32 1.00 47.32 47.32 MIL B-LABORER L Laborers, (Semi-Skilled) 1.00 HR 36.52 1.00 36.52 36.52 GEN T15Z6520 E DOZER, CRAWLER, 181-250HP 1.00 HR 57.10 1.00 57.10 57.10 TOTAL 2.00 83.85 1.00 57.10 140.94 COFCB1OG 1 eqoprmed + 1 sheepsfoot roller, S/P, vib PROD = 100% CREW HOURS = 221 MIL B-EQOPRMEDL Equip. Operators, Medium 1.00 HR 47.32 1.00 47.32 47.32 MIL B-LABORER L Laborers, (Semi-Skilled) 0.50 HR 36.52 0.50 18.26 18.26 GEN R45Z5580 E ROLLER, VIB, SD, SP 13.OT 1.00 HR 48.79 1.00 48.79 48.79 TOTAL 1.50 65.58 1.00 48.79 114.38 COFWB59 1 trkdvrhv + 1 water tanker, 5,000 gal PROD = 100% CREW HOURS = 265 MIL B-TRKDVRHVL Truck Drivers, Heavy 1.00 HR 43.95 1.00 43.95 43.95 GEN T50Z7520 E TRUCK, HWY 55,000 (24,948KG)GVW 1.00 HR 36.53 1.00 36.53 36.53 GEN T45Z7280 E TRAILER, WATER TANKER, 5000GAL 1.00 HR 10.10 1.00 10.10 10.10 TOTAL 1.00 43.95 2.00 46.63 90.58 CPIDB19 5 piledrvrs + 1 crane, crawler,drag/clam, 50 ton PROD = 100% CREW HOURS = 21 MIL B-PILEDRVRF Pile Drivers 1.00 HR 44.06 1.00 44.06 44.06 . MIL B-PILEDRVRL Pile Drivers 4.00 HR 43.06 4.00 172.23 172.23 MIL B-EQOPRCRNL Equip. Operators, Crane/Shovel 2.00 HR 47.93 2.00 95.86 95.86 '-;'. MIL B-EQOPROILL Equip. Operators, Oilers 1.00 HR 46.03 1.00 46.03 46.03 ..... GEN C85Z2395 E DRAGLINE/CLAMSHELL,CRWLR, 2.0CY 1.00 HR 74.93 1.00 74.93 74.93 . GEN P10Z4840 E PILE LEADS, SWING, 26"W X 8"D 1.00 HR 6.19 1.00 6.19 6.19 GEN P20Z4880 E PILE HAMMER,DBL, 18,100FT-LBS 1.00 HR 34.91 1.00 34.91 34.91 GEN A15Z0180 E AIR COMPRESSOR,1,200CFM, 100 PS 1.00 HR 41.13 1.00 41.13 41.13 GEN A20Z0490 E AIR HOSE,3.0"X 100'L (76MMX 31M 1.00 HR 1.18 1.00 1.18 1.18 TOTAL 8.00 358.18 5.00 158.32 516.50 SIWWE14 1 welder + 1 welder, 300 amp, trailer mtd PROD = 100% CREW HOURS = 54 MIL B-WELDERS F Welders, Structural Steel 1.00 HR 58.26 1.00 58.26 58.26 GEN W35Z8640 E WELDER, 300AMP, TRAILER MTD 1.00 HR 5.15 1.00 5.15 5.15 TOTAL 1.00 58.26 1.00 5.15 63.41 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option BACKUP PAGE 2 ** LABOR BACKUP ** **** TOTAL **** SRC LABOR ID DESCRIPTION BASE OVERTM TXS/INS FRNG TRVL RATE UOM UPDATE DEFAULT HOURS MIL B-EQOPRCRN Equip. Operators, Crane/Shovel 28.30 0.0% 32.8% 10.35 0.00 47.93 HR 03/14/00 32.62 7543 MIL B-EQOPRMED Equip. Operators, Medium 27.84 0.0% 32.8% 10.35 0.00 47.32 HR 03/14/00 30.27 2621 MIL B-EQOPROIL Equip. Operators, Oilers 26.87 0.0% 32.8% 10.35 0.00 46.03 HR 03/14/00 24.69 7521 MIL B-LABORER Laborers, (Semi-Skilled) 18.18 0.0% 48.7% 9.49 0.00 36.52 HR 03/14/00 23.81 2510 MIL B-PILEDRVR Pile Drivers 25.88 0.0% 41.9% 6.33 0.00 43.06 HR 03/14/00 34.73 107 MIL B-TRKDVRHV Truck Drivers, Heavy 23.22 0.0% 38.0% 11.89 0.00 43.95 HR 03/14/00 24.66 59321 MIL B-WELDERS Welders, Structural Steel 24.18 0.0% 79.6% 13.83 0.00 57.26 HR 03/14/00 39.24 54 MIL X-EQOPRHVY Outside Equip. Operators, Heavy 29.63 0.0% 32.8% 10.35 0.00 49.70 HR 03/14/00 31.93 17913 MIL X-EQOPRLT Outside Equip. Operators, Light 27.51 0.0% 32.8% 10.35 0.00 46.88 HR 03/14/00 28.22 11549 MIL X-EQOPRMED Outside Equip. Operators, Medium 28.73 0.0% 32.8% 10.35 0.00 48.50 HR 03/14/00 30.68 39553 MIL X-EQOPROIL Outside Equip. Oilers 26.87 0.0% 32.8% 10.35 0.00 46.03 HR 03/14/00 24.82 2831 MIL X-LABORER Outside Laborers 18.18 0.0% 43.2% 9.49 0.00 35.51 HR 03/14/00 24.50 16269 MIL X-TRKDVRLT Outside Truck Drivers, Light 22.47 0.0% 38.1% 11.89 0.00 42.91 HR 03/14/00 23.49 158 ,i. LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA • • Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate Feasibility Estimate - 730,000 CY Option BACKUP PAGE 3 ** EQUIPMENT BACKUP ** ** TOTAL ** SRC ID.NO. EQUIPMENT DESCRIPTION DEPR FCCM FUEL FOG TR WR TR REP EQ REP TOTAL RATE HOURS GEN A1510180 AIR COMPRESSOR,1,200CFM, 100 PSI 9.84 2.23 12.56 4.48 0.15 0.03 11.84 41.13 HR 21 GEN A20Z0490 AIR HOSE,3.0"X 100'L (76MMX 31M) 0.38 0.03 0.76 1.18 HR 21 EP B25ES011 BKT,CLAM, 4.000Y,GEN PURP/SQNOSE 3.57 0.66 3.63 7.87 HR 15076 MAP C85AM003 CRANE,DRAG/CLAM, 4.5CY / 95'BOOM 47.69 13.62 8.01 2.19 67.61 139.13 HR 15076 GEN C85Z2395 DRAGLINE/CLAMSHELL,CRWLR, 2.0CY 27.90 7.04 3.22 1.38 35.39 74.93 HR 21 EP L3OKL019 LDR,BELT, 36"X50', 910 TON/HR 2.73 0.59 0.91 0.33 0.36 0.06 4.36 9.34 HR 8718 MAP L4OCA006 LDR,FE, WH, 4.50 CY, ARTIC, 966F 19.88 4.68 6.68 3.58 3.76 0.67 23.44 62.69 HR 15082 GEN P10Z4840 PILE LEADS, SWING, 26"W X 8"D 2.27 0.39 3.52 6.19 HR 21 GEN P2014880 PILE HAMMER,DBL, 18,100FT-LBS 9.99 1.73 1.90 21.29 34.91 HR 21 GEN R4515580 ROLLER, VIB, SD, SP 13.OT 13.74 2.33 6.14 2.48 0.48 0.09 23.53 48.79 HR 221 EP S30KB024 FIXED HT STACKER, 36"X 150' 8.01 1.70 2.93 3.62 0.80 0.14 8.89 26.09 HR 8718 EP S3OTS006 PORT TRUSS FRAME CONVY, 36"X 70' 3.39 0.73 0.98 2.06 0.42 0.08 3.77 11.43 HR 8718 MAP T15CA016 DOZER,CWLR, D-8R PS,W/BLADE 16.66 5.85 10.10 3.61 26.16 62.38 HR 2831 EP T15FI003 DOZER,CWLR, FD9,SEMI-U TILT BL 8.44 1.90 3.54 1.60 16.97 32.46 HR 2831 GEN T1516520 DOZER, CRAWLER, 181-250HP 15.85 5.57 7.95 2.84 24.89 57.10 HR 2400 EP T45XX006 TRLR,BOTTM DUMP,32CY,55T 9.30 1.99 0.40 3.49 0.62 9.86 25.67 HR 59056 GEN T45Z7280 TRAILER, WATER TANKER, 5000GAL 3.00 0.79 1.91 0.57 0.45 0.08 3.30 10.10 HR 265 EP T50F0001 TRK,HWY, 4,900GVW,4X2, 1/2T-PKUP 1.58 0.27 1.95 0.70 0.14 0.03 1.72 6.38 HR 2831 EP T5OIT005 TRK,HWY, 50,080 GVW, 60,000 GCW, 12.36 2.12 8.29 2.96 0.91 0.16 11.64 38.45 HR 59056 GEN T50Z7520 TRUCK, HWY 55,000 (24,948KG)GVW 10.35 1.78 9.95 3.55 0.97 0.17 9.75 36.53 HR 265 GEN T50Z7600 TRUCK, HWY 50,000 (22,680KG)GVW 10.68 1.88 10.56 3.77 1.73 0.31 10.10 39.02 HR 158 GEN W35Z8640 WELDER, 300AMP, TRAILER MTD 0.83 0.17 2.31 0.69 0.03 0.01 1.12 5.15 HR 54 GEN XX0Z9720 TUG BOAT, 150 - 400HP 8.57 3.06 2.41 1.06 10.56 25.66 HR 952 GEN XX0Z9725 TUG BOAT, 500 - 800 HP 21.26 7.58 6.00 2.62 26.22 63.68 HR 8415 GEN XX0Z9760 DREDGE BARGE, 100 - 400 TONS 4.96 1.76 1.40 0.61 6.11 14.84 HR 80 GEN XX0Z9770 DREDGE BARGE, 500 - 800 TONS 7.36 2.63 2.08 0.90 9.07 22.03 HR 18560 LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA Wed 17 May 2000 U.S. Army Corps of Engineers TIME 09:48:12 Eff. Date 00/00/00 PROJECT RPV006: Shore Protctn Rancho PV, Updated - Feasibility Estimate ERROR REPORT Feasibility Estimate - 730,000 CY Option ERROR PAGE 1 No errors detected... * * * END OF ERROR REPORT * * * • • LABOR ID: LA0001 EQUIP ID: NAT99A Currency in DOLLARS CREW ID: NATOOA UPB ID: UPOOEA 11111.