PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/09/04 EST. NO.20 TIME 05:47 PM R.E. NAME: GEESEY, DUANE 03-376104 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 023 0001 2,000.00 E.W. @ F.A.(+) 102003 N 0079.0 0002 2,000.00 011304 N 0199.0 024 0002 1,660.60 A.C. @ U.P.(+) 102504 N 0002 0 0003 6,727.50 102504 N 0003 0 0004 2,990.00 102504 N 0004 0 037 0001 3,196.78 E.W. @ F.A.(+) 060804 N 0250.0 039 0001 2,317.00 E.W. @ F.A.(+) 060404 N 0249.0 20,891.88 TOTAL THIS ESTIMATE 339,266.45 TOTAL PREVIOUS ESTIMATE 360,158.33 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/09/04 EST. NO.20 TIME 05:47 PM R.E. NAME: GEESEY, DUANE 03-376104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE NO. 16 -275.00 04 SWPPP NON COMPLIANCE -474,735.38 04 RELEASE EST#4 SWPPP 474,735.38 05 OCT SWPPP VIOLATION -291,176.68 07 REL OCT SWPPP VIOLAT 291,176.68 08 SURVEY REQ37 RESTAKE -680.00 08 SURVEY REQ36 RESTAKE -340.00 08 SURVEY REQ36 RESTAKE -935.00 08 RESTAKE REQUEST 66 -34,000.00 16 ERROR RESTAKE FEE 66 34,000.00 17 RESTAKE REQUEST 66 -3,400.00 17 SWPPP VIOLATION 25% -206,776.88 19 RELEASE EST 19 SWPPP 206,776.88 20 206,776.88 -5,630.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 02 RELEASE EST#2 DEDUCT 10,000.00 04 07/03MISSING PAYROLL -10,000.00 04 MISSING PAYROLL EST5 -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING OCT PAYROLLS -10,000.00 08 RELEASE EST#4 DEDUCT 10,000.00 08 11/03 PAYROLL DEDUCT -10,000.00 10 12/03 PAYROLL DEDUCT -10,000.00 10 MISSING PAYROLL 1/04 -10,000.00 11 RELEASE 12/03 DEDUCT 10,000.00 11 RELEASE 01/04 DED 10,000.00 12 PER LTR DATED 06/04 -10,000.00 14 PER LTR DATED 08/04 -10,000.00 16 PER LTR DATED 09/04 -10,000.00 18 PER LTR DATED 10/04 -10,000.00 19 RELEASE DEDUCT EST 5 10,000.00 19 RELEASE DEDUCT EST 6 10,000.00 19 0.00 -60,000.00 TOTAL DEDUCTIONS 206,776.88 -65,630.00 PROGRAM CAS145 PAGE 1 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-YUB-70-R0.4/R7.3 ------------------------------ DE SILVA GATES CONSTRUCTION IN YUBA COUNTY ABOUT 12 KM SOUTH OF P O BOX 2909 MARYSVILLE FROM 0.1 KM NORTH OF DUBLIN CA 94568 FEATHER RIVER BOULEVARD TO MCGOWAN PARKWAY FED. AID NO. ACNH-P070-7(78)E CONSTRUCT 4-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.500 500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 560,000.00 255.000 510,000.00 03 TEMPORARY FENCE M 15.0000 26,700.00 1,563.000 23,445.00 (ENVIRONMENTAL SENSITIVE AREA) 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 1.000 25,000.00 06 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.600 6,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.910 22,750.00 S) 08 TYPE III BARRICADE EA 100.0000 5,400.00 54.000 5,400.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 2,640.00 79.200 2,376.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 50.0000 3,000.00 0.000 0.00 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 16,700.00 33,669.000 16,834.50 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,000.00 36.000 1,800.00 S) 13 TRAFFIC PLASTIC DRUM EA 50.0000 3,800.00 68.000 3,400.00 S) 14 TEMPORARY PAVEMENT MARKER EA 4.0000 9,320.00 900.000 3,600.00 15 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 1,000.00 18.000 900.00 S) 16 TEMPORARY LIGHTING SYSTEM LS 25,000.0000 25,000.00 0.950 23,750.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.910 9,100.00 S) 18 TEMPORARY RAILING (TYPE K) M 100.0000 92,000.00 1,127.758 112,775.80 19 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 36,000.00 46.000 46,000.00 S) 20 REMOVE FENCE M 2.0000 12,340.00 6,510.500 13,021.00 21 REMOVE FLARED END SECTION EA 200.0000 3,000.00 14.000 2,800.00 22 REMOVE YELLOW TRAFFIC STRIPE M 6.0000 9,900.00 388.000 2,328.00 PROGRAM CAS145 PAGE 2 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE WHITE TRAFFIC STRIPE M 3.0000 10,830.00 1,405.000 4,215.00 24 REMOVE WHITE PAVEMENT MARKING M2 60.0000 960.00 9.180 550.80 25 REMOVE ROADSIDE SIGN EA 100.0000 400.00 0.000 0.00 26 REMOVE ASPHALT CONCRETE DIKE M 2.0000 3,340.00 1,086.000 2,172.00 27 REMOVE CULVERT M 50.0000 9,000.00 124.000 6,200.00 28 REMOVE INLET EA 1,000.0000 1,000.00 0.000 0.00 29 REMOVE HEADWALL (BOX CULVERT) EA 2,500.0000 5,000.00 0.000 0.00 30 REMOVE DOWNDRAIN EA 500.0000 500.00 1.000 500.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 3,040.00 1,498.000 2,996.00 32 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 1,500.00 0.000 0.00 33 REMOVE BASE AND SURFACING M3 10.0000 24,500.00 2,303.000 23,030.00 34 SALVAGE FENCE M 10.0000 16,000.00 1,415.000 14,150.00 35 SALVAGE METAL BEAM GUARD RAILING M 20.0000 13,600.00 0.000 0.00 36 RECONSTRUCT FENCE (TYPE WM) M 20.0000 7,200.00 0.000 0.00 37 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 19,600.00 0.000 0.00 (WOOD POST) 38 RELOCATE ROADSIDE SIGN EA 150.0000 5,100.00 30.000 4,500.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 10,800.00 10,898.700 10,898.70 S) (20 MM MAXIMUM) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 93,700.00 9,677.600 9,677.60 S) (45 MM MAXIMUM) 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 8,920.00 52,730.970 105,461.94 S) (65 MM MAXIMUM) 42 REMOVE CONCRETE (BRIDGE) M3 150.0000 9,750.00 65.000 9,750.00 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 44 ROADWAY EXCAVATION M3 3.0000 135,000.00 71,549.210 214,647.63 45 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 65,500.00 655.000 65,500.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 20,100.00 402.000 20,100.00 F) 48 IMPORTED BORROW M3 13.5000 4,630,500.00 403,846.640 5,451,929.64 49 IMPORTED MATERIAL (SHOULDER BACKING) TONN 25.0000 98,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRAW (EROSION CONTROL) TONN 200.0000 6,000.00 22.858 4,571.60 S) 51 STRAW (DRILL SEED) TONN 300.0000 28,500.00 68.196 20,458.80 S) 52 FIBER (EROSION CONTROL) KG 0.6000 3,150.00 5,084.000 3,050.40 S) 53 FIBER (DRILL SEED) KG 1.0000 27,000.00 18,502.000 18,502.00 S) 54 COMPOST (EROSION CONTROL) KG 0.2500 5,250.00 19,955.000 4,988.75 S) 55 MYCORRHIZAL INOCULUM (DRILL SEED) KG 13.0000 3,120.00 238.000 3,094.00 S) 56 COMPOST (DRILL SEED) KG 0.2500 27,000.00 78,692.800 19,673.20 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 3.000 3,000.00 58 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 13,000.00 251.000 12,550.00 S) 59 PURE LIVE SEED (DRILL SEED) KG 50.0000 66,500.00 957.400 47,870.00 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 2,100.00 4,035.000 2,017.50 S) 61 COMMERCIAL FERTILIZER (DRILL SEED) KG 1.0000 21,600.00 15,742.000 15,742.00 S) 62 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 450.00 695.550 2,086.65 S) 63 STABILIZING EMULSION (DRILL SEED) KG 4.0000 21,600.00 3,403.330 13,613.32 S) 64 CLASS 2 AGGREGATE BASE M3 19.0000 718,200.00 34,268.880 651,108.72 65 CLASS 3 AGGREGATE BASE M3 10.0000 99,800.00 8,685.700 86,857.00 66 SEAL RANDOM CRACKS LNKM 800.0000 16,800.00 0.000 0.00 67 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 22,000.00 0.000 0.00 68 ASPHALT CONCRETE TONN 37.0000 1,772,300.00 45,836.230 1,695,940.51 69 ASPHALT CONCRETE (OPEN GRADED) TONN 40.0000 349,600.00 8,762.410 350,496.40 70 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 37.0000 1,502,200.00 28,020.420 1,036,755.54 MAXIMUM GRADING) 71 PAVING ASPHALT (BINDER-PAVEMENT TONN 2.0000 7.00 1.660 3.32 REINFORCING FABRIC) 72 PAVEMENT REINFORCING FABRIC M2 2.0000 5,500.00 1,317.100 2,634.20 73 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 38,400.00 25.310 50.62 AREA) 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 159.00 21.000 63.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 2,400.00 710.800 2,132.40 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 2,460.00 412.000 1,236.00 PROGRAM CAS145 PAGE 4 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH STEEL PILING (HP 250 X 62) M 30.0000 23,970.00 777.350 23,320.50 78 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 37,800.00 42.000 37,800.00 S) 79 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 33,280.00 832.000 33,280.00 80 DRIVE STEEL PILE (HP 250 X 85) EA 900.0000 30,600.00 34.000 30,600.00 S) 81 FURNISH STEEL PILING (HP 360 X 132) M 60.0000 64,080.00 1,068.000 64,080.00 82 DRIVE STEEL PILE (HP 360 X 132) EA 1,100.0000 79,200.00 72.000 79,200.00 S) 83 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000.00 S) 84 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 76,400.00 191.000 76,400.00 F) 85 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 630,800.00 1,577.000 630,800.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 14,400.00 36.000 14,400.00 F) (TYPE EQ) 87 CLASS 1 CONCRETE (BOX CULVERT) M3 400.0000 132,400.00 331.000 132,400.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 89,000.00 86.984 86,984.00 F) 89 MINOR CONCRETE (BACKFILL) M3 200.0000 5,400.00 8.910 1,782.00 90 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 10,400.00 26.000 10,400.00 S) 91 JOINT SEAL (MR 40 MM) M 150.0000 4,050.00 27.000 4,050.00 S) 92 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 244,000.00 244,000.000 244,000.00 SF) 93 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 48,727.00 48,727.000 48,727.00 SF) 94 ROADSIDE SIGN - ONE POST EA 300.0000 6,000.00 20.000 6,000.00 95 ROADSIDE SIGN - TWO POST EA 500.0000 6,000.00 7.000 3,500.00 96 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 2.000 200.00 METHOD) 97 450 MM REINFORCED CONCRETE PIPE M 200.0000 26,000.00 117.150 23,430.00 98 600 MM REINFORCED CONCRETE PIPE M 250.0000 40,000.00 156.940 39,235.00 99 750 MM REINFORCED CONCRETE PIPE M 400.0000 64,000.00 166.450 66,580.00 00 1050 MM REINFORCED CONCRETE PIPE M 1,000.0000 61,000.00 30.000 30,000.00 01 450 MM CONCRETE FLARED END SECTION EA 400.0000 2,000.00 3.000 1,200.00 02 600 MM CONCRETE FLARED END SECTION EA 500.0000 3,500.00 5.000 2,500.00 03 750 MM CONCRETE FLARED END SECTION EA 800.0000 5,600.00 7.000 5,600.00 PROGRAM CAS145 PAGE 5 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1050 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 05 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 3,600.00 8.210 2,463.00 06 SLOPE PAVING (CONCRETE) M3 500.0000 17,000.00 34.000 17,000.00 F) 07 ROCK SLOPE PROTECTION FABRIC M2 20.0000 840.00 30.240 604.80 08 MISCELLANEOUS IRON AND STEEL KG 3.0000 6,282.00 1,840.000 5,520.00 SF) 09 FENCE (TYPE WM, METAL POST) M 20.0000 157,200.00 9,034.000 180,680.00 S) 10 DELINEATOR (CLASS 1) EA 50.0000 2,150.00 20.000 1,000.00 11 DELINEATOR (CLASS 1) SURFACE MOUNTED EA 50.0000 150.00 0.000 0.00 12 MARKER (CULVERT) EA 50.0000 1,550.00 0.000 0.00 13 HIGHWAY POST MARKER EA 50.0000 850.00 0.000 0.00 14 OBJECT MARKER (TYPE L-1) EA 50.0000 450.00 0.000 0.00 15 METAL BEAM GUARD RAILING (WOOD POST) M 50.0000 67,500.00 882.800 44,140.00 S) 16 CHAIN LINK RAILING (TYPE 7) M 75.0000 22,950.00 306.000 22,950.00 F) 17 CONCRETE BARRIER (TYPE 25) M 100.0000 38,800.00 388.000 38,800.00 F) 18 TERMINAL SECTION (TYPE B) EA 200.0000 1,600.00 4.000 800.00 S) 19 END SECTION EA 175.0000 1,225.00 1.000 175.00 S) 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 18,000.00 2.000 4,000.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,000.00 0.000 0.00 S) 22 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 6,000.00 42.950 2,147.50 S) 23 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 22,550.00 19,732.000 9,866.00 S) (SPRAYABLE) 24 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,890.00 1,834.000 1,834.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,850.00 0.000 0.00 S) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4000 8,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4000 88.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,820.00 0.000 0.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,770.00 9,426.000 28,278.00 S) 30 LIGHTING LS 50,000.0000 50,000.00 0.950 47,500.00 S) PROGRAM CAS145 PAGE 6 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 0.900 4,500.00 S) (COUNT) PROGRAM CAS145 PAGE 7 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-376104 TIME 05:47 PM ESTIMATE NO. 20 BID OPENING 08/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 12,963,032.34 ADJUSTMENT OF COMPENSATION 11,378.10 328,328.34 EXTRA WORK 9,513.78 31,829.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,891.88 13,323,190.67 32 MOBILIZATION LS 1325,000.0000 1,325,000.00 1.000 1,325,000.00 ORIGINAL CONTRACT AMOUNT 14,430,908.00 TOTAL WORK COMPLETED 20,891.88 14,648,190.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 206,776.88 -65,630.00 TOTAL 227,668.76 14,582,560.67 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/19/02 280 04/14/03 10/04/02 11/22/04 255 252 0 0 91% 91% PROGRESS IS SATISFACTORY GEESEY, DUANE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/09/04