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 09/26/08 EST. NO.29 TIME 10:17 AM R.E. NAME: PASCAL, ANTHONY 02-3C1414 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0198 1,161.50 E.W. @ F.A.(+) 080808 N 542 0 0199 15,283.07 081808 N 543 0 0200 13,051.94 081908 N 544 0 0201 13,051.94 082008 N 545 0 0202 10,244.28 082108 N 546 0 0203 10,244.28 082208 N 547 0 0204 1,637.96 082908 N 548 0 0205 17,083.37 082508 N 549 0 0206 12,599.39 082608 N 550 0 0207 13,407.18 082708 N 551 0 0208 12,286.22 082808 N 552 0 0209 6,391.47 082908 N 553 0 0211 16,674.38 090208 N 554 0 0212 14,176.57 090308 N 555 0 0213 11,817.28 090408 N 556 0 0214 10,161.58 090508 N 557 0 0215 12,744.98 090808 N 558 0 0216 11,794.98 090908 N 559 0 0217 10,161.58 091008 N 560 0 0218 11,447.29 091108 N 561 0 0219 10,161.58 091208 N 562 0 010 0012 600.00 E.W. @ U.P (+) 052008 N 541 0 025 0001 -4,109.90 A.C. @ U.P.(-) 022108 N 111110 0002 -3,387.20 121907 N 999990 028 0001 -1,152.00 A.C. @ U.P.(-) 121907 N 8888 0 227,533.72 TOTAL THIS ESTIMATE 5,433,002.52 TOTAL PREVIOUS ESTIMATE 5,660,536.24 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 09/26/08 EST. NO.29 TIME 10:17 AM R.E. NAME: PASCAL, ANTHONY 02-3C1414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/07 -1,000.00 09 RETURN DEDUCT 1,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 10:17 AM ESTIMATE NO. 29 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 09/26/08 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-R28.0/R29.0 ----------------------- GOLDEN STATE BRIDGE INC IN SHASTA COUNTY NEAR SHASTA LAKE 901 HOWE ROAD CITY FROM 0.6 KM NORTH OF BRIDGE MARTINEZ CA 94553 BAY 0VERCROSSING TO 0.5 KM SOUTH OF TURNTABLE BAY OVERCROSSING FED. AID NO. N O N E CONSTRUCT NEW DECK ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 1,028,500.00 28.000 47,600.00 714.000 1,213,800.00 03 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.750 1,500.00 PROGRAM 04 WATER POLLUTION CONTROL LS 9,950.0000 9,950.00 1.000 9,950.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 7,500.00 1.000 7,500.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 1.000 2,000.00 07 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 1.000 17,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 67,000.0000 67,000.00 1.000 67,000.00 S) 09 PORTABLE RADAR TRAILER EA 10,000.0000 20,000.00 2.000 20,000.00 S) 10 TRAFFIC CONTROL SURVEILLANCE WDAY 2,800.0000 67,200.00 23.000 64,400.00 S) 11 FLASHING ARROW SIGN EA 15,000.0000 15,000.00 1.000 15,000.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 414.000 16,560.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,500.0000 116,000.00 8.000 116,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 80.0000 642,640.00 8,085.000 646,800.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 275.0000 19,250.00 90.000 24,750.00 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.5000 56,650.00 9,090.000 49,995.00 STRIPE 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,040.00 15,134.100 60,536.40 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 125.0000 5,875.00 46.800 5,850.00 19 REMOVE ROADSIDE SIGN EA 200.0000 200.00 1.000 200.00 20 COVER SIGN PANEL EA 200.0000 200.00 1.000 200.00 21 REMOVE SLOTTED CORRUGATED STEEL PIPE M 65.0000 3,900.00 60.000 3,900.00 22 REMOVE GRATED LINE DRAIN M 55.0000 8,250.00 144.000 7,920.00 PROGRAM CAS145 PAGE 2 DATE 09/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 10:17 AM ESTIMATE NO. 29 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 09/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE DECK SURFACE M2 75.0000 355,500.00 4,740.000 355,500.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 12,375.00 100.000 12,500.00 S) 25 TEMPORARY INLET EA 1,000.0000 2,000.00 0.000 0.00 26 RELOCATE CONCRETE BARRIER (TYPE 60K) M 90.0000 6,300.00 70.000 6,300.00 27 RELOCATE ROADSIDE SIGN EA 750.0000 1,500.00 2.000 1,500.00 28 MODIFY INLET EA 1,000.0000 6,000.00 6.000 6,000.00 29 REMOVE CONCRETE BARRIER M 65.0000 102,440.00 1,507.000 97,955.00 30 PREPARE CONCRETE BRIDGE DECK SURFACE M2 14.0000 6,692.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION) LS 2550,000.0000 2,550,000.00 1.000 2,550,000.00 32 ROADWAY EXCAVATION M3 65.0000 66,300.00 1,033.620 67,185.30 33 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 34 AGGREGATE BASE (APPROACH SLAB) M3 99.0000 9,801.00 55.170 5,461.83 35 LEAN CONCRETE BASE M3 400.0000 112,000.00 253.640 101,456.00 36 ASPHALT CONCRETE (TYPE A) TONN 175.0000 122,500.00 736.940 128,964.50 37 CONCRETE PAVEMENT M3 875.0000 490,000.00 539.250 471,843.75 38 SEAL PAVEMENT JOINT M 35.0000 100,800.00 413.000 14,455.00 39 SEAL LONGITUDINAL ISOLATION JOINT M 55.0000 22,000.00 0.000 0.00 40 STRUCTURAL CONCRETE, BRIDGE M3 1,080.0000 4,158,000.00 3,933.000 4,247,640.00 F) 41 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,240.0000 121,520.00 105.600 130,944.00 (TYPE R) 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,575.0000 15,435.00 9.300 14,647.50 F) 43 MINOR CONCRETE (BACKFILL) M3 380.0000 41,800.00 188.000 71,440.00 44 DRILL AND BOND DOWEL M 65.0000 555,750.00 6,334.200 411,723.00 45 CLEAN EXPANSION JOINT M 70.0000 22,050.00 307.100 21,497.00 46 REFINISH BRIDGE DECK M2 110.0000 74,690.00 679.000 74,690.00 47 FURNISH POLYESTER CONCRETE OVERLAY M3 3,600.0000 79,200.00 0.000 0.00 48 PLACE POLYESTER CONCRETE OVERLAY M2 121.0000 57,838.00 0.000 0.00 F) 49 JOINT SEAL SYSTEM (WABOFLEX) M 3,800.0000 334,400.00 91.600 348,080.00 S) PROGRAM CAS145 PAGE 3 DATE 09/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 10:17 AM ESTIMATE NO. 29 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 09/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT SEAL (MR 30 MM) M 125.0000 21,875.00 0.000 0.00 S) 51 JOINT SEAL (MR 15 MM) M 125.0000 4,375.00 17.700 2,212.50 S) 52 JOINT SEAL (MR 40 MM) M 245.0000 25,725.00 289.400 70,903.00 S) 53 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4500 1,530,221.00 651,203.000 1,595,447.35 S) (BRIDGE) 54 PLACE SIGN PANEL EA 500.0000 4,500.00 9.000 4,500.00 55 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 60,000.00 197.000 59,100.00 56 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 15,275.00 47.000 15,275.00 (4.27 MM THICK) 57 MISCELLANEOUS IRON AND STEEL KG 16.0000 33,152.00 1,332.000 21,312.00 SF) 58 MISCELLANEOUS METAL (BRIDGE) KG 18.0000 23,220.00 1,290.000 23,220.00 SF) 59 CULVERT MARKER (BARRIER MOUNTED) EA 75.0000 1,200.00 16.000 1,200.00 16.000 1,200.00 60 TUBULAR BICYCLE RAILING M 250.0000 552,500.00 2,210.000 552,500.00 SF) 61 CONCRETE BARRIER (TYPE 60) M 155.0000 80,600.00 464.900 72,059.50 62 CONCRETE BARRIER (TYPE 60A) M 155.0000 172,360.00 1,112.000 172,360.00 F) 63 CONCRETE BARRIER (TYPE 732R) M 165.0000 84,150.00 510.000 84,150.00 F) 64 CONCRETE BARRIER (TYPE 732) M 165.0000 280,500.00 1,700.000 280,500.00 F) 65 THERMOPLASTIC PAVEMENT MARKING M2 125.0000 5,875.00 46.800 5,850.00 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 1.1500 100,395.00 51,607.600 59,348.74 S) (SPRAYABLE) 67 PAVEMENT MARKER EA 40.0000 19,600.00 590.000 23,600.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 09/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C1414 TIME 10:17 AM ESTIMATE NO. 29 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/08 R.E. NAME: PASCAL, ANTHONY DATE OF THIS ESTIMATE 09/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 48,800.00 14,540,432.37 ADJUSTMENT OF COMPENSATION -8,649.10 81,052.70 EXTRA WORK 236,182.82 5,579,483.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 276,333.72 20,200,968.61 68 MOBILIZATION LS 1610,000.0000 1,610,000.00 1.000 1,610,000.00 ORIGINAL CONTRACT AMOUNT 16,188,269.00 TOTAL WORK COMPLETED 276,333.72 21,810,968.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 276,333.72 21,810,968.61 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 07/18/06 605 07/12/06 07/20/06 10/03/08 714 87 101 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU 7-DAY CALENDAR PASCAL, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/08