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 06/22/10 EST. NO.48 TIME 10:10 AM R.E. NAME: HILL, DARRON 01-385704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0116 1,806.34 E.W. @ F.A.(+) 050610 N GSB712 0117 546.65 050710 N GSB713 0118 1,501.71 051010 N GSB714 0119 1,501.71 051110 N GSB715 0120 1,001.03 051210 N GSB716 027 0008 375.43 E.W. @ F.A.(+) 050610 N GSB717 033 0006 1,921.72 E.W. @ F.A.(+) 050710 N GSB719 0007 1,666.30 050610 N GSB720 0008 2,630.78 052410 N GSB722 043 0008 7,045.89 E.W. @ F.A.(+) 050610 N GSB718 044 0042 6,430.72 E.W. @ F.A.(+) 052510 N GSB721 0043 24,077.34 033010 N GSB723 0044 24,200.00 031510 N GSB724 74,705.62 TOTAL THIS ESTIMATE 5,683,874.65 TOTAL PREVIOUS ESTIMATE 5,758,580.27 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 06/22/10 EST. NO.48 TIME 10:10 AM R.E. NAME: HILL, DARRON 01-385704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY FHWA FORM 1391 -10,000.00 23 FHWA 1391 10,000.00 27 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 07/07 -10,000.00 07 PER LTR DATED 8/07 -3,000.00 09 RECV'D AUG PAYROLL 3,000.00 11 RECV'D JULY PAYROLL 10,000.00 11 PER LTR 08/08 -3,000.00 23 RTN 8/08 DEDUCT 3,000.00 26 PER 12/08 LTR -5,000.00 29 RTN 12/08 DEDUCT 5,000.00 30 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 LOCATION PROGRESS ESTIMATE 01-MEN-1-69.4/70.1 ----------------- GOLDEN STATE BRIDGE INC IN MENDOCINO COUNTY NEAR FORT BRAGG 901 HOWE ROAD FROM 0.5 KM NORTH TO 0.2 KM SOUTH MARTINEZ CA 94553 OF TEN MILE RIVER BRIDGE FED. AID NO. ACST-P001(529)E ,P-P001(529)E ,ACBR-P001(529)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.750 6,750.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 3,588,000.00 20.000 104,000.00 758.000 3,941,600.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 22.0000 9,460.00 259.080 5,699.76 04 TEMPORARY GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 2.000 2,000.00 05 TEMPORARY FENCE (TYPE ESA) M 15.0000 24,750.00 555.480 8,332.20 06 ASBESTOS HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 07 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.900 4,050.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 1.000 75,000.00 09 TEMPORARY EROSION CONTROL M2 9.0000 4,950.00 1,308.500 11,776.50 10 TEMPORARY FIBER ROLL M 23.0000 15,410.00 554.883 12,762.31 11 TEMPORARY SILT FENCE M 15.0000 2,100.00 339.380 5,090.70 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 22,400.00 8.000 22,400.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 6.000 18,000.00 14 TEMPORARY COVER M2 7.0000 18,900.00 2,025.000 14,175.00 15 MOVE-IN/MOVE-OUT EA 1,250.0000 10,000.00 3.000 3,750.00 (TEMPORARY EROSION CONTROL) 16 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000.00 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000.00 S) 18 TYPE III BARRICADE EA 110.0000 2,200.00 11.000 1,210.00 19 TRAFFIC PLASTIC DRUM EA 80.0000 3,520.00 30.000 2,400.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 33,000.0000 132,000.00 3.000 99,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 140.0000 19,600.00 85.350 11,949.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING M2 12.0000 7,560.00 0.000 0.00 24 REMOVE FENCE M 12.0000 7,560.00 630.000 7,560.00 25 REMOVE METAL BEAM GUARD RAILING M 80.0000 6,880.00 86.000 6,880.00 S) 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 90.0000 3,600.00 0.000 0.00 STRIPE 27 REMOVE ROADSIDE SIGN EA 250.0000 1,000.00 4.000 1,000.00 28 REMOVE ASPHALT CONCRETE DIKE M 24.0000 768.00 0.000 0.00 29 REMOVE CULVERT EA 2,500.0000 12,500.00 5.000 12,500.00 30 REMOVE HEADWALL EA 750.0000 6,000.00 8.000 6,000.00 31 REMOVE DOWNDRAIN EA 1,500.0000 1,500.00 1.000 1,500.00 32 RELOCATE GATE EA 3,500.0000 3,500.00 1.000 3,500.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 29,000.00 2,489.580 24,895.80 S) 34 BRIDGE REMOVAL LS 2250,000.0000 2,250,000.00 1.000 2,250,000.00 35 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 36 ROADWAY EXCAVATION M3 45.0000 250,650.00 5,000.000 225,000.00 37 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 38 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 45.0000 141,300.00 3,138.000 141,210.00 39 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 200,000.00 1,000.000 200,000.00 F) 40 STRUCTURE EXCAVATION (TYPE A) M3 1,100.0000 2,618,000.00 2,380.000 2,618,000.00 F) 41 STRUCTURE EXCAVATION (TYPE D) M3 900.0000 2,340,000.00 2,600.000 2,340,000.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 78,750.00 630.000 78,750.00 F) 43 DITCH EXCAVATION (UNSUITABLE) M3 125.0000 3,250.00 0.000 0.00 44 IMPORTED BORROW M3 55.0000 152,900.00 6,185.320 340,192.60 45 IMPORTED MATERIAL (SHOULDER BACKING) TONN 135.0000 11,475.00 124.658 16,828.83 46 WEED CONTROL MAT FIBER M2 150.0000 15,300.00 155.000 23,250.00 47 IMPORTED TOPSOIL M3 100.0000 82,000.00 854.624 85,462.40 48 STRAW (EROSION CONTROL) TONN 450.0000 4,500.00 15.500 6,975.00 S) 49 FIBER (EROSION CONTROL) KG 6.0000 35,820.00 9,945.000 59,670.00 S) PROGRAM CAS145 PAGE 3 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER ROLLS M 18.0000 12,420.00 800.000 14,400.00 S) 51 COMPOST (EROSION CONTROL) M3 155.0000 1,085.00 9.900 1,534.50 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,350.0000 10,800.00 4.000 5,400.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 14,350.00 498.000 17,430.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,050.00 736.000 2,208.00 S) 55 PLANT (GROUP B) EA 125.0000 1,625.00 13.000 1,625.00 S) 56 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 100.0000 156,000.00 1,427.260 142,726.00 58 ASPHALT CONCRETE (TYPE A) TONN 200.0000 406,000.00 1,854.269 370,853.80 59 ASPHALT CONCRETE (OPEN GRADED, 25 MM) TONN 200.0000 118,000.00 590.042 118,008.40 60 PAVING ASPHALT (BINDER-PAVEMENT TONN 3,000.0000 1,800.00 0.774 2,322.00 REINFORCING FABRIC) 61 PAVEMENT REINFORCING FABRIC M2 5.0000 2,300.00 345.000 1,725.00 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 175.0000 2,100.00 11.710 2,049.25 AREA) 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 40.0000 5,600.00 138.000 5,520.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 3,040.00 73.000 2,920.00 65 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 897,250.00 485.060 897,361.00 S) PILING 66 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,750.0000 2,497,250.00 1,402.364 2,454,137.00 S) PILING 67 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,225.0000 996,800.00 482.006 1,072,463.35 S) PILING (ROCK SOCKET) 68 762 MM PERMANENT STEEL CASING M 975.0000 1,391,325.00 1,402.720 1,367,652.00 S) 69 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 755.0000 3,329,550.00 4,409.910 3,329,482.05 PILING (762 MM) 70 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 16,500.0000 2,244,000.00 136.000 2,244,000.00 S) PILE (762 MM) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000.00 S) 72 SEAL COURSE CONCRETE M3 1,100.0000 594,000.00 650.960 716,056.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 1,054,500.00 1,110.000 1,054,500.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 1,455.0000 8,148,000.00 5,600.000 8,148,000.00 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,450.0000 44,950.00 51.760 75,052.00 F) (TYPE EQ) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 10,350.00 2.260 10,170.00 PROGRAM CAS145 PAGE 4 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRILL AND BOND DOWEL M 200.0000 1,800.00 9.000 1,800.00 78 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 222.0000 4,662.00 38.000 8,436.00 79 PTFE BEARING EA 4,700.0000 56,400.00 12.000 56,400.00 S) 80 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 23,400.00 13.000 23,400.00 S) 81 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,000.0000 78,000.00 26.000 78,000.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 3,113,000.00 1,550,578.000 3,101,156.00 SF) 83 HEADED BAR REINFORCEMENT EA 10.0000 43,220.00 5,496.000 54,960.00 S) 84 ROADSIDE SIGN - ONE POST EA 700.0000 1,400.00 6.000 4,200.00 85 600 MM PLASTIC PIPE M 700.0000 25,900.00 37.000 25,900.00 86 750 MM PLASTIC PIPE M 900.0000 25,200.00 28.300 25,470.00 87 80 MM PLASTIC PIPE (OUTLET) M 450.0000 22,500.00 43.900 19,755.00 88 300 MM PLASTIC PIPE DOWNDRAIN M 250.0000 5,750.00 25.000 6,250.00 89 300 MM ENTRANCE TAPER EA 900.0000 900.00 1.000 900.00 90 300 MM ANCHOR ASSEMBLY EA 250.0000 750.00 3.000 750.00 91 600 MM STEEL FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400.00 92 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 1,600.00 7.450 1,490.00 93 ROCK SLOPE PROTECTION M3 335.0000 15,745.00 21.960 7,356.60 (BACKING NO. 1, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC M2 5.0000 750.00 86.790 433.95 95 ISOLATION CASING KG 12.0000 130,800.00 10,900.000 130,800.00 SF) 96 MISCELLANEOUS METAL KG 9.0000 15,030.00 1,670.000 15,030.00 SF)(RESTRAINER - PIPE TYPE) 97 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 48,600.00 4,050.000 48,600.00 SF) 98 DELINEATOR (CLASS 1) EA 100.0000 300.00 3.000 300.00 99 MARKER (CULVERT) EA 100.0000 600.00 6.000 600.00 00 HIGHWAY POST MARKER EA 100.0000 600.00 6.000 600.00 01 OBJECT MARKER (TYPE L-1) EA 100.0000 100.00 1.000 100.00 02 METAL BEAM GUARD RAILING M 200.0000 30,000.00 119.660 23,932.00 S) 03 METAL RAILING (1.37 M) M 420.0000 194,880.00 464.000 194,880.00 SF) PROGRAM CAS145 PAGE 5 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 550.0000 511,500.00 930.000 511,500.00 F) 05 TRANSITION RAILING (TYPE WB) EA 5,000.0000 10,000.00 2.000 10,000.00 S) 06 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 07 END CAP (TYPE TA) EA 250.0000 500.00 0.000 0.00 08 END CAP (TYPE TC) EA 250.0000 500.00 2.000 500.00 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 2.000 6,000.00 S) 10 CRASH CUSHION (QUADGUARD) EA 45,000.0000 90,000.00 2.000 90,000.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 22,000.00 4,720.800 23,604.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 2,170.00 318.000 2,226.00 S) 13 INSTALL COMMUNICATION CONDUIT BRIDGE M 100.0000 137,000.00 1,407.870 140,787.00 PROGRAM CAS145 PAGE 6 DATE 06/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 10:10 AM ESTIMATE NO. 48 BID OPENING 12/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: HILL, DARRON DATE OF THIS ESTIMATE 06/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 104,000.00 39,912,232.00 ADJUSTMENT OF COMPENSATION 0.00 2,230,850.07 EXTRA WORK 74,705.62 3,527,730.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 178,705.62 45,670,812.27 14 MOBILIZATION LS 4200,000.0000 4,200,000.00 1.000 4,200,000.00 ORIGINAL CONTRACT AMOUNT 43,530,205.00 TOTAL WORK COMPLETED 178,705.62 49,870,812.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 178,705.62 49,870,812.27 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 01/11/07 690 01/12/07 01/26/07 06/28/10 742 103 114 0 99% 92% PROGRESS IS SATISFACTORY HILL, DARRON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/10