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 02/22/08 EST. NO.16 TIME 11:04 AM R.E. NAME: FITZGERALD, TOM 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 --------------------------------------------------------------------------- 003 0003 4,045.98 E.W. @ F.A.(+) 012908 Y GSB390 008 0050 837.82 E.W. @ F.A.(+) 011608 Y GSB386 013 0195-1 -6,601.50 E.W. @ F.A.(+) 112907 Y GSB284 DAO CORRECTING ENTRY 0196-1 -6,086.75 113007 Y GSB285 DAO CORRECTING ENTRY 0219 261.19 121507 Y GSB329 0220 317.63 121607 Y GSB330 0222 1,135.06 121807 Y GSB332 0223 1,428.33 121907 Y GSB333 0224 1,709.31 122007 Y GSB334 0225 1,173.41 122107 Y GSB335 0243 3,533.53 011008 Y GSB361 0245 283.75 011308 Y GSB363 0247 7,445.60 011508 Y GSB383 0248 1,549.73 011508 Y GSB372 0249 3,040.54 011408 Y GSB373 0250 7,851.59 011608 Y GSB374 0251 8,943.56 011708 Y GSB375 0252 9,147.60 121707 Y GSB384 0253 3,723.60 012308 Y GSB387 0254 1,876.85 012008 Y GSB388 0255 9,988.00 013108 N GSB394 014 0017 269.85 E.W. @ F.A.(+) 092707 N GSB375 021 0020 3,127.30 E.W. @ F.A.(+) 121707 N GSB376 0021 1,876.38 122807 Y GSB389 0022 3,127.30 011108 Y GSB391 022 0004 841.94 E.W. @ F.A.(+) 091807 N GSB371 64,847.60 TOTAL THIS ESTIMATE 2,256,672.54 TOTAL PREVIOUS ESTIMATE 2,321,520.14 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 02/22/08 EST. NO.16 TIME 11:04 AM R.E. NAME: FITZGERALD, TOM 01-385704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 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 0.250 2,250.00 02 TIME-RELATED OVERHEAD WDAY 5,200.0000 3,588,000.00 20.000 104,000.00 262.000 1,362,400.00 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 24,750.00 347.480 5,212.20 06 ASBESTOS HEALTH AND SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0.00 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 0.020 1,500.00 0.660 49,500.00 09 TEMPORARY EROSION CONTROL M2 9.0000 4,950.00 1,308.500 11,776.50 10 TEMPORARY FIBER ROLL M 23.0000 15,410.00 335.083 7,706.91 11 TEMPORARY SILT FENCE M 15.0000 2,100.00 15.240 228.60 316.480 4,747.20 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 22,400.00 0.750 2,100.00 2.750 7,700.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 6.000 18,000.00 14 TEMPORARY COVER M2 7.0000 18,900.00 675.000 4,725.00 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 0.750 4,500.00 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.666 83,250.00 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 1.664 54,912.00 S) 21 TEMPORARY RAILING (TYPE K) M 140.0000 19,600.00 0.000 0.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 28 REMOVE ASPHALT CONCRETE DIKE M 24.0000 768.00 0.000 0.00 29 REMOVE CULVERT EA 2,500.0000 12,500.00 4.000 10,000.00 30 REMOVE HEADWALL EA 750.0000 6,000.00 6.000 4,500.00 31 REMOVE DOWNDRAIN EA 1,500.0000 1,500.00 0.000 0.00 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 0.000 0.00 S) 34 BRIDGE REMOVAL LS 2250,000.0000 2,250,000.00 0.007 15,750.00 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 0.500 1,000.00 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 2,142.000 2,356,200.00 F) 41 STRUCTURE EXCAVATION (TYPE D) M3 900.0000 2,340,000.00 43.000 38,700.00 2,556.000 2,300,400.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 78,750.00 500.000 62,500.00 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 0.000 0.00 46 WEED CONTROL MAT FIBER M2 150.0000 15,300.00 0.000 0.00 47 IMPORTED TOPSOIL M3 100.0000 82,000.00 854.624 85,462.40 48 STRAW (EROSION CONTROL) TONN 450.0000 4,500.00 12.000 5,400.00 S) 49 FIBER (EROSION CONTROL) KG 6.0000 35,820.00 7,770.000 46,620.00 S) PROGRAM CAS145 PAGE 3 DATE 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 1,240.00 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,350.0000 10,800.00 1.000 1,350.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 14,350.00 410.000 14,350.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,050.00 585.000 1,755.00 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 0.610 9,150.00 S) 57 CLASS 2 AGGREGATE BASE M3 100.0000 156,000.00 1,100.000 110,000.00 58 ASPHALT CONCRETE (TYPE A) TONN 200.0000 406,000.00 410.955 82,191.00 59 ASPHALT CONCRETE (OPEN GRADED, 25 MM) TONN 200.0000 118,000.00 0.000 0.00 60 PAVING ASPHALT (BINDER-PAVEMENT TONN 3,000.0000 1,800.00 0.000 0.00 REINFORCING FABRIC) 61 PAVEMENT REINFORCING FABRIC M2 5.0000 2,300.00 0.000 0.00 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 175.0000 2,100.00 0.000 0.00 AREA) 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 40.0000 5,600.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 3,040.00 0.000 0.00 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 1,118.244 1,956,927.00 S) PILING 67 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,225.0000 996,800.00 290.006 645,263.35 S) PILING (ROCK SOCKET) 68 762 MM PERMANENT STEEL CASING M 975.0000 1,391,325.00 7.720 7,527.00 1,402.720 1,367,652.00 S) 69 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 755.0000 3,329,550.00 101.040 76,285.20 4,308.970 3,253,272.35 PILING (762 MM) 70 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 16,500.0000 2,244,000.00 6.400 105,600.00 132.800 2,191,200.00 S) PILE (762 MM) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.000 0.00 S) 72 SEAL COURSE CONCRETE M3 1,100.0000 594,000.00 140.510 154,561.00 510.450 561,495.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 950.0000 1,054,500.00 145.530 138,253.50 628.880 597,436.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 1,455.0000 8,148,000.00 81.260 118,233.30 418.750 609,281.25 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,450.0000 44,950.00 0.000 0.00 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 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 80 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 23,400.00 0.000 0.00 S) 81 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,000.0000 78,000.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 3,113,000.00 110.860 221.72 377,232.860 754,465.72 SF) 83 HEADED BAR REINFORCEMENT EA 10.0000 43,220.00 244.000 2,440.00 734.000 7,340.00 S) 84 ROADSIDE SIGN - ONE POST EA 700.0000 1,400.00 0.000 0.00 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 25.000 11,250.00 88 300 MM PLASTIC PIPE DOWNDRAIN M 250.0000 5,750.00 22.400 5,600.00 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 46.500 15,577.50 (BACKING NO. 1, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC M2 5.0000 750.00 22.240 111.20 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 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 97 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 48,600.00 0.000 0.00 SF) 98 DELINEATOR (CLASS 1) EA 100.0000 300.00 0.000 0.00 99 MARKER (CULVERT) EA 100.0000 600.00 0.000 0.00 00 HIGHWAY POST MARKER EA 100.0000 600.00 0.000 0.00 01 OBJECT MARKER (TYPE L-1) EA 100.0000 100.00 0.000 0.00 02 METAL BEAM GUARD RAILING M 200.0000 30,000.00 0.000 0.00 S) 03 METAL RAILING (1.37 M) M 420.0000 194,880.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 05 TRANSITION RAILING (TYPE WB) EA 5,000.0000 10,000.00 0.000 0.00 S) 06 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0.00 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 0.000 0.00 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 S) 10 CRASH CUSHION (QUADGUARD) EA 45,000.0000 90,000.00 0.000 0.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 22,000.00 0.000 0.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 2,170.00 0.000 0.00 S) 13 INSTALL COMMUNICATION CONDUIT BRIDGE M 100.0000 137,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-385704 TIME 11:04 AM ESTIMATE NO. 16 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 02/20/08 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 754,375.32 20,808,943.94 ADJUSTMENT OF COMPENSATION 0.00 329,376.32 EXTRA WORK 64,847.60 1,992,143.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 819,222.92 23,130,464.08 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 819,222.92 27,330,464.08 MATERIALS ON HAND ON SITE 332,201.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 819,222.92 27,662,665.67 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 01/11/07 595 01/12/07 01/26/07 11/13/09 257 8 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/08