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 12/24/07 EST. NO.21 TIME 10:32 AM R.E. NAME: WILSON, JENNIFER 05-0G4104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/24/07 EST. NO.21 TIME 10:32 AM R.E. NAME: WILSON, JENNIFER 05-0G4104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM SCH -93,309.59 08 RELEASE CPM RETENT 93,309.59 10 25% RETENTION (CPM) -420.00 17 CPM DEDUCTION REL 420.00 19 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 05 REL EST #3 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G4104 TIME 10:32 AM ESTIMATE NO. 21 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: WILSON, JENNIFER DATE OF THIS ESTIMATE 12/24/07 LOCATION PROGRESS ESTIMATE 05-SCR-17-9.4/9.6 ----------------- GRANITE CONSTRUCTION IN SANTA CRUZ COUNTY NEAR SCOTTS PO BOX 720 VALLEY FROM 0.1 KM SOUTH OF LAUREL WATSONVILLE, CA 95077 ROAD TO 0.4 KM NORTH OF LAUREL ROAD FED. AID NO. N O N E WIDEN ROADWAY AND SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 32.0000 24,000.00 576.120 18,435.84 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 8,000.0000 8,000.00 0.879 7,032.00 04 TEMPORARY FIBER ROLL M 16.0000 25,760.00 541.190 8,659.04 S) 05 TEMPORARY SILT FENCE M 19.0000 8,170.00 553.600 10,518.40 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 4,500.00 2.000 9,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 4,500.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,000.00 2.000 1,000.00 09 STREET SWEEPING LS 10,000.0000 10,000.00 0.630 6,300.00 10 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.750 5,250.00 S) 11 TRAFFIC CONTROL SYSTEM LS 252,701.0000 252,701.00 0.999 252,448.30 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.999 2,997.00 S) 13 TEMPORARY RAILING (TYPE K) M 290.0000 37,700.00 131.900 38,251.00 S) 14 QUICKCHANGE MOVEABLE BARRIER SYSTEM M 950.0000 380,000.00 408.000 387,600.00 S) 15 SAFEGUARD LINK SYSTEM M 1,350.0000 324,000.00 238.000 321,300.00 S) 16 TEMPORARY CRASH CUSHION (ADIEM) EA 24,000.0000 96,000.00 2.000 48,000.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 12,200.00 527.180 10,543.60 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.2000 5,408.00 1,476.000 4,723.20 S) STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2000 5,148.00 2,760.000 6,072.00 S) 20 REMOVE PAVEMENT MARKER EA 1.6000 1,584.00 1,125.000 1,800.00 S) 21 REMOVE CULVERT M 250.0000 9,000.00 35.200 8,800.00 22 REMOVE DOWNDRAIN M 7.0000 840.00 120.000 840.00 PROGRAM CAS145 PAGE 2 DATE 12/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G4104 TIME 10:32 AM ESTIMATE NO. 21 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: WILSON, JENNIFER DATE OF THIS ESTIMATE 12/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 82,620.00 9,308.000 83,772.00 S) 25 REMOVE CONCRETE BARRIER (TYPE 50) M 46.0000 17,480.00 379.500 17,457.00 26 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 27 DEVELOP WATER SUPPLY LS 500.0000 500.00 0.000 0.00 28 ROADWAY EXCAVATION M3 450.0000 99,000.00 215.990 97,195.50 29 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 30 STRUCTURE EXCAVATION (BRIDGE) M3 56.0000 11,704.00 249.000 13,944.00 F) 31 STRUCTURE EXCAVATION (SLOPE PROTECTION) M3 140.0000 57,400.00 410.000 57,400.00 F) 32 STRUCTURE EXCAVATION (TYPE Z-3) M3 289.0000 39,304.00 136.000 39,304.00 F) (AERIALLY DEPOSITED LEAD) 33 STRUCTURE BACKFILL (BRIDGE) M3 132.0000 16,368.00 124.000 16,368.00 F) 34 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.938 18,760.00 S) 35 DUFF M2 6.0000 19,020.00 3,170.000 19,020.00 S) 36 FIBER ROLLS M 20.0000 6,800.00 341.320 6,826.40 S) 37 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.084 1,680.00 0.568 11,360.00 S) 38 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 39 CLASS 2 AGGREGATE BASE M3 200.0000 24,000.00 106.980 21,396.00 40 ASPHALT CONCRETE (TYPE A) TONN 125.0000 153,750.00 1,516.420 189,552.50 41 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 85,800.00 516.700 67,171.00 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 300.0000 1,800.00 6.000 1,800.00 AREA) 43 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 54.0000 1,512.00 0.000 0.00 44 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 65.0000 1,495.00 0.000 0.00 45 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,500.0000 7,500.00 6.800 10,200.00 46 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 275,850.00 606.220 272,799.00 S) PILING 47 STRUCTURAL CONCRETE, BRIDGE M3 1,350.0000 739,800.00 588.000 793,800.00 F) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 8,000.00 4.000 8,000.00 F) (TYPE EQ) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 3,700.0000 7,770.00 2.100 7,770.00 F) PROGRAM CAS145 PAGE 3 DATE 12/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G4104 TIME 10:32 AM ESTIMATE NO. 21 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: WILSON, JENNIFER DATE OF THIS ESTIMATE 12/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 100.0000 1,800.00 15.100 1,510.00 S) 51 JOINT SEAL (MR 15 MM) M 100.0000 600.00 4.800 480.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 335,808.00 193,906.959 349,032.53 SF) 53 PREPARE AND PAINT CONCRETE M2 26.0000 3,380.00 127.000 3,302.00 S) 54 450 MM CORRUGATED STEEL PIPE M 600.0000 23,400.00 30.900 18,540.00 (2.01 MM THICK) 55 300 MM SLOTTED CORRUGATED STEEL PIPE M 750.0000 18,750.00 24.400 18,300.00 (2.01 MM THICK) 56 900 MM CORRUGATED STEEL PIPE INLET M 2,000.0000 4,800.00 2.400 4,800.00 (2.77 MM THICK) 57 450 MM STEEL FLARED END SECTION EA 200.0000 400.00 1.000 200.00 58 ROCK SLOPE PROTECTION M3 170.0000 34,000.00 186.000 31,620.00 (BACKING NO. 2, METHOD B) 59 SLOPE PAVING (CONCRETE) M3 625.0000 103,125.00 165.000 103,125.00 F) 60 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,500.00 721.900 1,443.80 61 MISCELLANEOUS IRON AND STEEL KG 7.0000 1,540.00 220.000 1,540.00 F) 62 OBJECT MARKER (TYPE L) EA 120.0000 960.00 8.000 960.00 63 METAL BEAM GUARD RAILING (STEEL POST) M 83.0000 22,410.00 236.200 19,604.60 S) 64 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 1.000 3,000.00 S) 65 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 1.000 750.00 S) 66 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 5,500.00 2.000 5,500.00 S) 67 CONCRETE BARRIER (TYPE 60S) M 320.0000 121,600.00 379.000 121,280.00 68 CONCRETE BARRIER (TYPE 736) M 440.0000 146,960.00 334.000 146,960.00 F) 69 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,200.00 48.540 1,941.60 S) 70 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 3,126.00 5,160.300 3,096.18 S) (SPRAYABLE) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 600.00 268.000 804.00 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,320.00 2,576.000 5,152.00 S) (BROKEN 5.18 M - 2.14 M) 73 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 3,885.00 1,062.000 3,717.00 S) 74 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,250.00 510.000 2,550.00 S) 75 LIGHTING CONDUIT (BRIDGE) LS 15,000.0000 15,000.00 0.930 13,950.00 S) 76 TRAFFIC MONITORING STATION LS 45,000.0000 45,000.00 0.381 17,145.00 S) PROGRAM CAS145 PAGE 4 DATE 12/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G4104 TIME 10:32 AM ESTIMATE NO. 21 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: WILSON, JENNIFER DATE OF THIS ESTIMATE 12/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.633 25,320.00 S) PROGRAM CAS145 PAGE 5 DATE 12/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G4104 TIME 10:32 AM ESTIMATE NO. 21 BID OPENING 02/22/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: WILSON, JENNIFER DATE OF THIS ESTIMATE 12/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,680.00 3,844,639.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 92,457.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,680.00 3,937,097.18 78 MOBILIZATION LS 41,000.0000 41,000.00 1.000 41,000.00 ORIGINAL CONTRACT AMOUNT 3,948,948.00 TOTAL WORK COMPLETED 1,680.00 3,978,097.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,680.00 3,978,097.18 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 03/27/06 460 04/10/06 04/10/06 06/20/08 336 90 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY WILSON, JENNIFER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/07