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 08/22/08 EST. NO.07 TIME 02:39 PM R.E. NAME: ZINK, PHIL 03-0C7704 --------------------------------------------------------------------------- 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 0007 275.00 E.W. @ F.A.(+) 073108 N 012 0 011 0002 3,181.82 A.C. @ L.S.(+) 082008 N 02 0 018 0001 2,500.00 A.C. @ F.A.(+) 073005 N 01 0 021 0001 15,750.00 E.W. @ U.P (+) 081908 N CT-010 21,706.82 TOTAL THIS ESTIMATE 184,674.62 TOTAL PREVIOUS ESTIMATE 206,381.44 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 08/22/08 EST. NO.07 TIME 02:39 PM R.E. NAME: ZINK, PHIL 03-0C7704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -7,000.00 05 PER LTR DATED 8/08 -8,000.00 07 RETURN 8/08 DEDUCT 7,000.00 07 -1,000.00 -8,000.00 TOTAL DEDUCTIONS -11,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-R66.3/68.5 ----------------------- GRANITE CONSTRUCTION COMPANY IN PLACER COUNTY NEAR KINGVALE FROM P O BOX 50085 HAMPSHIRE ROCKS UNDERCROSSING TO WATSONVILLE CA 95077 TROY UNDERCROSSING AND AT KINGVALE UNDERCROSSING FED. AID NO. ACIM-080 -4(182)E OVERLAY CONCRETE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.250 1,875.00 02 TIME-RELATED OVERHEAD WDAY 10,000.0000 2,000,000.00 18.000 180,000.00 59.000 590,000.00 03 TEMPORARY FENCE (TYPE ESA) M 8.0000 10,560.00 1,428.300 11,426.40 04 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.091 9,100.00 0.298 29,800.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.036 180.00 0.619 3,095.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.0000 37,800.00 1,820.320 16,382.88 07 TEMPORARY SILT FENCE M 11.0000 39,600.00 971.300 10,684.30 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 35,000.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 17,500.00 0.000 0.00 10 TEMPORARY COVER M2 10.0000 20,000.00 0.000 0.00 11 TEMPORARY CHECK DAM M 275.0000 24,200.00 34.300 9,432.50 12 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 1.000 1,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 5,000.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 34,125.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 200,000.0000 200,000.00 0.091 18,200.00 0.298 59,600.00 16 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.581 2,905.00 S) 17 TRAFFIC CONTROL SYSTEM LS 571,291.3500 571,291.35 0.091 51,987.51 0.298 170,244.82 S) 18 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 28,240.00 1,510.000 6,040.00 3,716.300 14,865.20 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 50,375.00 9,753.000 12,191.25 19,828.000 24,785.00 S) 20 TRAFFIC PLASTIC DRUM EA 25.0000 28,750.00 395.000 9,875.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.091 4,550.00 0.298 14,900.00 S) 22 PORTABLE RADAR TRAILER LS 20,000.0000 20,000.00 0.091 1,820.00 0.298 5,960.00 S) PROGRAM CAS145 PAGE 2 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 50.0000 117,000.00 268.224 13,411.20 1,539.664 76,983.20 24 TEMPORARY CRASH CUSHION MODULE EA 650.0000 9,100.00 14.000 9,100.00 S) 25 REMOVE ENTRANCE TAPER EA 2,000.0000 6,000.00 3.000 6,000.00 26 REMOVE METAL BEAM GUARD RAILING M 20.0000 6,400.00 50.800 1,016.00 73.700 1,474.00 27 REMOVE FLARED END SECTION EA 150.0000 1,800.00 2.000 300.00 10.000 1,500.00 28 REMOVE TRAFFIC STRIPE M 4.0000 18,760.00 1,137.000 4,548.00 S) 29 REMOVE TRAFFIC STRIPE (TEMPORARY PAINT) M 4.0000 58,000.00 0.000 0.00 S) 30 REMOVE ROADSIDE SIGN EA 75.0000 3,450.00 0.000 0.00 31 REMOVE CULVERT EA 30,000.0000 30,000.00 0.000 0.00 32 REMOVE PIPE M 1,000.0000 9,000.00 3.100 3,100.00 8.500 8,500.00 33 REMOVE INLET EA 1,500.0000 9,000.00 2.000 3,000.00 2.000 3,000.00 34 REMOVE DOWNDRAIN EA 3,000.0000 9,000.00 3.000 9,000.00 35 RECONSTRUCT METAL BEAM GUARD RAILING M 86.0000 7,912.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 389.0000 1,167.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 93,500.00 16,739.960 83,699.80 S) 38 REMOVE CONCRETE CURB M 20.0000 6,400.00 0.000 0.00 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.7000 20,588.40 0.000 0.00 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 120,000.0000 120,000.00 1.000 120,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 58,000.0000 58,000.00 1.000 58,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 1.000 62,000.00 43 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.200 10,000.00 0.800 40,000.00 44 ROADWAY EXCAVATION M3 65.0000 864,500.00 40.000 2,600.00 3,740.450 243,129.25 45 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 0.022 198.00 0.824 7,416.00 46 IMPORTED BORROW M3 65.0000 838,500.00 1,475.000 95,875.00 4,563.400 296,621.00 47 EROSION CONTROL (TYPE D) M2 1.3000 97,500.00 0.000 0.00 S) 48 FIBER ROLLS M 4.0000 10,200.00 0.000 0.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK AND CONCRETE COLORIZATION LS 5,000.0000 5,000.00 0.000 0.00 S) 51 CLASS 2 AGGREGATE SUBBASE M3 80.0000 448,800.00 44.600 3,568.00 1,429.600 114,368.00 52 CLASS 2 AGGREGATE BASE M3 70.0000 126,000.00 363.050 25,413.50 498.050 34,863.50 53 AGGREGATE BASE (APPROACH SLAB) M3 45.0000 2,025.00 11.250 506.25 11.250 506.25 54 ASPHALT CONCRETE (TYPE A) TONN 115.0000 3,714,500.00 689.630 79,307.45 13,370.830 1,537,645.45 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 52,200.00 155.900 7,015.50 155.900 7,015.50 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.2500 215.25 0.000 0.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.2500 430.50 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.2500 4,252.50 0.000 0.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.2500 38,640.00 1,348.740 7,080.89 1,348.740 7,080.89 60 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.2500 388.50 0.000 0.00 61 CONCRETE PAVEMENT M3 240.0000 7,296,000.00 6,238.760 1,497,302.40 6,818.900 1,636,536.00 62 CONCRETE PAVEMENT (PCC W/REINFORCEMENT) M3 1,000.0000 86,000.00 0.000 0.00 63 SHOULDER RUMBLE STRIP STA 400.0000 56,000.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 64 REPLACE CONCRETE PAVEMENT M3 600.0000 624,000.00 987.440 592,464.00 (RAPID STRENGTH CONCRETE) 65 SEAL PAVEMENT JOINT M 10.0000 394,000.00 8,862.400 88,624.00 8,862.400 88,624.00 66 SEAL LONGITUDINAL ISOLATION JOINT M 30.0000 5,400.00 0.000 0.00 67 CRACK EXISTING CONCRETE PAVEMENT M2 1.5000 59,850.00 19,385.490 29,078.24 68 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 435,000.00 110.750 110,750.00 110.750 110,750.00 (TYPE R) 69 MINOR CONCRETE (MINOR STRUCTURE) M3 4,000.0000 112,000.00 11.820 47,280.00 15.870 63,480.00 F) 70 PAVING NOTCH EXTENSION M3 8,000.0000 59,200.00 0.948 7,584.00 1.853 14,824.00 71 FURNISH POLYESTER CONCRETE OVERLAY M3 2,900.0000 240,700.00 0.000 0.00 72 PLACE POLYESTER CONCRETE OVERLAY M2 12.0000 43,344.00 0.000 0.00 F) 73 JOINT SEAL (MR 30 MM) M 180.0000 11,700.00 0.000 0.00 S) 74 JOINT SEAL (MR 15 MM) M 180.0000 19,440.00 0.000 0.00 S) 75 ROADSIDE SIGN - ONE POST EA 227.0000 6,129.00 0.000 0.00 76 ROADSIDE SIGN - TWO POST EA 340.0000 1,020.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 74.0000 3,034.00 0.000 0.00 METHOD) 78 450 MM REINFORCED CONCRETE PIPE M 550.0000 8,250.00 15.800 8,690.00 15.800 8,690.00 79 490 MM X 770 MM OVAL SHAPED REINFORCED M 750.0000 53,250.00 0.000 0.00 CONCRETE PIPE (CLASS III) 80 200 MM CORRUGATED STEEL PIPE M 450.0000 1,350.00 3.000 1,350.00 3.000 1,350.00 (1.63 MM THICK) 81 450 MM CORRUGATED STEEL PIPE M 1,500.0000 4,950.00 3.300 4,950.00 3.300 4,950.00 (2.77 MM THICK) 82 600 MM CORRUGATED STEEL PIPE M 950.0000 24,700.00 2.300 2,185.00 5.300 5,035.00 (2.77 MM THICK) 83 1650 MM CORRUGATED STEEL PIPE M 850.0000 4,080.00 4.800 4,080.00 (2.77 MM THICK) 84 FILTER FABRIC M2 8.0000 544.00 32.360 258.88 42.860 342.88 85 PERMEABLE MATERIAL M3 80.0000 480.00 2.050 164.00 2.950 236.00 86 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 14,500.00 9.700 4,850.00 9.700 4,850.00 (1.63 MM THICK) 87 300 MM ENTRANCE TAPER EA 500.0000 1,000.00 0.000 0.00 88 300 MM DOWNDRAIN SLIP JOINT EA 525.0000 1,575.00 1.000 525.00 1.000 525.00 89 300 MM ANCHOR ASSEMBLY EA 2,200.0000 6,600.00 1.000 2,200.00 1.000 2,200.00 90 450 MM STEEL FLARED END SECTION EA 330.0000 330.00 1.000 330.00 1.000 330.00 91 600 MM STEEL FLARED END SECTION EA 360.0000 5,400.00 3.000 1,080.00 14.000 5,040.00 92 750 MM STEEL FLARED END SECTION EA 480.0000 2,400.00 5.000 2,400.00 93 900 MM STEEL FLARED END SECTION EA 650.0000 2,600.00 6.000 3,900.00 94 1050 MM STEEL FLARED END SECTION EA 1,100.0000 4,400.00 1.000 1,100.00 4.000 4,400.00 95 1200 MM STEEL FLARED END SECTION EA 1,250.0000 1,250.00 0.000 0.00 96 900 MM PRECAST CONCRETE PIPE INLET M 1,700.0000 3,400.00 2.000 3,400.00 2.000 3,400.00 97 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 28.150 5,630.00 298.750 59,750.00 (FACING, METHOD B) 98 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 125.0000 313,750.00 2,510.000 313,750.00 99 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 225.0000 40,500.00 31.540 7,096.50 31.540 7,096.50 00 CONCRETED-ROCK SLOPE PROTECTION M3 450.0000 6,750.00 14.700 6,615.00 (1/2T, METHOD B) 01 GABION M3 500.0000 23,500.00 0.000 0.00 02 SACKED CONCRETE SLOPE PROTECTION M3 525.0000 13,125.00 9.500 4,987.50 03 FILTER FABRIC (GABION) M2 150.0000 5,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION FABRIC M2 1.0000 1,570.00 318.500 318.50 1,071.900 1,071.90 05 MISCELLANEOUS IRON AND STEEL KG 5.5000 12,952.50 1,045.600 5,750.80 1,372.900 7,550.95 SF) 06 SNOW PLOW DETECTOR EA 500.0000 58,500.00 0.000 0.00 07 DELINEATOR (CLASS 2) EA 39.0000 12,870.00 0.000 0.00 08 MARKER (CULVERT) EA 38.0000 2,014.00 0.000 0.00 09 HIGHWAY POST MARKER EA 44.0000 308.00 0.000 0.00 10 OBJECT MARKER (TYPE L-1) EA 44.0000 484.00 0.000 0.00 11 PIPE BOLLARD EA 900.0000 17,100.00 0.000 0.00 12 METAL BEAM GUARD RAILING (WOOD POST) M 425.0000 85,000.00 13.200 5,610.00 13.200 5,610.00 S) 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 1,200.00 0.000 0.00 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 3,400.00 1.000 3,400.00 1.000 3,400.00 S) 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 26,000.00 2.000 5,200.00 2.000 5,200.00 S) 16 CONCRETE BARRIER (TYPE 732R) M 750.0000 477,750.00 319.000 239,250.00 637.000 477,750.00 F) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 41.0000 8,200.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 35.0000 29,400.00 0.000 0.00 S) (RECESSED) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 29.0000 263,900.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 20 100 MM TWO-COMPONENT PAINT M 5.0000 95,500.00 0.000 0.00 S) TRAFFIC STRIPE 21 TWO-COMPONENT PAINT PAVEMENT MARKING M2 250.0000 5,250.00 0.000 0.00 S) 22 LIGHTING (MODIFY) LS 19,205.0000 19,205.00 0.000 0.00 S) 23 LIGHTING (CHAIN-ON/OFF) LS 565,000.0000 565,000.00 0.200 113,000.00 S) 24 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 25 MIGRATORY BIRD PROTECTION LS 10,000.0000 10,000.00 0.045 450.00 0.649 6,490.00 PROGRAM CAS145 PAGE 6 DATE 08/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C7704 TIME 02:39 PM ESTIMATE NO. 07 BID OPENING 09/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,591,789.63 7,309,038.91 ADJUSTMENT OF COMPENSATION 5,681.82 176,372.85 EXTRA WORK 16,025.00 30,008.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,613,496.45 7,515,420.35 26 MOBILIZATION LS 2400,000.0000 2,400,000.00 0.950 2,280,000.00 ORIGINAL CONTRACT AMOUNT 24,375,375.00 TOTAL WORK COMPLETED 2,613,496.45 9,795,420.35 MATERIALS ON HAND ON SITE 41,994.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,000.00 -18,000.00 TOTAL 2,602,496.45 9,819,414.39 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 09/28/07 200 05/05/08 12/07/07 03/17/09 59 117 -2 0 40% 30% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/08