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 10/22/04 EST. NO.07 TIME 01:09 PM R.E. NAME: MCCLENDON, GREG 11-167874 --------------------------------------------------------------------------- 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 3,084.11 A.C. @ U.P.(+) 092004 N 3 0 3,084.11 TOTAL THIS ESTIMATE 33,012.59 TOTAL PREVIOUS ESTIMATE 36,096.70 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 10/22/04 EST. NO.07 TIME 01:09 PM R.E. NAME: MCCLENDON, GREG 11-167874 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE SUBSTITUTION -8,611.61 02 EQUIPMENT LISTS -4,000.00 03 HC-45 PAVEMENT RECYC -5,000.00 03 EQUIPMENT LISTS 2,000.00 04 EQUIPMENT LISTS -4,000.00 05 AC BASE, R/C -8,334.20 07 AUTH PERSONNEL - EWB -2,000.00 07 EQUIP LISTS 6,000.00 07 -4,334.20 -23,945.81 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 DOCS RECD 10,000.00 06 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD JUNE 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 PRS RECD AUG 10,000.00 07 10,000.00 0.00 TOTAL DEDUCTIONS 5,665.80 -23,945.81 PROGRAM CAS145 PAGE 1 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:09 PM ESTIMATE NO. 07 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 10/22/04 LOCATION PROGRESS ESTIMATE 11-IMP-78-15.3/15.8 ----------------- GRANITE CONSTRUCTION IN IMPERIAL COUNTY NEAR BRAWLEY AT 9095 HIGHWAY 111 VARIOUS LOCATIONS EL CENTRO, CA 92243 FED. AID NO. ACNH-X025(25)E CONSTRUCT FOUR LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 340,000.0000 340,000.00 0.111 37,740.00 0.700 238,000.00 03 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.750 375.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 8,000.0000 8,000.00 0.117 936.00 0.700 5,600.00 05 SWEEPER EA 33,000.0000 33,000.00 0.117 3,861.00 0.700 23,100.00 06 TEMPORARY EROSION CONTROL M2 0.1500 36,900.00 0.000 0.00 S) 07 TEMPORARY FIBER ROLL M 14.0000 14,840.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,300.0000 13,800.00 2.000 4,600.00 09 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 7,800.0000 62,400.00 5.200 40,560.00 10 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.164 1,394.00 0.810 6,885.00 S) 11 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.117 4,095.00 0.700 24,500.00 S) 12 TYPE III BARRICADE EA 230.0000 20,010.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 41,150.00 5,192.000 25,960.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,450.00 0.000 0.00 S) (LEFT IN PLACE) 15 TEMPORARY PAVEMENT MARKER EA 4.0000 760.00 195.000 780.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 34,000.00 0.467 3,969.50 2.800 23,800.00 S) 17 TEMPORARY RAILING (TYPE K) M 17.0000 33,490.00 2,085.740 35,457.58 S) 18 TRAFFIC PLASTIC DRUM EA 30.0000 1,050.00 23.000 690.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 280.0000 15,680.00 56.000 15,680.00 S) 20 ABANDON CULVERT EA 1,400.0000 1,400.00 0.000 0.00 21 REMOVE BARRICADE EA 125.0000 500.00 0.000 0.00 22 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 17.0000 6,120.00 169.840 2,887.28 MARKING PROGRAM CAS145 PAGE 2 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:09 PM ESTIMATE NO. 07 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 160.0000 3,680.00 0.000 0.00 24 REMOVE SURFACING M3 24.0000 3,720.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 70.0000 2,380.00 0.000 0.00 S) (45 MM MAXIMUM) 26 REMOVE CONCRETE BARRIER (TYPE K) M 18.0000 5,940.00 0.000 0.00 27 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 28 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000.00 29 ROADWAY EXCAVATION M3 5.0000 150,000.00 4,709.740 23,548.70 27,634.560 138,172.80 30 SAND BACKFILL M3 620.0000 3,100.00 0.000 0.00 31 IMPORTED BORROW M3 21.0000 2,499,000.00 11,014.450 231,303.45 114,505.410 2,404,613.61 32 200 MM CORRUGATED HIGH DENSITY M 190.0000 64,600.00 66.300 12,597.00 334.900 63,631.00 S) POLYETHYLENE PIPE CONDUIT 33 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 34 CLASS 4 AGGREGATE SUBBASE M3 19.0000 931,000.00 8,299.799 157,696.18 48,946.034 929,974.65 35 CLASS 2 AGGREGATE BASE M3 30.0000 720,000.00 2,514.309 75,429.27 20,380.795 611,423.85 36 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 860.0000 2,580.00 0.000 0.00 37 ASPHALT CONCRETE (TYPE A) TONN 54.0000 129,600.00 1,666.060 89,967.24 38 ASPHALT CONCRETE BASE (TYPE A) TONN 42.0000 1,276,800.00 19,814.320 832,201.44 29,152.870 1,224,420.54 39 PLACE ASPHALT CONCRETE DIKE M 18.0000 6,660.00 0.000 0.00 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 205.0000 1,230.00 0.000 0.00 AREA) 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,500.0000 1,950.00 5.870 8,805.00 6.510 9,765.00 42 CONCRETE PAVEMENT M3 105.0000 2,205,000.00 1,144.441 120,166.31 1,475.612 154,939.26 43 SHOULDER RUMBLE STRIP STA 1,100.0000 7,700.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 44 SEAL PAVEMENT JOINT M 3.0000 104,700.00 1,155.000 3,465.00 45 CLASS 4 CONCRETE (BACKFILL) M3 340.0000 2,720.00 6.860 2,332.40 46 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 52,500.00 1.960 4,116.00 24.710 51,891.00 F) 47 ROADSIDE SIGN - ONE POST EA 105.0000 5,880.00 0.000 0.00 48 ROADSIDE SIGN - TWO POST EA 315.0000 2,205.00 0.000 0.00 49 150 MM ALTERNATIVE PIPE CULVERT M 120.0000 24,000.00 199.000 23,880.00 PROGRAM CAS145 PAGE 3 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:09 PM ESTIMATE NO. 07 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE PIPE CULVERT M 130.0000 22,750.00 179.500 23,335.00 51 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 16,500.00 3.000 450.00 111.000 16,650.00 52 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 101,475.00 37.570 6,199.05 620.510 102,384.15 53 750 MM ALTERNATIVE PIPE CULVERT M 220.0000 74,800.00 329.950 72,589.00 54 300 MM REINFORCED CONCRETE PIPE M 1,800.0000 72,000.00 39.120 70,416.00 (CLASS III) 55 750 MM REINFORCED CONCRETE PIPE M 2,300.0000 52,900.00 23.000 52,900.00 (CLASS III) 56 450 MM ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 0.000 0.00 57 600 MM ALTERNATIVE FLARED END SECTION EA 175.0000 1,400.00 1.000 175.00 2.000 350.00 58 MINOR CONCRETE (SLOPE PROTECTION) M3 620.0000 6,820.00 0.000 0.00 59 MISCELLANEOUS IRON AND STEEL KG 4.0000 6,420.00 119.000 476.00 1,457.000 5,828.00 SF) 60 FENCE (TYPE BW, 4-STRAND, METAL POST) M 10.0000 75,600.00 0.000 0.00 S) 61 2.4 M WIRE MESH GATE EA 1,000.0000 8,000.00 0.000 0.00 S) 62 DELINEATOR (CLASS 1) EA 35.0000 2,905.00 0.000 0.00 63 METAL BEAM GUARD RAILING (WOOD POST) M 220.0000 2,640.00 0.000 0.00 S) 64 CONCRETE BARRIER (TYPE K) M 31.0000 4,185.00 0.000 0.00 65 CABLE RAILING M 300.0000 6,000.00 0.000 0.00 S) 66 TERMINAL SYSTEM (TYPE SRT) EA 2,600.0000 2,600.00 0.000 0.00 S) 67 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 0.000 0.00 S) 68 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 4,212.00 0.000 0.00 S) 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,960.00 0.000 0.00 S) 70 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 6,762.00 0.000 0.00 S) 71 PAINT PAVEMENT MARKING (2-COAT) M2 4.0000 320.00 0.000 0.00 S) 72 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,440.00 0.000 0.00 S) 73 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,340.00 0.000 0.00 S) 74 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.130 22,100.00 0.200 34,000.00 S) 75 LIGHTING LS 25,000.0000 25,000.00 0.300 7,500.00 0.460 11,500.00 S) 76 TRAFFIC MONITORING STATION (COUNT) LS 30,000.0000 30,000.00 0.040 1,200.00 0.060 1,800.00 S) PROGRAM CAS145 PAGE 4 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:09 PM ESTIMATE NO. 07 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,555,958.90 6,669,103.36 ADJUSTMENT OF COMPENSATION 3,084.11 33,814.74 EXTRA WORK 0.00 2,281.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,559,043.01 6,705,200.06 77 MOBILIZATION LS 642,809.0000 642,809.00 1.000 642,809.00 ORIGINAL CONTRACT AMOUNT 10,394,983.00 TOTAL WORK COMPLETED 1,559,043.01 7,348,009.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,665.80 -23,945.81 TOTAL 1,564,708.81 7,324,063.25 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 12/18/03 180 04/19/04 01/02/04 01/06/05 126 74 0 0 70% 70% PROGRESS IS SATISFACTORY MCCLENDON, GREG RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 10/22/04