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 08/24/04 EST. NO.05 TIME 01:04 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 0002 26,299.09 A.C. @ U.P.(+) 082404 N 2 0 26,299.09 TOTAL THIS ESTIMATE 4,966.91 TOTAL PREVIOUS ESTIMATE 31,266.00 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 08/24/04 EST. NO.05 TIME 01:04 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 -4,000.00 -19,611.61 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 -10,000.00 -10,000.00 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 0.00 -10,000.00 TOTAL DEDUCTIONS -14,000.00 -39,611.61 PROGRAM CAS145 PAGE 1 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:04 PM ESTIMATE NO. 05 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 08/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 08/24/04 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 0.128 43,520.00 0.478 162,520.00 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 0.128 1,024.00 0.478 3,824.00 05 SWEEPER EA 33,000.0000 33,000.00 0.128 4,224.00 0.478 15,774.00 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 0.038 323.00 0.614 5,219.00 S) 11 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.128 4,480.00 0.478 16,730.00 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 2,195.000 10,975.00 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 760.00 127.000 508.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 34,000.00 0.511 4,343.50 1.911 16,243.50 S) 17 TEMPORARY RAILING (TYPE K) M 17.0000 33,490.00 1,500.520 25,508.84 S) 18 TRAFFIC PLASTIC DRUM EA 30.0000 1,050.00 12.000 360.00 S) 19 TEMPORARY CRASH CUSHION MODULE EA 280.0000 15,680.00 42.000 11,760.00 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 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:04 PM ESTIMATE NO. 05 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 08/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,924.820 114,624.10 30 SAND BACKFILL M3 620.0000 3,100.00 0.000 0.00 31 IMPORTED BORROW M3 21.0000 2,499,000.00 3,385.220 71,089.62 103,490.960 2,173,310.16 32 200 MM CORRUGATED HIGH DENSITY M 190.0000 64,600.00 66.350 12,606.50 121.600 23,104.00 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 931,000.00 658.485 12,511.22 17,399.100 330,582.90 35 CLASS 2 AGGREGATE BASE M3 30.0000 720,000.00 8,452.833 253,584.99 8,452.833 253,584.99 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 1,192.250 64,381.50 38 ASPHALT CONCRETE BASE (TYPE A) TONN 42.0000 1,276,800.00 8,383.690 352,114.98 8,680.800 364,593.60 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 0.000 0.00 42 CONCRETE PAVEMENT M3 105.0000 2,205,000.00 331.171 34,772.96 331.171 34,772.96 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 0.000 0.00 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 9.110 19,131.00 21.800 45,780.00 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 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:04 PM ESTIMATE NO. 05 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 08/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 1,950.00 179.500 23,335.00 51 450 MM ALTERNATIVE PIPE CULVERT M 150.0000 16,500.00 108.000 16,200.00 52 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 101,475.00 101.300 16,714.50 552.940 91,235.10 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 0.000 0.00 58 MINOR CONCRETE (SLOPE PROTECTION) M3 620.0000 6,820.00 0.000 0.00 59 MISCELLANEOUS IRON AND STEEL KG 4.0000 6,420.00 238.000 952.00 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 0.030 5,100.00 0.030 5,100.00 S) 75 LIGHTING LS 25,000.0000 25,000.00 0.160 4,000.00 0.160 4,000.00 S) 76 TRAFFIC MONITORING STATION (COUNT) LS 30,000.0000 30,000.00 0.020 600.00 0.020 600.00 S) PROGRAM CAS145 PAGE 4 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167874 TIME 01:04 PM ESTIMATE NO. 05 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 08/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 842,090.27 4,206,118.33 ADJUSTMENT OF COMPENSATION 26,299.09 30,730.63 EXTRA WORK 0.00 535.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 868,389.36 4,237,384.33 77 MOBILIZATION LS 642,809.0000 642,809.00 0.950 610,668.55 ORIGINAL CONTRACT AMOUNT 10,394,983.00 TOTAL WORK COMPLETED 868,389.36 4,848,052.88 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,000.00 -39,611.61 TOTAL 854,389.36 4,808,441.27 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 12/18/03 180 04/19/04 01/02/04 01/06/05 86 74 0 0 46% 48% PROGRESS IS SATISFACTORY MCCLENDON, GREG RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 08/24/04