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 09/22/04 EST. NO.18 TIME 02:46 PM R.E. NAME: MCCLENDON, GREG 11-199364 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0031 385.68 E.W. @ F.A.(+) 112003 N 01-300 0032 74.36 051804 N 01-310 0033 337.67 063004 N 01-320 0034 126.63 070104 N 01-330 0035 537.04 070204 N 01-340 0036 67.13 073004 N 01-350 0037 537.04 080204 N 01-360 013 0008 83.77 E.W. @ F.A.(+) 120103 N 13-080 016 0001 356.42 E.W. @ F.A.(+) 121703 N BWS115 0004 128.36 020504 N BWS126 0005 608.13 021104 N BWS129 0006 999.86 021104 N BS1291 0007 406.00 021204 N BWS128 017 0001 808.37 E.W. @ F.A.(+) 012604 N BWS122 019 0005 267.52 E.W. @ F.A.(+) 111003 N 19-050 035 0001 336.28 E.W. @ F.A.(+) 042704 N 35-010 036 0004 424.72 E.W. @ F.A.(+) 051204 N 36-040 039 0001 2,013.88 E.W. @ F.A.(+) 052504 N BWS130 040 0001 230.01 E.W. @ F.A.(+) 070104 N 40-020 0002 332.19 071504 N 40-050 0004 768.37 062304 N 40-010 045 0005 464.01 E.W. @ F.A.(+) 080304 N 45-050 046 0002 720.80 E.W. @ F.A.(+) 080204 N 46-010 11,014.24 TOTAL THIS ESTIMATE 410,571.23 TOTAL PREVIOUS ESTIMATE 421,585.47 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 09/22/04 EST. NO.18 TIME 02:46 PM R.E. NAME: MCCLENDON, GREG 11-199364 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC CLEANNESS -198.14 03 AC BASE/RC OUT-OF-SP -272.03 09 CL 2 OUT-OF-SPEC -1,200.00 10 AC(A) R/C OUT-OF-SPE -85.64 11 PCCP GRAD OUT-OF-SPE -1,150.00 14 AC(A) R/C -27.41 15 PCCP THICKNESS -2,440.62 15 PCCP TICKETS -10,000.00 15 ITEMS 59&60 SIGNS -3,710.00 16 EQUIP LIST-VALENTINE -2,000.00 17 ITEMS 14&15 TCS -2,480.00 17 ITEMS 59&60 SIGNS 3,710.00 17 EQUIP LIST-VALENTINE 2,000.00 18 ITEMS 14 & 15 TCS 2,480.00 18 4,480.00 -15,373.84 LABOR COMPLIANCE VIOLATION O/S PRS AUG -10,000.00 03 O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRS RECD AUG 1,000.00 05 PRS AUG CORRECTION 9,000.00 06 O/S PRS NOV -10,000.00 08 O/S PRS DEC -10,000.00 09 PRS RECD OCT 10,000.00 09 PRS RECD NOV 10,000.00 09 O/S PRS JAN -10,000.00 10 PRS RECD SEPT 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS MARCH -10,000.00 13 O/S PRS APRIL -10,000.00 14 O/S PRS MAY -10,000.00 15 PRS RECD MARCH 10,000.00 15 O/S PRS JUNE -10,000.00 16 O/S PRS AUG -10,000.00 18 PRS RECD JAN 10,000.00 18 PRS RECD APRIL 10,000.00 18 10,000.00 -30,000.00 TOTAL DEDUCTIONS 14,480.00 -45,373.84 PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-199364 TIME 02:46 PM ESTIMATE NO. 18 BID OPENING 05/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 09/22/04 LOCATION PROGRESS ESTIMATE 11-IMP-111-13.0/22.1 ----------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY IN AND NEAR 2095 HWY 111 BRAWLEY FROM 0.1 KM SOUTH OF EL CENTRO,CA 92243 WORTHINGTON ROAD TO 0.4 KM NORTH OF ROUTE 78 FED. AID NO. ACNH-P111(65)E CONSTRUCT 4 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 30,000.0000 30,000.00 0.750 22,500.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 693,000.00 20.000 36,000.00 307.000 552,600.00 03 300 MM TEMPORARY CULVERT M 30.0000 7,800.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.750 375.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.050 1,000.00 0.795 15,900.00 06 SWEEPER EA 42,000.0000 42,000.00 0.050 2,100.00 0.795 33,390.00 07 TEMPORARY GRAVEL BAG EA 10.0000 7,200.00 388.000 3,880.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 4.000 12,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 2,200.0000 33,000.00 7.000 15,400.00 10 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.014 112.00 0.838 6,704.00 S) 11 TRAFFIC CONTROL SYSTEM LS 82,000.0000 82,000.00 0.050 4,100.00 0.795 65,190.00 S) 12 TYPE III BARRICADE EA 1,000.0000 3,000.00 3.000 3,000.00 S) 13 BARRICADE (LEFT IN PLACE) EA 65.0000 260.00 6.000 390.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 800.00 20.000 800.00 S) (LEFT IN PLACE) 15 TRAFFIC PLASTIC DRUMS EA 140.0000 3,360.00 12.000 1,680.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 30,000.00 0.197 1,477.50 3.179 23,842.50 S) 17 TEMPORARY RAILING (TYPE K) M 38.0000 49,400.00 42.700 1,622.60 775.200 29,457.60 S) 18 TEMPORARY CRASH CUSHION MODULE EA 400.0000 8,800.00 11.000 4,400.00 S) 19 ABANDON CULVERT EA 1,200.0000 3,600.00 3.000 3,600.00 20 REMOVE BARRICADE EA 150.0000 2,400.00 16.000 2,400.00 21 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 11.0000 4,070.00 417.660 4,594.26 MARKING 22 REMOVE ROADSIDE SIGN EA 130.0000 4,290.00 16.000 2,080.00 PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-199364 TIME 02:46 PM ESTIMATE NO. 18 BID OPENING 05/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 35.0000 3,290.00 94.000 3,290.00 24 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 25 REMOVE HEADWALL EA 1,500.0000 4,500.00 3.000 4,500.00 26 REMOVE SURFACING M3 10.0000 15,000.00 1,489.930 14,899.30 1,489.930 14,899.30 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.1000 13,100.00 129,793.280 12,979.33 129,793.280 12,979.33 S) (45 MM MAXIMUM) 28 REMOVE CONCRETE (CHANNEL) M3 78.0000 17,160.00 285.740 22,287.72 29 REMOVE CONCRETE BARRIER (TYPE K) M 18.0000 3,060.00 116.000 2,088.00 30 CLEARING AND GRUBBING LS 324,000.0000 324,000.00 1.000 324,000.00 31 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 32 ROADWAY EXCAVATION M3 4.2000 785,400.00 2,679.620 11,254.40 191,322.690 803,555.30 33 ROADWAY EXCAVATION (BURN ASH SOIL) M3 350.0000 87,500.00 245.020 85,757.00 34 REMOVE BURN ASH DEBRIS LS 25,000.0000 25,000.00 1.000 25,000.00 35 ROADWAY EXCAVATION M3 180.0000 19,800.00 1,416.000 254,880.00 (DIESEL CONTAMINATED SOIL) 36 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 7,500.00 125.000 7,500.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 210.0000 14,070.00 67.000 14,070.00 F) 39 SAND BACKFILL M3 140.0000 5,600.00 32.670 4,573.80 40 200 MM CORRUGATED HIGH DENSITY M 170.0000 74,800.00 21.600 3,672.00 440.640 74,908.80 S) POLYETHYLENE PIPE CONDUIT 41 FINISHING ROADWAY LS 32,000.0000 32,000.00 0.500 16,000.00 0.500 16,000.00 42 CLASS 4 AGGREGATE SUBBASE M3 15.0000 949,500.00 447.823 6,717.35 69,583.379 1,043,750.69 43 CLASS 2 AGGREGATE BASE M3 27.0000 1,125,900.00 4,096.675 110,610.23 39,658.279 1,070,773.53 44 ASPHALT CONCRETE (TYPE A) TONN 47.0000 197,400.00 1,322.930 62,177.71 4,114.270 193,370.69 45 ASPHALT CONCRETE BASE (TYPE A) TONN 36.0000 1,594,800.00 1,450.010 52,200.36 42,535.490 1,531,277.64 46 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 45.0000 594,000.00 14,887.180 669,923.10 14,887.180 669,923.10 47 PLACE ASPHALT CONCRETE DIKE M 14.0000 3,360.00 298.930 4,185.02 48 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 16,000.00 25.170 10,068.00 25.170 10,068.00 49 CONCRETE PAVEMENT M3 102.0000 2,917,200.00 27,211.261 2,775,548.62 PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-199364 TIME 02:46 PM ESTIMATE NO. 18 BID OPENING 05/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SEAL PAVEMENT JOINT M 3.0000 166,800.00 53,067.000 159,201.00 51 FURNISH PILING (CLASS 400C) M 125.0000 47,250.00 377.860 47,232.50 S) 52 DRIVE PILE (CLASS 400C) EA 4,500.0000 126,000.00 28.000 126,000.00 S) 53 STRUCTURAL CONCRETE, BRIDGE M3 775.0000 217,000.00 280.000 217,000.00 F) 54 STRUCTURAL CONCRETE, APPROACH SLAB M3 725.0000 32,625.00 45.000 32,625.00 F) (TYPE EQ) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 1,850.0000 175,750.00 0.900 1,665.00 40.630 75,165.50 F) 56 MINOR CONCRETE (BACKFILL) M3 135.0000 51,300.00 336.310 45,401.85 57 JOINT SEAL (MR 15 MM) M 230.0000 11,500.00 47.600 10,948.00 S) 58 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 50,800.00 25,400.000 50,800.00 SF) 59 ROADSIDE SIGN - ONE POST EA 240.0000 14,400.00 28.000 6,720.00 60 ROADSIDE SIGN - TWO POST EA 350.0000 1,400.00 2.000 700.00 61 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 450.00 3.000 450.00 3.000 450.00 METHOD) 62 300 MM ALTERNATIVE PIPE CULVERT M 160.0000 22,400.00 134.000 21,440.00 63 600 MM ALTERNATIVE PIPE CULVERT M 190.0000 76,000.00 300.490 57,093.10 64 300 MM REINFORCED CONCRETE PIPE M 190.0000 6,650.00 23.340 4,434.60 (CLASS III, RUBBER GASKET JOINT) 65 450 MM REINFORCED CONCRETE PIPE M 220.0000 12,100.00 48.310 10,628.20 (CLASS III, RUBBER GASKET JOINT) 66 600 MM REINFORCED CONCRETE PIPE M 230.0000 103,500.00 30.730 7,067.90 436.710 100,443.30 (CLASS III, RUBBER GASKET JOINT) 67 350 MM POLYVINYL CHLORIDE PIPE M 250.0000 23,750.00 104.000 26,000.00 68 450 MM POLYVINYL CHLORIDE PIPE M 220.0000 59,400.00 315.360 69,379.20 69 600 MM POLYVINYL CHLORIDE PIPE M 240.0000 4,080.00 0.000 0.00 70 900 MM POLYVINYL CHLORIDE PIPE M 510.0000 61,200.00 51.480 26,254.80 71 300 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 72 450 MM CONCRETE FLARED END SECTION EA 525.0000 525.00 1.000 525.00 73 600 MM CONCRETE FLARED END SECTION EA 550.0000 1,100.00 0.000 0.00 74 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 3,600.00 4.000 2,400.00 75 900 MM PRECAST CONCRETE PIPE RISER M 700.0000 1,400.00 2.880 2,016.00 76 REINFORCED CONCRETE MANHOLE EA 3,200.0000 32,000.00 11.000 35,200.00 (PRE-CAST) PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-199364 TIME 02:46 PM ESTIMATE NO. 18 BID OPENING 05/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION M3 225.0000 12,600.00 53.570 12,053.25 (FACING, METHOD B) 78 MINOR CONCRETE (SLOPE PROTECTION) M3 550.0000 8,800.00 7.010 3,855.50 79 ROCK SLOPE PROTECTION FABRIC M2 7.0000 770.00 0.000 0.00 80 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,185.00 1,870.000 9,350.00 SF) 81 FENCE (TYPE BW, 4-STRAND, METAL POST) M 10.0000 95,000.00 8,343.000 83,430.00 S) 82 DELINEATOR (CLASS 1) EA 35.0000 2,450.00 40.000 1,400.00 83 KILOMETER POST MARKER EA 52.0000 624.00 6.000 312.00 84 GUARD RAILING DELINEATOR EA 52.0000 1,040.00 18.000 936.00 S) 85 METAL BEAM GUARD RAILING (WOOD POST) M 175.0000 8,050.00 47.200 8,260.00 S) 86 CONCRETE BARRIER (TYPE K) M 70.0000 23,100.00 195.200 13,664.00 87 CABLE RAILING M 200.0000 5,200.00 21.400 4,280.00 S) 88 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 13,200.00 6.000 13,200.00 S) 89 CONCRETE BARRIER (TYPE 732) M 470.0000 42,300.00 90.000 42,300.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 28.0000 11,200.00 203.260 5,691.28 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 3,825.00 1,267.000 3,167.50 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 870.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 93 PAINT TRAFFIC STRIPE (2-COAT) M 0.2200 18,040.00 32,487.000 7,147.14 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 3,250.00 2,472.000 3,213.60 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,710.00 1,684.000 5,052.00 S) 96 SIGNAL AND LIGHTING LS 125,000.0000 125,000.00 0.150 18,750.00 0.970 121,250.00 S) 97 LIGHTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 98 INTERCONNECTION CONDUIT AND CABLE LS 35,000.0000 35,000.00 1.000 35,000.00 S) 99 SALVAGE TRAFFIC MONITORING EQUIPMENT LS 3,000.0000 3,000.00 0.080 240.00 1.000 3,000.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-199364 TIME 02:46 PM ESTIMATE NO. 18 BID OPENING 05/08/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,045,086.78 11,327,490.22 ADJUSTMENT OF COMPENSATION 0.00 155,858.61 EXTRA WORK 11,014.24 265,726.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,056,101.02 11,749,075.69 00 MOBILIZATION LS 630,000.0000 630,000.00 1.000 630,000.00 ORIGINAL CONTRACT AMOUNT 12,307,614.00 TOTAL WORK COMPLETED 1,056,101.02 12,379,075.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 14,480.00 -45,373.84 TOTAL 1,070,581.02 12,333,701.85 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 06/05/03 385 07/29/03 06/20/03 01/12/05 307 5 0 0 94% 80% PROGRESS IS SATISFACTORY MCCLENDON, GREG RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 09/22/04