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 07/22/03 EST. NO.23 TIME 08:05 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- 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 07/22/03 EST. NO.23 TIME 08:05 AM R.E. NAME: JAMES, ROBERT 06-342324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP-NO SUBMITTAL -25,000.00 05 RETURN -SWPPP 25,000.00 11 LATE LANE OPENING -6,250.00 14 RESTAKE REQUESTS -2,657.50 14 SUBCONTRACTOR VIOL. -3,901.98 14 SWEPPP-25% -127,488.80 15 RELEASE SWPPP 127,488.80 16 CPM-25% DEDUCTION -214,886.43 21 NON-COMP.SAND EQUITV -1,150.00 21 OUT-OF-STATE MATERL. -5,000.00 21 CPM 25% DED RELEASE 214,886.43 22 0.00 -18,959.48 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 08 RECE'D PAYROLLS 10,000.00 09 MISSING PAYROLLS -10,000.00 10 RECE'D PAYROLLS 10,000.00 11 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 13 MISSING PAYROLLS -10,000.00 14 RECE'D PAYROLLS 10,000.00 14 RECE'D PAYROLLS 10,000.00 14 MISSING PAYROLLS -10,000.00 15 MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 20 MISSING PAYROLLS -10,000.00 21 RECE'D PAYROLLS#4 10,000.00 21 MISSING PAYROLLS -10,000.00 23 RECE'D PAYROLLS #6 10,000.00 23 0.00 -70,000.00 TOTAL DEDUCTIONS 0.00 -88,959.48 PROGRAM CAS145 PAGE 1 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 LOCATION PROGRESS ESTIMATE 06-FRE-180-R55.4/R56.6 ----------------- M C M CONSTRUCTION INC IN FRESNO COUNTY IN FRESNO AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACNH-X019(15)E ,HP21-6086(10) ,L-6086(10) RECONSTRUCT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,000,000.00 19.000 95,000.00 345.000 1,725,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 2,700.00 175.669 2,635.04 S) 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.030 750.00 0.881 22,025.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.020 300.00 0.853 12,795.00 S) 07 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.030 750.00 0.897 22,425.00 S) 08 TYPE III BARRICADE EA 100.0000 5,400.00 51.520 5,152.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.5000 16,885.00 3,081.620 16,948.91 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,840.00 73.330 2,933.20 S) 11 TEMPORARY PAVEMENT MARKER EA 4.0000 3,840.00 990.000 3,960.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 750.0000 1,500.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.030 1,200.00 0.937 37,480.00 S) 14 TEMPORARY RAILING (TYPE K) M 50.0000 83,000.00 1,480.660 74,033.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 132.000 39,600.00 S) 16 REMOVE TRAFFIC STRIPE M 3.2500 21,417.50 3,447.500 11,204.38 17 REMOVE PAVEMENT MARKING M2 22.0000 528.00 0.000 0.00 18 REMOVE PAVEMENT MARKER EA 2.0000 4,460.00 269.000 538.00 19 REMOVE CHANNELIZERS EA 20.0000 460.00 0.000 0.00 20 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 21 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 0.000 0.00 22 REMOVE ASPHALT CONCRETE DIKE M 5.0000 4,350.00 377.800 1,889.00 PROGRAM CAS145 PAGE 2 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE M 60.0000 2,580.00 42.700 2,562.00 24 REMOVE INLET EA 600.0000 3,000.00 5.000 3,000.00 25 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000.00 26 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 4,200.00 0.000 0.00 27 RECONSTRUCT CHAIN LINK FENCE M 28.0000 16,520.00 88.800 2,486.40 S) 28 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 13,500.00 0.260 13.00 S) (WOOD POST) 29 RESET MAILBOX EA 100.0000 1,600.00 4.000 400.00 30 RELOCATE GATE EA 500.0000 500.00 0.000 0.00 S) 31 ADJUST MANHOLE TO GRADE EA 400.0000 9,200.00 7.300 2,920.00 9.300 3,720.00 32 ADJUST WATER VALVE EA 200.0000 3,000.00 6.600 1,320.00 33 REMOVE REFERENCE SIGN PANEL EA 300.0000 2,700.00 0.000 0.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 17,200.00 0.000 0.00 S) 35 REMOVE CONCRETE CURB M 5.0000 850.00 151.000 755.00 362.000 1,810.00 36 REMOVE CONCRETE BARRIER (TYPE 50) M 15.0000 6,600.00 431.000 6,465.00 37 REMOVE CONCRETE (MISCELLANEOUS) M3 45.0000 450.00 0.000 0.00 38 CAP INLET EA 650.0000 650.00 0.000 0.00 39 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.960 48,000.00 40 DEVELOP WATER SUPPLY LS 23,000.0000 23,000.00 0.030 690.00 0.928 21,344.00 41 ROADWAY EXCAVATION M3 6.0000 720,000.00 461.000 2,766.00 129,476.000 776,856.00 42 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 187,100.00 9,557.000 191,140.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 27,824.00 3,478.000 27,824.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 240,275.00 7,032.000 246,120.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 61,000.00 3,050.000 61,000.00 F) 46 IMPORTED BORROW M3 5.0000 2,890,000.00 123.000 615.00 517,365.000 2,586,825.00 47 EROSION CONTROL (MULCH) M3 27.0000 195,750.00 10,583.700 285,759.90 S) 48 STRAW (EROSION CONTROL) TONN 300.0000 21,300.00 11.800 3,540.00 S) 49 EROSION CONTROL (DRILL SEED) HA 1,400.0000 4,060.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 0.5000 3,060.00 1,268.500 634.25 S) 51 COMPOST (EROSION CONTROL) KG 0.4500 13,725.00 4,604.700 2,072.12 S) 52 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,000.00 1.000 200.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 64.0000 21,760.00 51.200 3,276.80 S) 54 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,421.00 319.800 223.86 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 2,457.00 340.600 442.78 S) 56 TRANSPLANT TREE EA 1,000.0000 27,000.00 34.000 34,000.00 S) 57 MAINTAIN EXISTING PLANTS LS 15,000.0000 15,000.00 0.030 450.00 0.920 13,800.00 S) 58 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 0.030 1,200.00 0.740 29,600.00 S) 59 WATER METER EA 3,000.0000 3,000.00 0.000 0.00 S) 60 200 MM CORRUGATED HIGH DENSITY M 60.0000 23,400.00 239.820 14,389.20 S) POLYETHYLENE PIPE CONDUIT 61 RELOCATE BOOSTER PUMP SYSTEM LS 2,000.0000 2,000.00 0.850 1,700.00 S) 62 CLASS 2 AGGREGATE BASE M3 30.0000 579,000.00 3,813.000 114,390.00 21,709.250 651,277.50 63 ASPHALT CONCRETE TONN 45.0000 1,764,000.00 22,809.960 1,026,448.20 64 ASPHALT CONCRETE BASE (TYPE A) TONN 44.0000 332,640.00 4,852.360 213,503.84 65 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 14.0000 49,000.00 0.000 0.00 AREA) 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 3,950.00 0.000 0.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 450.00 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 6,475.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 4,100.00 0.000 0.00 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 19,500.00 17.170 8,585.00 71 CONCRETE PAVEMENT M3 150.0000 856,500.00 4,320.160 648,024.00 72 SEAL PAVEMENT JOINT M 2.0000 26,600.00 7,163.000 14,326.00 73 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 533,500.00 1,064.300 532,150.00 S) PILING 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 450,000.0000 450,000.00 1.000 450,000.00 S) 75 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 535,000.00 2,140.000 535,000.00 F) 76 STRUCTURAL CONCRETE, BRIDGE M3 457.0000 4,761,940.00 10,462.000 4,781,134.00 F) PROGRAM CAS145 PAGE 4 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 286,200.00 954.000 286,200.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 306,500.00 1,226.000 306,500.00 F) (TYPE N) 79 CLASS 2 CONCRETE (WINGWALLS) M3 400.0000 6,400.00 0.000 0.00 80 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 748,500.00 1,497.000 748,500.00 F) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,080.0000 248,400.00 4.440 4,795.20 180.390 194,821.20 F) 82 RIPPED TEXTURE (REINFORCING BAR) M2 50.0000 57,000.00 1,140.000 57,000.00 F) 83 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 31,200.00 0.000 0.00 S) 84 JOINT SEAL (MR 50 MM) M 100.0000 40,600.00 0.000 0.00 S) 85 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,431,000.00 1,437,130.000 1,437,130.00 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 50,816.20 44,188.000 50,816.20 SF) 87 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 270,593.00 270,593.400 270,593.40 SF) 88 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 349,340.00 0.000 0.00 F) 89 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 34,934.00 0.000 0.00 SF) 90 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 9,380.00 0.000 0.00 F) 91 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.9000 1,688.40 0.000 0.00 SF) 92 920 MM CAST-IN-DRILLED-HOLE M 900.0000 48,600.00 10.400 9,360.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1070 MM CAST-IN-DRILLED-HOLE M 1,100.0000 7,700.00 40.200 44,220.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 1220 MM CAST-IN-DRILLED-HOLE M 1,200.0000 7,200.00 5.500 6,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 ROADSIDE SIGN - ONE POST EA 160.0000 13,120.00 0.000 0.00 96 ROADSIDE SIGN - TWO POST EA 200.0000 3,200.00 0.000 0.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,100.00 0.000 0.00 METHOD) 98 INSTALL SIGN PANEL ON EXISTING FRAME M2 80.0000 6,400.00 0.000 0.00 99 PREPARE AND PAINT CONCRETE M2 12.0000 6,360.00 0.000 0.00 S) 00 PREPARE AND STAIN CONCRETE M2 12.0000 11,520.00 0.000 0.00 S) 01 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 73,200.00 482.900 57,948.00 02 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 231,400.00 1,693.290 220,127.70 03 1200 MM ALTERNATIVE PIPE CULVERT M 350.0000 105,000.00 306.060 107,121.00 PROGRAM CAS145 PAGE 5 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1350 MM ALTERNATIVE PIPE CULVERT M 570.0000 188,100.00 321.300 183,141.00 05 750 MM CAST-IN-PLACE CONCRETE PIPE M 100.0000 22,000.00 217.000 21,700.00 06 900 MM CAST-IN-PLACE CONCRETE PIPE M 130.0000 14,300.00 109.400 14,222.00 07 1050 MM CAST-IN-PLACE CONCRETE PIPE M 180.0000 9,180.00 50.700 9,126.00 08 375 MM PLASTIC PIPE M 180.0000 19,800.00 105.600 19,008.00 09 450 MM PLASTIC PIPE M 190.0000 2,090.00 13.000 2,470.00 10 300 MM REINFORCED CONCRETE PIPE M 120.0000 840.00 6.600 792.00 (RUBBER GASKET JOINT) 11 450 MM REINFORCED CONCRETE PIPE M 121.0000 30,250.00 283.720 34,330.12 (RUBBER GASKET JOINT) 12 600 MM REINFORCED CONCRETE PIPE M 160.0000 105,600.00 669.920 107,187.20 (RUBBER GASKET JOINT) 13 750 MM REINFORCED CONCRETE PIPE M 260.0000 119,600.00 448.880 116,708.80 (RUBBER GASKET JOINT) 14 900 MM REINFORCED CONCRETE PIPE M 300.0000 39,000.00 122.900 36,870.00 (RUBBER GASKET JOINT) 15 1050 MM REINFORCED CONCRETE PIPE M 400.0000 52,000.00 122.240 48,896.00 (RUBBER GASKET JOINT) 16 1200 MM REINFORCED CONCRETE PIPE M 500.0000 75,000.00 147.000 73,500.00 (RUBBER GASKET JOINT) 17 450 MM CORRUGATED STEEL PIPE M 200.0000 3,200.00 61.120 12,224.00 (2.01 MM THICK) 18 600 MM CORRUGATED STEEL PIPE M 180.0000 25,200.00 139.550 25,119.00 (2.01 MM THICK) 19 200 MM PERFORATED PLASTIC M 140.0000 7,840.00 38.060 5,328.40 PIPE UNDERDRAIN 20 CORRUGATED STEEL PIPE INLET M 700.0000 9,800.00 13.050 9,135.00 21 300 MM CORRUGATED STEEL PIPE RISER M 400.0000 2,800.00 7.000 2,800.00 (2.01 MM THICK) 22 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 3.000 900.00 23 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 2,450.00 7.000 2,450.00 24 750 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 2.000 1,200.00 25 1350 MM ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800.00 26 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,100.0000 3,300.00 0.900 990.00 27 MANHOLE (TYPE A) EA 1,500.0000 34,500.00 0.800 1,200.00 20.550 30,825.00 28 MANHOLE (TYPE B) EA 1,800.0000 16,200.00 0.150 270.00 5.600 10,080.00 29 MANHOLE (TYPE C) EA 1,500.0000 4,500.00 2.250 3,375.00 30 MINOR CONCRETE (BACKFILL) M3 120.0000 11,160.00 100.900 12,108.00 PROGRAM CAS145 PAGE 6 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION M3 120.0000 19,200.00 16.600 1,992.00 (FACING, METHOD B) 32 CONCRETE (CHANNEL LINING) M3 600.0000 8,400.00 14.000 8,400.00 33 SLOPE PAVING (CONCRETE) M3 350.0000 217,350.00 140.000 49,000.00 340.000 119,000.00 F) 34 ROCK SLOPE PROTECTION FABRIC M2 2.0000 560.00 35.900 71.80 35 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 237,000.00 256.930 77,079.00 793.010 237,903.00 CONSTRUCTION) 36 MINOR CONCRETE (GUTTER) M 80.0000 5,760.00 0.000 0.00 F) 37 MISCELLANEOUS IRON AND STEEL KG 2.5000 49,055.00 1,704.000 4,260.00 8,625.000 21,562.50 SF) 38 MANHOLE FRAME AND COVER EA 540.0000 12,960.00 5.000 2,700.00 11.000 5,940.00 S) 39 MANHOLE FRAME AND GRATE EA 550.0000 6,050.00 0.000 0.00 S) 40 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 5,440.00 1,832.000 7,328.00 SF) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 89,520.00 992.500 23,820.00 S) 42 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 7,200.00 0.000 0.00 S) 43 CHAIN LINK SLIDING GATE EA 2,000.0000 2,000.00 0.000 0.00 S) 44 SURVEY MONUMENT EA 1,200.0000 8,400.00 0.000 0.00 45 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 0.000 0.00 46 OBJECT MARKER (TYPE K) EA 50.0000 1,100.00 0.000 0.00 47 METAL BEAM GUARD RAILING (WOOD POST) M 48.0000 179,040.00 0.000 0.00 S) 48 CONCRETE BARRIER (TYPE 25) M 100.0000 220,100.00 2,201.000 220,100.00 2,201.000 220,100.00 F) 49 CABLE RAILING M 40.0000 27,320.00 471.000 18,840.00 SF) 50 END SECTION EA 100.0000 1,600.00 0.000 0.00 S) 51 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 0.000 0.00 S) 52 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 250.0000 2,000.00 0.000 0.00 S) 53 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 500.0000 6,500.00 0.000 0.00 S) 54 RETURN SECTION EA 100.0000 1,300.00 0.000 0.00 S) 55 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0.00 S) 56 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 4,000.00 0.000 0.00 S) 57 CRASH CUSHION (REACT 9SCBS) EA 30,000.0000 90,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60) M 120.0000 33,600.00 0.000 0.00 59 CONCRETE BARRIER (TYPE 60R) M 500.0000 85,000.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60C) M 200.0000 34,000.00 0.000 0.00 61 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 15,600.00 0.000 0.00 S) 62 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 46,100.00 0.000 0.00 S) (SPRAYABLE) 63 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 320.00 0.000 0.00 S) 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 11,025.00 0.000 0.00 S) 65 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.053 2,650.00 0.712 35,600.00 S) 66 CITY LIGHTING LS 50,000.0000 50,000.00 0.133 6,650.00 0.693 34,650.00 S) 67 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.374 26,180.00 S) 68 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.300 15,000.00 S) 69 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.900 4,500.00 S) 70 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.159 4,770.00 0.559 16,770.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 S) 72 COMMUNICATION CONDUIT LS 10,000.0000 10,000.00 0.850 8,500.00 S) 73 COMMUNICATION HUB BUILDING EA 50,000.0000 50,000.00 0.000 0.00 S) 74 EMERGENCY VEHICLE DETECTION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342324 TIME 08:05 AM ESTIMATE NO. 23 BID OPENING 09/18/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: JAMES, ROBERT DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 597,760.20 20,606,596.70 ADJUSTMENT OF COMPENSATION 0.00 -9,876.28 EXTRA WORK 0.00 511,278.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 597,760.20 21,107,998.86 75 MOBILIZATION LS 2613,086.0000 2,613,086.00 1.000 2,613,086.00 ORIGINAL CONTRACT AMOUNT 26,546,315.10 TOTAL WORK COMPLETED 597,760.20 23,721,084.86 MATERIALS ON HAND ON SITE 57,507.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -88,959.48 TOTAL 597,760.20 23,689,632.90 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 10/26/01 400 11/01/01 11/13/01 10/07/03 345 29 0 0 86% 86% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/04/01. JAMES, ROBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/03