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 08/04/03 EST. NO.23 TIME 12:32 PM R.E. NAME: COLLINS, JACK 06-407704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0078 2,213.00 E.W. @ F.A.(+) 112101 N GCO449 008 0022 12,287.00 E.W. @ F.A.(+) 111202 N GC0220 0027 18,099.86 030502 N GC0179 0028 850.70 123002 N GC0280 33,450.56 TOTAL THIS ESTIMATE 566,422.51 TOTAL PREVIOUS ESTIMATE 599,873.07 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 08/04/03 EST. NO.23 TIME 12:32 PM R.E. NAME: COLLINS, JACK 06-407704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRLL -10,000.00 03 MISS PYRLL -10,000.00 04 MISS PYRLL -10,000.00 05 MISS PYRL RECD #3 10,000.00 06 MISS PYRL -10,000.00 07 MISS PYRL RECD 30,000.00 08 MISS PYRL -6,794.90 14 MISS PYRL -8,666.85 16 MISS PYRL #14&15 REC 15,461.75 17 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 096 -1,538.32 03 OVERBID ITEM NO. 096 -410.22 04 OVERBID ITEM NO. 096 -102.56 08 OVERBID ITEM NO. 096 2,051.10 19 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS HC43, PR47 -10,000.00 19 MISS HC43, PR47 RECD 10,000.00 22 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/04/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 12:32 PM ESTIMATE NO. 23 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 08/04/03 LOCATION SEMI-FINAL ESTIMATE 06-KER-202-8.9/12.1 ------------------- GRANITE CONSTRUCTION IN KERN COUNTY AT TEHACHAPI FROM P.O. BOX 5127 VALLEY BOULEVARD TO 0.3 KM NORTH OF BAKERSFIELD, CA 93388 TEHACHAHPI CREEK OVERHEAD BRIDGE FED. AID NO. ACST-S202(4)E ,P-S202(4)E REPLACE BRIDGE AND REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 2,400.0000 480,000.00 263.000 631,200.00 03 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 1.000 500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 05 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 87,500.0000 87,500.00 1.000 87,500.00 S) 07 TYPE III BARRICADE EA 55.0000 2,310.00 42.000 2,310.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.0000 9,270.00 1,961.000 17,649.00 S) 09 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 1,125.00 33.120 2,484.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 4,710.00 6,004.000 6,004.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 3,200.00 157.000 3,140.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 24.0000 34,320.00 1,357.600 32,582.40 S) 14 TEMPORARY CRASH CUSHION MODULE EA 265.0000 12,720.00 72.000 19,080.00 S) 15 ABANDON CULVERT EA 395.0000 395.00 1.000 395.00 16 REMOVE FENCE M 2.0000 2,760.00 1,926.000 3,852.00 17 REMOVE TRAFFIC STRIPE M 5.0000 5,550.00 1,523.000 7,615.00 18 REMOVE ROADSIDE SIGN EA 43.0000 516.00 12.000 516.00 19 REMOVE CULVERT M 18.0000 1,980.00 110.000 1,980.00 20 SALVAGE METAL BEAM GUARD RAILING M 8.0000 3,120.00 361.000 2,888.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 19,600.00 276.000 19,320.00 PROGRAM CAS145 PAGE 2 DATE 08/04/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 12:32 PM ESTIMATE NO. 23 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 08/04/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 ADJUST WATER VALVE COVER TO GRADE EA 250.0000 500.00 2.000 500.00 23 ADJUST MONUMENT TO GRADE EA 250.0000 500.00 2.000 500.00 24 ADJUST MANHOLE TO GRADE EA 250.0000 1,250.00 5.000 1,250.00 25 REMOVE CONCRETE M3 30.0000 7,200.00 256.220 7,686.60 26 BRIDGE REMOVAL LS 180,000.0000 180,000.00 1.000 180,000.00 27 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 28 ROADWAY EXCAVATION M3 4.0000 565,200.00 141,300.000 565,200.00 29 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 25,500.00 510.000 25,500.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 14,750.00 295.000 14,750.00 F) 31 MULCH M3 25.0000 22,000.00 979.240 24,481.00 S) 32 EROSION CONTROL (BLANKET) M2 3.6000 52,560.00 15,006.000 54,021.60 S) 33 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 7.110 2,061.90 S) 34 FIBER (EROSION CONTROL) KG 1.0000 1,770.00 1,835.000 1,835.00 S) 35 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 250.0000 1,000.00 3.000 750.00 36 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 14,700.00 241.000 16,870.00 S) 37 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 830.00 830.000 830.00 S) 38 COMPOST (EROSION CONTROL) KG 1.0000 6,480.00 6,480.000 6,480.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 780.00 392.000 784.00 S) 40 CLASS 2 AGGREGATE SUBBASE M3 13.0000 116,480.00 8,960.000 116,480.00 41 CLASS 2 AGGREGATE BASE M3 24.0000 109,680.00 4,570.000 109,680.00 42 ASPHALT CONCRETE TONN 40.0000 668,000.00 17,145.970 685,838.80 43 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 7,100.00 710.000 7,100.00 AREA) 44 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,870.00 1,204.000 3,612.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 420.00 108.000 324.00 46 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 4,170.00 1,395.000 4,185.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 360.00 216.000 648.00 48 ASPHALTIC EMULSION (PAINT BINDER) TONN 10.0000 320.00 32.000 320.00 PROGRAM CAS145 PAGE 3 DATE 08/04/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 12:32 PM ESTIMATE NO. 23 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 08/04/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 182,500.00 73.000 182,500.00 S) PILING 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 1.000 85,000.00 S) 51 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 311.0000 32,655.00 105.000 32,655.00 F) 52 STRUCTURAL CONCRETE, BRIDGE M3 590.0000 1,032,500.00 1,750.000 1,032,500.00 F) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 21,600.00 24.000 21,600.00 F) (TYPE EQ) 54 CLASS 1 CONCRETE M3 450.0000 121,500.00 262.570 118,156.50 55 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 99,600.00 84.130 100,956.00 56 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 16,500.00 29.300 16,115.00 S) 57 BAR REINFORCING STEEL KG 0.7500 22,995.00 30,660.000 22,995.00 SF) 58 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 179,055.00 155,700.000 179,055.00 SF) 59 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3500 156,195.00 115,700.000 156,195.00 SF)(BRIDGE) 60 ROADSIDE SIGN - ONE POST EA 210.0000 3,150.00 15.000 3,150.00 61 ROADSIDE SIGN - TWO POST EA 525.0000 1,050.00 2.000 1,050.00 62 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 84,500.00 143.520 46,644.00 63 750 MM ALTERNATIVE PIPE CULVERT M 453.0000 9,966.00 24.400 11,053.20 64 900 MM ALTERNATIVE PIPE CULVERT M 465.0000 23,250.00 51.780 24,077.70 65 450 MM REINFORCED CONCRETE PIPE M 184.0000 34,960.00 192.500 35,420.00 66 600 MM REINFORCED CONCRETE PIPE M 478.0000 956.00 96.700 46,222.60 67 1200 MM REINFORCED CONCRETE PIPE M 375.0000 93,750.00 250.010 93,753.75 68 1800 MM REINFORCED CONCRETE PIPE M 650.0000 403,000.00 624.770 406,100.50 69 600 MM CORRUGATED STEEL PIPE M 110.0000 1,760.00 52.500 5,775.00 (2.77 MM THICK) 70 80 MM PLASTIC PIPE M 15.0000 1,440.00 62.000 930.00 71 300 MM NON-PERFORATED PLASTIC PIPE M 85.0000 1,530.00 16.000 1,360.00 UNDERDRAIN 72 300 MM PERFORATED PLASTIC PIPE M 85.0000 5,100.00 60.000 5,100.00 UNDERDRAIN 73 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 230.0000 1,840.00 0.000 0.00 (2.01 MM THICK) 74 300 MM ENTRANCE TAPER EA 171.0000 684.00 0.000 0.00 75 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 193.0000 3,667.00 19.000 3,667.00 PROGRAM CAS145 PAGE 4 DATE 08/04/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 12:32 PM ESTIMATE NO. 23 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 08/04/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 600 MM ALTERNATIVE FLARED END SECTION EA 135.0000 135.00 1.000 135.00 77 900 MM ALTERNATIVE FLARED END SECTION EA 440.0000 880.00 2.000 880.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 71.0000 21,300.00 317.500 22,542.50 79 ROCK SLOPE PROTECTION M3 71.0000 12,780.00 172.000 12,212.00 (BACKING NO. 2, METHOD B) 80 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 71.0000 37,630.00 559.100 39,696.10 81 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,280.00 1,227.000 2,454.00 82 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 84,500.00 286.000 92,950.00 CONSTRUCTION) 83 MISCELLANEOUS IRON AND STEEL KG 1.0000 3,740.00 3,740.000 3,740.00 SF) 84 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 14,000.00 2,800.000 14,000.00 SF) 85 FENCE (TYPE BW, METAL POST) M 15.0000 18,600.00 1,173.900 17,608.50 S) 86 SURVEY MONUMENT EA 285.0000 2,280.00 9.000 2,565.00 87 DELINEATOR (CLASS 1) EA 35.0000 385.00 11.000 385.00 88 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 45.0000 14,490.00 322.000 14,490.00 F) 89 CONCRETE BARRIER (TYPE 41) M 156.0000 50,232.00 322.000 50,232.00 F) 90 TERMINAL SECTION (TYPE B) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 91 END SECTION EA 2,000.0000 4,000.00 2.000 4,000.00 S) 92 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 6,000.00 4.000 12,000.00 S) 93 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 3,528.00 98.040 4,117.68 S) 94 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,000.00 10,797.000 6,478.20 S) (SPRAYABLE) 95 SIGNAL AND LIGHTING LS 122,000.0000 122,000.00 1.000 122,000.00 PROGRAM CAS145 PAGE 5 DATE 08/04/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 12:32 PM ESTIMATE NO. 23 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 08/04/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 5,782,220.53 ADJUSTMENT OF COMPENSATION 0.00 16,328.16 EXTRA WORK 33,450.56 583,544.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 33,450.56 6,382,093.60 96 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000.00 ORIGINAL CONTRACT AMOUNT 6,179,489.00 TOTAL WORK COMPLETED 33,450.56 7,002,093.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 33,450.56 7,002,093.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 096 MOBILIZATION 617,948.90 620,000.00 2,051.10 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/02/01 200 07/18/01 07/27/01 12/31/02 362 23 0 139 100% 100% COLLINS, JACK RESIDENT ENGINEER PROGRAM CAS145 DATE 08/04/03