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 01/29/03 EST. NO.19 TIME 11:06 AM 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 --------------------------------------------------------------------------- 001 0026 353.91 E.W. @ F.A.(+) 122801 N GC0310 0042 733.58 122701 N KRC1R0 0093 3,849.48 091702 N GC0810 0098 1,283.78 092302 N GC0840 0100 1,254.52 093002 N GC0860 0102 987.82 100102 N GC0880 0103 3,300.08 100802 N GC0890 0105 264.62 102802 N GC0900 0106 264.62 102902 N GC0910 0107 264.62 103002 N GC0920 0108 264.62 103102 N GC0930 006 0002 82.05 E.W. @ F.A.(+) 100201 N GC0020 0040 727.28 031502 N GC0240 007 0035 2,289.65 E.W. @ F.A.(+) 112601 N GC0340 0036 2,740.30 112701 N GC0350 0037 2,740.30 112801 N GC0360 0056 2,968.91 112001 N GC0550 008 0018 4,592.51 E.W. @ F.A.(+) 030502 N GC0180 28,962.65 TOTAL THIS ESTIMATE 422,354.78 TOTAL PREVIOUS ESTIMATE 451,317.43 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 01/29/03 EST. NO.19 TIME 11:06 AM 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 2,051.10 0.00 OTHER OUTSTANDING DOCUMENTS MISS HC43, PR47 -10,000.00 19 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -7,948.90 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 11:06 AM ESTIMATE NO. 19 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 01/29/03 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 1.000 5,000.00 002 TIME-RELATED OVERHEAD WDAY 2,400.0000 480,000.00 200.000 480,000.00 003 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 1.000 500.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 005 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 87,500.0000 87,500.00 1.000 87,500.00 (S) 007 TYPE III BARRICADE EA 55.0000 2,310.00 21.000 1,155.00 (S) 008 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.0000 9,270.00 1,432.000 12,888.00 (S) 009 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 1,125.00 33.120 2,484.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 4,710.00 5,947.000 5,947.00 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 3,200.00 157.000 3,140.00 (S) 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000.00 (S) 013 TEMPORARY RAILING (TYPE K) M 24.0000 34,320.00 1,357.600 32,582.40 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 265.0000 12,720.00 72.000 19,080.00 (S) 015 ABANDON CULVERT EA 395.0000 395.00 1.000 395.00 016 REMOVE FENCE M 2.0000 2,760.00 1,926.000 3,852.00 017 REMOVE TRAFFIC STRIPE M 5.0000 5,550.00 1,219.000 6,095.00 018 REMOVE ROADSIDE SIGN EA 43.0000 516.00 12.000 516.00 019 REMOVE CULVERT M 18.0000 1,980.00 110.000 1,980.00 020 SALVAGE METAL BEAM GUARD RAILING M 8.0000 3,120.00 361.000 2,888.00 021 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 19,600.00 276.000 19,320.00 PROGRAM CAS145 PAGE 2 DATE 01/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 11:06 AM ESTIMATE NO. 19 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 01/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 022 ADJUST WATER VALVE COVER TO GRADE EA 250.0000 500.00 2.000 500.00 023 ADJUST MONUMENT TO GRADE EA 250.0000 500.00 2.000 500.00 024 ADJUST MANHOLE TO GRADE EA 250.0000 1,250.00 5.000 1,250.00 025 REMOVE CONCRETE M3 30.0000 7,200.00 256.220 7,686.60 026 BRIDGE REMOVAL LS 180,000.0000 180,000.00 1.000 180,000.00 027 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 028 ROADWAY EXCAVATION M3 4.0000 565,200.00 141,300.000 565,200.00 029 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 25,500.00 510.000 25,500.00 (F) 030 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 14,750.00 295.000 14,750.00 (F) 031 MULCH M3 25.0000 22,000.00 979.240 24,481.00 (S) 032 EROSION CONTROL (BLANKET) M2 3.6000 52,560.00 15,006.000 54,021.60 (S) 033 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 7.110 2,061.90 (S) 034 FIBER (EROSION CONTROL) KG 1.0000 1,770.00 1,835.000 1,835.00 (S) 035 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 250.0000 1,000.00 3.000 750.00 036 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 14,700.00 241.000 16,870.00 (S) 037 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 830.00 830.000 830.00 (S) 038 COMPOST (EROSION CONTROL) KG 1.0000 6,480.00 6,480.000 6,480.00 (S) 039 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 780.00 392.000 784.00 (S) 040 CLASS 2 AGGREGATE SUBBASE M3 13.0000 116,480.00 8,960.000 116,480.00 041 CLASS 2 AGGREGATE BASE M3 24.0000 109,680.00 4,570.000 109,680.00 042 ASPHALT CONCRETE TONN 40.0000 668,000.00 17,145.970 685,838.80 043 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 7,100.00 710.000 7,100.00 AREA) 044 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,870.00 1,204.000 3,612.00 045 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 420.00 108.000 324.00 046 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 4,170.00 1,395.000 4,185.00 047 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 360.00 216.000 648.00 048 ASPHALTIC EMULSION (PAINT BINDER) TONN 10.0000 320.00 19.020 190.20 PROGRAM CAS145 PAGE 3 DATE 01/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 11:06 AM ESTIMATE NO. 19 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 01/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 049 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 182,500.00 73.000 182,500.00 (S) PILING 050 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 1.000 85,000.00 (S) 051 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 311.0000 32,655.00 105.000 32,655.00 (F) 052 STRUCTURAL CONCRETE, BRIDGE M3 590.0000 1,032,500.00 1,750.000 1,032,500.00 (F) 053 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 21,600.00 24.000 21,600.00 (F) (TYPE EQ) 054 CLASS 1 CONCRETE M3 450.0000 121,500.00 262.570 118,156.50 055 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 99,600.00 84.130 100,956.00 056 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 16,500.00 29.300 16,115.00 (S) 057 BAR REINFORCING STEEL KG 0.7500 22,995.00 30,660.000 22,995.00 (SF) 058 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 179,055.00 155,700.000 179,055.00 (SF) 059 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3500 156,195.00 115,700.000 156,195.00 (SF)(BRIDGE) 060 ROADSIDE SIGN - ONE POST EA 210.0000 3,150.00 15.000 3,150.00 061 ROADSIDE SIGN - TWO POST EA 525.0000 1,050.00 2.000 1,050.00 062 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 84,500.00 143.520 46,644.00 063 750 MM ALTERNATIVE PIPE CULVERT M 453.0000 9,966.00 24.400 11,053.20 064 900 MM ALTERNATIVE PIPE CULVERT M 465.0000 23,250.00 51.780 24,077.70 065 450 MM REINFORCED CONCRETE PIPE M 184.0000 34,960.00 192.500 35,420.00 066 600 MM REINFORCED CONCRETE PIPE M 478.0000 956.00 96.700 46,222.60 067 1200 MM REINFORCED CONCRETE PIPE M 375.0000 93,750.00 250.010 93,753.75 068 1800 MM REINFORCED CONCRETE PIPE M 650.0000 403,000.00 624.770 406,100.50 069 600 MM CORRUGATED STEEL PIPE M 110.0000 1,760.00 32.000 3,520.00 (2.77 MM THICK) 070 80 MM PLASTIC PIPE M 15.0000 1,440.00 62.000 930.00 071 300 MM NON-PERFORATED PLASTIC PIPE M 85.0000 1,530.00 16.000 1,360.00 UNDERDRAIN 072 300 MM PERFORATED PLASTIC PIPE M 85.0000 5,100.00 60.000 5,100.00 UNDERDRAIN 073 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 230.0000 1,840.00 0.000 0.00 (2.01 MM THICK) 074 300 MM ENTRANCE TAPER EA 171.0000 684.00 0.000 0.00 075 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 193.0000 3,667.00 19.000 3,667.00 PROGRAM CAS145 PAGE 4 DATE 01/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 11:06 AM ESTIMATE NO. 19 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 01/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 600 MM ALTERNATIVE FLARED END SECTION EA 135.0000 135.00 1.000 135.00 077 900 MM ALTERNATIVE FLARED END SECTION EA 440.0000 880.00 2.000 880.00 078 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 71.0000 21,300.00 291.500 20,696.50 079 ROCK SLOPE PROTECTION M3 71.0000 12,780.00 0.000 0.00 (BACKING NO. 2, METHOD B) 080 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 71.0000 37,630.00 559.100 39,696.10 081 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,280.00 1,140.000 2,280.00 082 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 84,500.00 286.000 92,950.00 CONSTRUCTION) 083 MISCELLANEOUS IRON AND STEEL KG 1.0000 3,740.00 3,740.000 3,740.00 (SF) 084 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 14,000.00 2,800.000 14,000.00 (SF) 085 FENCE (TYPE BW, METAL POST) M 15.0000 18,600.00 1,173.900 17,608.50 (S) 086 SURVEY MONUMENT EA 285.0000 2,280.00 9.000 2,565.00 087 DELINEATOR (CLASS 1) EA 35.0000 385.00 11.000 385.00 088 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 45.0000 14,490.00 322.000 14,490.00 (F) 089 CONCRETE BARRIER (TYPE 41) M 156.0000 50,232.00 322.000 50,232.00 (F) 090 TERMINAL SECTION (TYPE B) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 091 END SECTION EA 2,000.0000 4,000.00 2.000 4,000.00 (S) 092 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 6,000.00 4.000 12,000.00 (S) 093 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 3,528.00 70.460 2,959.32 (S) 094 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,000.00 10,797.000 6,478.20 (S) (SPRAYABLE) 095 SIGNAL AND LIGHTING LS 122,000.0000 122,000.00 0.800 97,600.00 PROGRAM CAS145 PAGE 5 DATE 01/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 11:06 AM ESTIMATE NO. 19 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 01/29/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,581,352.37 ADJUSTMENT OF COMPENSATION 0.00 25,519.00 EXTRA WORK 28,962.65 425,798.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 28,962.65 6,032,669.80 096 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000.00 ORIGINAL CONTRACT AMOUNT 6,179,489.00 TOTAL WORK COMPLETED 28,962.65 6,652,669.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,948.90 -10,000.00 TOTAL 21,013.75 6,642,669.80 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 0 145 100% 100% COLLINS, JACK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/29/03