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 01/23/02 EST. NO.07 TIME 08:40 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 0013 722.27 E.W. @ F.A.(+) 121201 N GC0120 0014 765.62 121301 N GC0130 0015 176.95 121401 N GC0140 0018 176.96 122001 N GC0170 0020 794.54 121801 N GC0190 0021 153.18 122701 N GC0200 0022 353.91 122701 N GC0210 0027 353.91 010402 N GC0250 0029 353.91 010702 N GC0270 0030 353.91 010202 N GC0280 0031 741.36 010802 N GC0290 006 0024 332.75 E.W. @ F.A.(+) 100501 N GC0160 0026 302.50 100901 N GC0180 0028 638.03 121001 N GC0200 007 0028 2,084.50 E.W. @ F.A.(+) 111401 N GC0270 0029 2,053.60 111501 N GC0280 0030 7,130.88 111601 N GC0290 0031 2,621.28 111701 N GC0300 0032 2,053.60 111901 N GC0310 0034 2,823.31 112101 N GC0330 24,986.97 TOTAL THIS ESTIMATE 138,086.62 TOTAL PREVIOUS ESTIMATE 163,073.59 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 01/23/02 EST. NO.07 TIME 08:40 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 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 096 -1,538.32 03 OVERBID ITEM NO. 096 -410.22 04 0.00 -1,948.54 TOTAL DEDUCTIONS -10,000.00 -31,948.54 PROGRAM CAS145 PAGE 1 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 08:40 AM ESTIMATE NO. 07 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 01/20/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 01/23/02 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.100 500.00 0.600 3,000.00 002 TIME-RELATED OVERHEAD WDAY 2,400.0000 480,000.00 14.000 33,600.00 115.000 276,000.00 003 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.750 375.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.100 1,000.00 0.600 6,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 005 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.050 600.00 0.750 9,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 87,500.0000 87,500.00 0.100 8,750.00 0.500 43,750.00 (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 9,270.00 817.000 7,353.00 1,432.000 12,888.00 (S) 009 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 1,125.00 25.320 1,899.00 33.120 2,484.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 4,710.00 4,369.000 4,369.00 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 0.100 800.00 0.400 3,200.00 (S) 013 TEMPORARY RAILING (TYPE K) M 24.0000 34,320.00 875.000 21,000.00 1,357.600 32,582.40 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 265.0000 12,720.00 17.000 4,505.00 72.000 19,080.00 (S) 015 ABANDON CULVERT EA 395.0000 395.00 0.000 0.00 016 REMOVE FENCE M 2.0000 2,760.00 1,926.000 3,852.00 017 REMOVE TRAFFIC STRIPE M 5.0000 5,550.00 259.000 1,295.00 1,219.000 6,095.00 018 REMOVE ROADSIDE SIGN EA 43.0000 516.00 5.000 215.00 5.000 215.00 019 REMOVE CULVERT M 18.0000 1,980.00 0.000 0.00 020 SALVAGE METAL BEAM GUARD RAILING M 8.0000 3,120.00 160.000 1,280.00 160.000 1,280.00 021 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 19,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 08:40 AM ESTIMATE NO. 07 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 01/20/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 023 ADJUST MONUMENT TO GRADE EA 250.0000 500.00 0.000 0.00 024 ADJUST MANHOLE TO GRADE EA 250.0000 1,250.00 3.000 750.00 025 REMOVE CONCRETE M3 30.0000 7,200.00 129.000 3,870.00 240.500 7,215.00 026 BRIDGE REMOVAL LS 180,000.0000 180,000.00 0.000 0.00 027 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 028 ROADWAY EXCAVATION M3 4.0000 565,200.00 12,000.000 48,000.00 132,000.000 528,000.00 029 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 0.000 0.00 (F) 031 MULCH M3 25.0000 22,000.00 704.000 17,600.00 (S) 032 EROSION CONTROL (BLANKET) M2 3.6000 52,560.00 10,658.000 38,368.80 (S) 033 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 1.610 466.90 (S) 034 FIBER (EROSION CONTROL) KG 1.0000 1,770.00 1,062.000 1,062.00 (S) 035 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 250.0000 1,000.00 2.000 500.00 036 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 14,700.00 126.000 8,820.00 (S) 037 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 830.00 498.000 498.00 (S) 038 COMPOST (EROSION CONTROL) KG 1.0000 6,480.00 3,888.000 3,888.00 (S) 039 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 780.00 234.000 468.00 (S) 040 CLASS 2 AGGREGATE SUBBASE M3 13.0000 116,480.00 5,974.280 77,665.64 041 CLASS 2 AGGREGATE BASE M3 24.0000 109,680.00 1,299.800 31,195.20 042 ASPHALT CONCRETE TONN 40.0000 668,000.00 5,088.700 203,548.00 043 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 7,100.00 0.000 0.00 AREA) 044 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,870.00 0.000 0.00 045 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 420.00 0.000 0.00 046 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 4,170.00 0.000 0.00 047 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 360.00 0.000 0.00 048 ASPHALTIC EMULSION (PAINT BINDER) TONN 10.0000 320.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 08:40 AM ESTIMATE NO. 07 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 01/20/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 1032,500.00 61.000 35,990.00 238.800 140,892.00 (F) 053 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 21,600.00 0.000 0.00 (F) (TYPE EQ) 054 CLASS 1 CONCRETE M3 450.0000 121,500.00 107.260 48,267.00 249.000 112,050.00 055 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 99,600.00 62.720 75,264.00 056 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 16,500.00 0.000 0.00 (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 179,055.00 102,818.000 118,240.70 (SF) 059 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3500 156,195.00 723.000 976.05 (SF)(BRIDGE) 060 ROADSIDE SIGN - ONE POST EA 210.0000 3,150.00 5.000 1,050.00 061 ROADSIDE SIGN - TWO POST EA 525.0000 1,050.00 0.000 0.00 062 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 84,500.00 21.650 7,036.25 90.630 29,454.75 063 750 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 11.520 5,356.80 45.220 21,027.30 065 450 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 0.000 0.00 068 1800 MM REINFORCED CONCRETE PIPE M 650.0000 403,000.00 68.600 44,590.00 68.600 44,590.00 069 600 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 0.000 0.00 071 300 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 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 08:40 AM ESTIMATE NO. 07 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 01/20/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,630.00 530.000 37,630.00 530.000 37,630.00 081 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,280.00 559.000 1,118.00 1,140.000 2,280.00 082 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 84,500.00 204.160 66,352.00 CONSTRUCTION) 083 MISCELLANEOUS IRON AND STEEL KG 1.0000 3,740.00 0.000 0.00 (SF) 084 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 14,000.00 0.000 0.00 (SF) 085 FENCE (TYPE BW, METAL POST) M 15.0000 18,600.00 0.000 0.00 (S) 086 SURVEY MONUMENT EA 285.0000 2,280.00 0.000 0.00 087 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0.00 088 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 45.0000 14,490.00 0.000 0.00 (F) 089 CONCRETE BARRIER (TYPE 41) M 156.0000 50,232.00 0.000 0.00 (F) 090 TERMINAL SECTION (TYPE B) EA 1,000.0000 2,000.00 0.000 0.00 (S) 091 END SECTION EA 2,000.0000 4,000.00 0.000 0.00 (S) 092 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 6,000.00 0.000 0.00 (S) 093 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 3,528.00 0.000 0.00 (S) 094 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,000.00 0.000 0.00 (S) (SPRAYABLE) 095 SIGNAL AND LIGHTING LS 122,000.0000 122,000.00 0.100 12,200.00 PROGRAM CAS145 PAGE 5 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 08:40 AM ESTIMATE NO. 07 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 01/20/02 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 319,024.05 2,420,133.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 24,986.97 163,073.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 344,011.02 2,583,206.63 096 MOBILIZATION LS 620,000.0000 620,000.00 0.950 589,000.00 ORIGINAL CONTRACT AMOUNT 6,179,489.00 TOTAL WORK COMPLETED 344,011.02 3,172,206.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -31,948.54 TOTAL 334,011.02 3,140,258.09 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/02/01 200 07/18/01 07/27/01 06/04/02 126 13 0 5 49% 61% PROGRESS IS SATISFACTORY COLLINS, JACK RESIDENT ENGINEER PROGRAM CAS145 PAGE 19 DATE 01/23/02