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 12/22/01 EST. NO.06 TIME 02:16 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 --------------------------------------------------------------------------- 001 0004 901.99 E.W. @ F.A.(+) 101701 N GC0030 0005 972.28 102301 N GC0040 0006 777.93 102401 N GC0050 0007 1,910.28 102501 N GC0060 0008 2,584.04 102601 N GC0070 006 0012 81.83 E.W. @ F.A.(+) 100101 N 0 0013 823.46 101801 N GC0130 0016 518.09 100201 Y 0 0017 227.60 100501 Y 0 0018 414.11 100901 Y 0 0019 813.76 101001 Y 0 0020 708.02 101101 Y 0 0021 421.79 101201 Y 0 0022 1,118.90 101601 Y 0 0023 798.98 101701 Y 0 007 0001 1,764.47 E.W. @ F.A.(+) 100801 N GC0010 0002 1,680.04 100901 N GC0020 0006 4,006.99 101801 N GC0060 0007 2,742.53 101901 N GC0070 0008 6,344.05 102001 N GC0080 0009 1,704.36 102201 N GC0090 0010 1,704.36 102301 N GC0100 0011 1,704.36 102401 N GC0110 0012 20,387.98 102501 N GC0120 0013 2,087.63 102601 N GC0130 0014 2,470.90 102701 N GC0140 0015 2,087.63 102901 N GC0150 0017 2,087.63 103101 N GC0170 0018 2,087.63 110101 N GC0180 0019 12,914.12 110201 N GC0190 0020 2,470.90 110301 N GC0200 0021 2,053.60 110501 N GC0210 0022 2,091.86 110601 N GC0220 0023 2,053.60 110701 N GC0230 0024 2,053.60 110801 N GC0240 0025 2,988.62 110901 N GC0250 0026 3,625.30 111001 N GC0260 0027 30,760.24 VAR N TRIRC2 126,945.46 TOTAL THIS ESTIMATE 11,141.16 TOTAL PREVIOUS ESTIMATE 138,086.62 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 12/22/01 EST. NO.06 TIME 02:16 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 10,000.00 -20,000.00 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 -21,948.54 PROGRAM CAS145 PAGE 1 DATE 12/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 02:16 PM ESTIMATE NO. 06 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 12/20/01 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 12/22/01 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 0.500 2,500.00 002 TIME-RELATED OVERHEAD WDAY 2,400.0000 480,000.00 12.000 28,800.00 101.000 242,400.00 003 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 0.500 5,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 005 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.050 600.00 0.700 8,400.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 87,500.0000 87,500.00 0.100 8,750.00 0.400 35,000.00 (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 9,270.00 615.000 5,535.00 (S) 009 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 1,125.00 7.800 585.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 4,710.00 1,578.000 1,578.00 (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 0.300 2,400.00 (S) 013 TEMPORARY RAILING (TYPE K) M 24.0000 34,320.00 482.600 11,582.40 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 265.0000 12,720.00 55.000 14,575.00 (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 5,550.00 960.000 4,800.00 018 REMOVE ROADSIDE SIGN EA 43.0000 516.00 0.000 0.00 019 REMOVE CULVERT M 18.0000 1,980.00 0.000 0.00 020 SALVAGE METAL BEAM GUARD RAILING M 8.0000 3,120.00 0.000 0.00 021 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 19,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 02:16 PM ESTIMATE NO. 06 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 12/20/01 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 12/22/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,200.00 111.500 3,345.00 026 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 8,133.400 32,533.60 120,000.000 480,000.00 029 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 22,000.00 484.000 12,100.00 704.000 17,600.00 (S) 032 EROSION CONTROL (BLANKET) M2 3.6000 52,560.00 10,658.000 38,368.80 10,658.000 38,368.80 (S) 033 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 1.610 466.90 1.610 466.90 (S) 034 FIBER (EROSION CONTROL) KG 1.0000 1,770.00 1,062.000 1,062.00 1,062.000 1,062.00 (S) 035 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 250.0000 1,000.00 1.000 250.00 2.000 500.00 036 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 14,700.00 126.000 8,820.00 126.000 8,820.00 (S) 037 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 830.00 498.000 498.00 498.000 498.00 (S) 038 COMPOST (EROSION CONTROL) KG 1.0000 6,480.00 3,888.000 3,888.00 3,888.000 3,888.00 (S) 039 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 780.00 234.000 468.00 234.000 468.00 (S) 040 CLASS 2 AGGREGATE SUBBASE M3 13.0000 116,480.00 1,668.780 21,694.14 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 1,337.000 53,480.00 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 12/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 02:16 PM ESTIMATE NO. 06 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 12/20/01 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 12/22/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 1032,500.00 177.800 104,902.00 (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 121,500.00 141.740 63,783.00 055 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 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 68.980 22,418.50 063 750 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 33.700 15,670.50 065 450 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 0.000 0.00 069 600 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 12/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 02:16 PM ESTIMATE NO. 06 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 12/20/01 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 12/22/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 081 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,280.00 581.000 1,162.00 082 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 12/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407704 TIME 02:16 PM ESTIMATE NO. 06 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 12/20/01 R.E. NAME: COLLINS, JACK DATE OF THIS ESTIMATE 12/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 215,129.44 2,101,108.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 126,945.46 138,086.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 342,074.90 2,239,195.61 096 MOBILIZATION LS 620,000.0000 620,000.00 0.950 589,000.00 ORIGINAL CONTRACT AMOUNT 6,179,489.00 TOTAL WORK COMPLETED 342,074.90 2,828,195.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -21,948.54 TOTAL 352,074.90 2,806,247.07 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 05/28/02 109 10 0 3 44% 53% PROGRESS IS SATISFACTORY COLLINS, JACK RESIDENT ENGINEER PROGRAM CAS145 PAGE 23 DATE 12/22/01