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 12/20/00 EST. NO.06 TIME 02:44 PM R.E. NAME: PAUL PINEDA 06-338204 --------------------------------------------------------------------------- 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 0015 274.71 E.W. @ F.A.(+) 072000 N 0 0016 6,839.21 080800 N 0 0017 1,289.03 080900 N 0 0018 1,350.99 081000 N 0 0019 1,197.91 081100 N 0 0020 1,471.31 081600 N 0 0021 1,289.03 081800 N 0 0022 1,384.56 081700 N 0 0023 155.18 101800 N 0 0024 487.74 103000 N 0 0025 1,117.89 103100 N 0 0026 942.84 110100 N 0 0027 942.84 110200 N 0 0028 633.87 103000 N 0 0029 1,117.89 103100 N 0 0030 942.83 110100 N 0 0031 942.83 110200 N 0 0032 709.45 110600 N 0 0033 709.45 110700 N 0 0034 942.84 110800 N 0 0034-1 -942.84 110800 N 0 DAO CORRECTING ENTRY 0034-2 942.84 110800 N 0 DAO CORRECTING ENTRY 0035 884.50 110600 N 0 0035-1 -884.50 110600 N 0 DAO CORRECTING ENTRY 0035-2 884.50 110600 N 0 DAO CORRECTING ENTRY 0036 826.14 110700 N 0 0037 709.45 110800 N 0 004 0001 589.65 E.W. @ F.A.(+) 090500 N 0 0002 984.74 090600 N 0 0003 553.22 090700 N 0 0004 984.74 091100 N 0 0005 984.74 091200 N 0 0006 146.40 091300 N 0 005 0001 1,211.78 E.W. @ F.A.(+) 110600 N 0 0002 1,926.83 110700 N 0 0003 2,431.59 110800 N 0 36,976.18 TOTAL THIS ESTIMATE 27,871.76 TOTAL PREVIOUS ESTIMATE 64,847.94 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 12/20/00 EST. NO.06 TIME 02:44 PM R.E. NAME: PAUL PINEDA 06-338204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-338204 TIME 02:44 PM ESTIMATE NO. 06 BID OPENING 06/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/00 R.E. NAME: PAUL PINEDA DATE OF THIS ESTIMATE 12/20/00 LOCATION PROGRESS ESTIMATE 06-KER-46-20.5/32.5 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY IN AND NEAR LOST P.O.BOX 50085 HILLS ON ROUTE 46 FROM 0.2 KM WEST WATSONVILLE, CA. 95077-5085 OF JUNCTION ROUTE 33 TO 0.2 KM EAST OF ROUTE 46 AND 5 SEPARATION FED. AID NO. ACNH-P046(29)E WIDEN AND ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PREPARE STORM WATER POLLUTION PREVENTION LS 20,000.0000 20,000.00 0.750 15,000.00 PLAN 002 WATER POLLUTION CONTROL LS 8,000.0000 8,000.00 0.087 696.00 0.546 4,368.00 003 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.034 255.00 0.718 5,385.00 (S) 004 TRAFFIC CONTROL SYSTEM LS 131,000.0000 131,000.00 0.087 11,397.00 0.252 33,012.00 (S) 005 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 5,280.00 0.000 0.00 (S) 006 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 425.00 0.000 0.00 (S) 007 TEMPORARY PAVEMENT MARKER EA 2.0000 260.00 0.000 0.00 (S) 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.090 900.00 0.255 2,550.00 (S) 009 TEMPORARY RAILING (TYPE K) M 20.0000 38,000.00 195.070 3,901.40 (S) 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 24,000.00 48.000 12,000.00 (S) 011 REMOVE FENCE M 10.0000 15,000.00 0.000 0.00 012 REMOVE FLARED END SECTION EA 50.0000 1,000.00 16.000 800.00 16.000 800.00 013 REMOVE TRAFFIC STRIPE M 4.0000 2,000.00 0.000 0.00 014 REMOVE PAVEMENT MARKER EA 1.0000 75.00 0.000 0.00 015 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 016 REMOVE CULVERT EA 500.0000 14,500.00 27.000 13,500.00 27.000 13,500.00 017 REMOVE HEADWALL EA 150.0000 3,600.00 24.000 3,600.00 24.000 3,600.00 018 REMOVE ASPHALT CONCRETE SURFACING M2 55.0000 2,365.00 0.000 0.00 019 RELOCATE CHAIN LINK FENCE M 24.0000 7,680.00 0.000 0.00 (S) 020 RELOCATE ROADSIDE SIGN EA 200.0000 2,600.00 9.000 1,800.00 021 ADJUST MANHOLE TO GRADE EA 200.0000 200.00 0.000 0.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 34,800.00 0.000 0.00 (S) (120 MM MAXIMUM) PROGRAM CAS145 PAGE 2 DATE 12/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-338204 TIME 02:44 PM ESTIMATE NO. 06 BID OPENING 06/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/00 R.E. NAME: PAUL PINEDA DATE OF THIS ESTIMATE 12/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ACCESS OPENING, SOFFIT EA 500.0000 3,000.00 3.000 1,500.00 024 REMOVE CRASH CUSHION EA 50.0000 200.00 4.000 200.00 025 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.000 0.00 026 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.600 6,000.00 027 ROADWAY EXCAVATION M3 7.5000 623,250.00 0.000 0.00 028 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 3,750.00 20.200 1,010.00 (F) 029 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 2,250.00 0.000 0.00 (F) 030 STRAW (EROSION CONTROL) TONN 180.0000 28,800.00 0.000 0.00 (S) 031 FIBER (EROSION CONTROL) KG 1.0000 24,000.00 0.000 0.00 (S) 032 PURE LIVE SEED (EROSION CONTROL) KG 76.0000 56,240.00 0.000 0.00 (S) 033 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 3,000.00 0.000 0.00 (S) 034 COMPOST (EROSION CONTROL) KG 0.4000 48,000.00 0.000 0.00 (S) 035 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 12,000.00 0.000 0.00 (S) 036 CLASS 2 AGGREGATE BASE M3 20.0000 566,000.00 0.000 0.00 037 SEAL RANDOM CRACKS LNKM 1,500.0000 60,000.00 0.000 0.00 038 ASPHALT CONCRETE (BRIDGE) TONN 100.0000 2,400.00 0.000 0.00 039 REPLACE ASPHALT CONCRETE SURFACING M3 100.0000 223,000.00 35.390 3,539.00 2,903.000 290,300.00 040 ASPHALT CONCRETE TONN 46.2000 4495,260.00 232.100 10,723.02 232.100 10,723.02 041 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 39,150.00 0.000 0.00 AREA) 042 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,800.00 0.000 0.00 043 RUMBLE STRIP STA 38.0000 13,300.00 0.000 0.00 044 ASPHALTIC EMULSION (PAINT BINDER) TONN 10.0000 1,100.00 0.640 6.40 4.140 41.40 045 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 2,700.00 7.530 753.00 7.530 753.00 (S) PILING 046 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,225.0000 160,200.00 16.740 37,246.50 16.740 37,246.50 (S) PILING 047 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 800.00 0.000 0.00 (F) 048 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 108,500.00 25.000 17,500.00 (F) 049 MINOR CONCRETE (BACKFILL) M3 80.0000 16,800.00 103.840 8,307.20 103.840 8,307.20 PROGRAM CAS145 PAGE 3 DATE 12/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-338204 TIME 02:44 PM ESTIMATE NO. 06 BID OPENING 06/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/00 R.E. NAME: PAUL PINEDA DATE OF THIS ESTIMATE 12/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND DOWEL M 100.0000 16,000.00 153.000 15,300.00 051 DRILL AND PRESSURE GROUT DOWEL M 175.0000 11,025.00 59.000 10,325.00 052 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 0.000 0.00 GIRDER (30 M - 35 M) 053 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 8,000.00 0.000 0.00 GIRDER 054 REFINISH BRIDGE DECK M2 50.0000 9,500.00 0.000 0.00 055 CORE CONCRETE (101 MM - 200 MM) M 290.0000 1,015.00 0.560 162.40 056 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 116,000.00 20,042.000 20,042.00 28,522.000 28,522.00 (SF) 057 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 126,000.00 382.500 76,500.00 560.000 112,000.00 058 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 15,000.00 39.000 7,800.00 059 525 MM X 375 MM ALTERNATIVE PIPE M 200.0000 2,200.00 15.000 3,000.00 15.000 3,000.00 ARCH CULVERT 060 700 MM X 500 MM ALTERNATIVE PIPE M 200.0000 3,000.00 14.500 2,900.00 14.500 2,900.00 ARCH CULVERT 061 900 MM CORRUGATED STEEL PIPE INLET M 900.0000 1,980.00 0.000 0.00 (2.77 MM THICK) 062 450 MM ALTERNATIVE FLARED END SECTION EA 190.0000 17,100.00 80.000 15,200.00 80.000 15,200.00 063 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 800.00 4.000 800.00 4.000 800.00 064 525 MM X 375 MM ALTERNATIVE FLARED END EA 190.0000 380.00 2.000 380.00 2.000 380.00 PIPE ARCH SECTION 065 700 MM X 500 MM ALTERNATIVE FLARED END EA 200.0000 400.00 2.000 400.00 2.000 400.00 PIPE ARCH SECTION 066 INLET GRATE (TYPE 900R) EA 400.0000 800.00 0.000 0.00 067 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 6,860.00 490.000 6,860.00 (SF) 068 FENCE (TYPE BW, METAL POST) M 12.0000 18,000.00 0.000 0.00 (S) 069 SURVEY MONUMENT EA 200.0000 800.00 0.000 0.00 070 DELINEATOR (CLASS 1) EA 35.0000 350.00 0.000 0.00 071 OBJECT MARKER (TYPE P) EA 35.0000 140.00 0.000 0.00 072 METAL BEAM GUARD RAILING (WOOD POST) M 74.0000 2,294.00 0.000 0.00 (S) 073 CHAIN LINK RAILING (TYPE 7) M 70.0000 5,320.00 0.000 0.00 (SF) 074 TUBULAR HANDRAILING (MODIFIED) M 150.0000 11,550.00 0.000 0.00 (SF) 075 CONCRETE BARRIER (TYPE 25) M 125.0000 9,625.00 0.000 0.00 (F) 076 CONCRETE BARRIER (TYPE 26) M 150.0000 11,550.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 12/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-338204 TIME 02:44 PM ESTIMATE NO. 06 BID OPENING 06/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/00 R.E. NAME: PAUL PINEDA DATE OF THIS ESTIMATE 12/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 16,800.00 0.000 0.00 (S) 078 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 6,400.00 0.000 0.00 (S) 079 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.4000 23,760.00 0.000 0.00 (S) 080 PAVEMENT MARKER (REFLECTIVE) EA 2.6000 5,850.00 0.000 0.00 (S) 081 FLASHING BEACON AND LIGHTING LS 51,000.0000 51,000.00 0.000 0.00 (S) 082 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 12/20/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-338204 TIME 02:44 PM ESTIMATE NO. 06 BID OPENING 06/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/00 R.E. NAME: PAUL PINEDA DATE OF THIS ESTIMATE 12/20/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 210,945.12 673,146.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 36,976.18 64,847.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 247,921.30 737,994.86 083 MOBILIZATION LS 805,975.0000 805,975.00 0.500 402,987.50 ORIGINAL CONTRACT AMOUNT 8,234,459.00 TOTAL WORK COMPLETED 247,921.30 1,140,982.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 247,921.30 1,140,982.36 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 07/12/00 170 07/12/00 07/12/00 07/09/01 92 20 0 58 13% 20% PROGRESS IS SATISFACTORY PAUL PINEDA RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 12/20/00