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 11/27/07 EST. NO.11 TIME 03:38 PM R.E. NAME: TORRES, JOSE 08-476104 --------------------------------------------------------------------------- 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 0018 1,128.77 E.W. @ F.A.(+) 041907 N 0018 0 0019 1,452.72 101807 N 0019 0 0020 583.78 101907 N 0020 0 0021 389.06 091307 N 0021 0 007 0002 1,154.69 E.W. @ F.A.(+) 051507 N 0001 0 0003 541.52 051607 N 0002 0 010 0001 -309.76 A.C. @ U.P.(-) 100207 N 1.0 0 4,940.78 TOTAL THIS ESTIMATE 900,758.94 TOTAL PREVIOUS ESTIMATE 905,699.72 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 11/27/07 EST. NO.11 TIME 03:38 PM R.E. NAME: TORRES, JOSE 08-476104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -5,000.00 06 MISSING DOCUMENTS 5,000.00 10 MISSING PAYROLL -10,000.00 11 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-476104 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 08/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/07 R.E. NAME: TORRES, JOSE DATE OF THIS ESTIMATE 11/27/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 08-SBD-15-R115.3/R119.0 ---------------------------------- GRANITE CONSTRUCTION CO. IN SAN BERNARDINO COUNTY NEAR BAKER P. O. BOX 50085 FROM 5.9 KM NORTH OF AFTON ROAD WATSONVILLE, CA 95077-5085 OVERCROSSING TO 2.3 KM SOUTH OF BASIN ROAD OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PERMANENT FENCE (TYPE DESERT TORTOISE) M 21.0000 111,510.00 5,279.000 110,859.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,050.0000 4,050.00 0.250 1,012.50 1.000 4,050.00 03 TIME-RELATED OVERHEAD WDAY 6,000.0000 660,000.00 110.000 660,000.00 04 TEMPORARY FENCE (TYPE DESERT TORTOISE) M 30.0000 3,900.00 137.450 4,123.50 05 PREPARE STORM WATER POLLUTION LS 5,100.0000 5,100.00 1.000 5,100.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 30,000.0000 60,000.00 2.000 60,000.00 08 CONSTRUCTION AREA SIGNS LS 5,900.0000 5,900.00 1.000 5,900.00 S) 09 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 91,500.00 22,875.000 114,375.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 480.00 17.000 510.00 S) 12 FLASHING BEACON (PORTABLE) EA 1,000.0000 4,000.00 4.000 4,000.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 73,500.00 18,375.000 91,875.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 2.000 24,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 130.0000 785,200.00 6,534.500 849,485.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,800.00 14.000 2,800.00 S) 17 REMOVE MARKER EA 90.0000 2,250.00 25.000 2,250.00 18 REMOVE METAL BEAM GUARD RAILING M 400.0000 2,000.00 6.250 2,500.00 19 REMOVE FLARED END SECTION EA 400.0000 2,000.00 5.000 2,000.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 18,300.00 0.000 0.00 STRIPE 21 REMOVE TRAFFIC STRIPE M 2.0000 24,400.00 15,250.000 30,500.00 22 REMOVE PAVEMENT MARKER EA 2.0000 5,020.00 3,137.500 6,275.00 PROGRAM CAS145 PAGE 2 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-476104 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 08/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/07 R.E. NAME: TORRES, JOSE DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 2.0000 3,640.00 1,889.000 3,778.00 24 REMOVE DRAINAGE FACILITY EA 150.0000 1,200.00 12.000 1,800.00 25 REMOVE PIPE M 30.0000 330.00 11.000 330.00 26 REMOVE INLET EA 160.0000 800.00 5.000 800.00 27 REMOVE HEADWALL EA 160.0000 480.00 3.000 480.00 28 REMOVE DOWNDRAIN M 200.0000 4,000.00 0.000 0.00 29 RECONSTRUCT FENCE (TYPE BW) M 6.0000 540.00 0.000 0.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 3,720.00 80.200 9,624.00 31 PREPARE CONCRETE BRIDGE DECK SURFACE M2 1,900.0000 9,500.00 5.000 9,500.00 32 CAP INLET EA 4,000.0000 4,000.00 1.000 4,000.00 33 BRIDGE REMOVAL (PORTION) LS 55,000.0000 55,000.00 1.000 55,000.00 34 CLEARING AND GRUBBING LS 1,800.0000 1,800.00 1.000 1,800.00 35 ROADWAY EXCAVATION M3 2.0000 42,800.00 21,400.000 42,800.00 36 LEAD COMPLIANCE PLAN LS 6,750.0000 6,750.00 1.000 6,750.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 870.0000 43,500.00 109.000 94,830.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 280.0000 8,960.00 73.000 20,440.00 F) 39 IMPORTED BORROW M3 120.0000 837,600.00 8,725.000 1,047,000.00 40 IMPORTED MATERIAL (SHOULDER BACKING) TONN 125.0000 25,000.00 200.000 25,000.00 41 DUFF M2 0.5000 70,000.00 93,815.000 46,907.50 S) 42 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 8,000.00 0.000 0.00 S) 43 CLASS 2 AGGREGATE BASE M3 47.0000 582,800.00 10,676.160 501,779.52 44 AGGREGATE BASE (APPROACH SLAB) M3 1,100.0000 5,500.00 5.000 5,500.00 45 ASPHALT CONCRETE (TYPE A) TONN 90.0000 8,280.00 107.460 9,671.40 46 ASPHALT CONCRETE (OPEN GRADED) TONN 58.0000 205,900.00 2,693.120 156,200.96 47 ASPHALT CONCRETE (TYPE C) TONN 60.0000 864,000.00 14,490.880 869,452.80 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 118.0000 1,770.00 15.000 1,770.00 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 560.00 142.000 568.00 PROGRAM CAS145 PAGE 3 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-476104 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 08/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/07 R.E. NAME: TORRES, JOSE DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 2,560.00 631.000 2,524.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,200.00 875.000 3,500.00 52 SHOULDER RUMBLE STRIP STA 170.0000 11,050.00 81.250 13,812.50 (AC, GROUND-IN INDENTATIONS) 53 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 385.0000 18,095.00 0.000 0.00 54 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 50,000.00 50.000 50,000.00 S) PILING 55 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 3,000.0000 12,000.00 4.000 12,000.00 F) 56 STRUCTURAL CONCRETE, BRIDGE M3 3,500.0000 140,000.00 40.000 140,000.00 57 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,400.0000 24,000.00 10.000 24,000.00 F) (TYPE N MODIFIED) 58 STRUCTURAL CONCRETE, APPROACH SLAB M3 3,000.0000 135,000.00 72.000 216,000.00 (TYPE R MODIFIED) 59 CLASS 4 CONCRETE (BACKFILL) M3 300.0000 900.00 3.750 1,125.00 60 CLASS 1 CONCRETE (STRUCTURE) M3 1,600.0000 176,000.00 110.000 176,000.00 61 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 10,000.00 5.000 12,500.00 62 DRILL AND BOND DOWEL M 470.0000 2,350.00 5.000 2,350.00 63 FURNISH POLYESTER CONCRETE OVERLAY M3 69,100.0000 6,910.00 0.100 6,910.00 64 PLACE POLYESTER CONCRETE OVERLAY M2 580.0000 2,900.00 5.000 2,900.00 65 JOINT SEAL (MR 15 MM) M 430.0000 26,230.00 61.000 26,230.00 S) 66 BAR REINFORCING STEEL KG 5.0000 44,400.00 8,880.000 44,400.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 5.5000 52,580.00 9,560.000 52,580.00 SF) 68 SHOTCRETE M3 20,000.0000 10,000.00 0.500 10,000.00 F) 69 FURNISH SIGN STRUCTURE (TRUSS) KG 2.0000 6,380.00 3,190.000 6,380.00 S) 70 INSTALL SIGN STRUCTURE (TRUSS) KG 5.0000 15,950.00 3,190.000 15,950.00 S) 71 920 MM CAST-IN-DRILLED-HOLE M 590.0000 2,360.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 72 ROADSIDE SIGN - ONE POST EA 150.0000 1,350.00 8.000 1,200.00 73 450 MM REINFORCED CONCRETE PIPE M 620.0000 9,920.00 16.000 9,920.00 74 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 9.600 9,600.00 75 1200 MM REINFORCED CONCRETE PIPE M 1,900.0000 11,400.00 6.000 11,400.00 76 450 MM CORRUGATED STEEL PIPE M 590.0000 2,950.00 7.300 4,307.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-476104 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 08/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/07 R.E. NAME: TORRES, JOSE DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 140.0000 2,800.00 0.000 0.00 (2.01 MM THICK) 78 200 MM ENTRANCE TAPER EA 320.0000 640.00 0.000 0.00 79 450 MM CONCRETE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 80 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 10,000.00 8.190 8,190.00 81 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 4,800.00 0.000 0.00 82 CONCRETE (CONCRETE APRON) M3 5,000.0000 5,000.00 1.630 8,150.00 83 ROCK SLOPE PROTECTION FABRIC M2 20.0000 480.00 0.000 0.00 84 MISCELLANEOUS IRON AND STEEL KG 19.0000 9,880.00 547.000 10,393.00 S) 85 DELINEATOR (CLASS 1) EA 30.0000 2,250.00 86.000 2,580.00 86 MARKER (CULVERT) EA 100.0000 1,600.00 17.000 1,700.00 87 METAL BEAM GUARD RAILING M 90.0000 106,200.00 1,004.660 90,419.40 S) 88 CABLE RAILING M 140.0000 4,480.00 0.000 0.00 S) 89 END ANCHOR ASSEMBLY (TYPE SFT) EA 140.0000 1,260.00 8.000 1,120.00 S) 90 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,950.0000 23,600.00 7.000 20,650.00 S) 91 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,950.0000 5,900.00 1.000 2,950.00 3.000 8,850.00 S) 92 CONCRETE BARRIER (TYPE 732R) M 1,240.0000 28,520.00 23.000 28,520.00 F) 93 CONCRETE BARRIER (TYPE 732) M 960.0000 22,080.00 23.000 22,080.00 F) 94 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,100.00 6,125.000 6,125.00 S) 95 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 360.00 11.700 351.00 S) 96 THERMOPLASTIC TRAFFIC STRIPE M 0.3000 5,490.00 21,474.000 6,442.20 S) (SPRAYABLE) 97 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 5,845.00 1,868.000 6,538.00 S) 98 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 4,410.00 1,575.000 5,512.50 S) PROGRAM CAS145 PAGE 5 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-476104 TIME 03:38 PM ESTIMATE NO. 11 BID OPENING 08/10/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/07 R.E. NAME: TORRES, JOSE DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,962.50 6,080,494.28 ADJUSTMENT OF COMPENSATION -309.76 70,148.19 EXTRA WORK 5,250.54 835,551.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,903.28 6,986,194.00 99 MOBILIZATION LS 352,757.0000 352,757.00 1.000 352,757.00 ORIGINAL CONTRACT AMOUNT 6,177,177.00 TOTAL WORK COMPLETED 8,903.28 7,338,951.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL -1,096.72 7,328,951.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 09/07/06 180 12/18/06 00/00/00 11/02/07 196 82 43 5 100% 100% TORRES, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/07