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 03/23/11 EST. NO.01 TIME 02:39 PM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/23/11 EST. NO.01 TIME 02:39 PM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS FEB -1,000.00 01 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 LOCATION PROGRESS ESTIMATE 11-IMP-78-R9.2/R12.1 ----------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY NEAR BRAWLEY ON P O BOX 50085 ROUTE 78 AND ON ROUTE 86 WATSONVILLE CA 95077 FED. AID NO. HPLU-6211(94) CONSTRUCT FOUR LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,850.0000 1,182,750.00 21.000 59,850.00 21.000 59,850.00 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,400.00 172.000 2,580.00 172.000 2,580.00 05 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.051 637.50 0.051 637.50 06 PREPARE STORM WATER POLLUTION LS 250.0000 250.00 0.520 130.00 0.520 130.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 6.6000 97,680.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 0.000 0.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 48,000.00 4.000 24,000.00 4.000 24,000.00 10 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 0.000 0.00 12 STREET SWEEPING LS 78,000.0000 78,000.00 0.051 3,978.00 0.051 3,978.00 13 TEMPORARY HYDRAULIC MULCH M2 0.4200 165,060.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.129 3,612.00 0.129 3,612.00 15 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.051 3,570.00 0.051 3,570.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 11,951.00 0.000 0.00 17 TRAFFIC PLASTIC DRUM EA 75.0000 1,800.00 0.000 0.00 18 TEMPORARY PAVEMENT MARKER EA 7.7000 7,315.00 0.000 0.00 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 26,000.00 0.202 1,313.00 0.202 1,313.00 20 TEMPORARY RAILING (TYPE K) M 20.0000 40,000.00 0.000 0.00 21 ABANDON CULVERT EA 1,680.0000 1,680.00 0.000 0.00 22 REMOVE FENCE M 6.6000 4,422.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE BARRICADE EA 15.0000 930.00 0.000 0.00 24 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 15,840.00 0.000 0.00 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 528.00 0.000 0.00 26 REMOVE CHANNELIZERS EA 11.0000 330.00 0.000 0.00 27 REMOVE ROADSIDE SIGN EA 110.0000 2,860.00 0.000 0.00 28 REMOVE CULVERT M 94.0000 4,042.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 3,700.00 0.000 0.00 30 REMOVE CONCRETE BARRIER (TYPE K) M 21.0000 3,780.00 0.000 0.00 31 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.850 68,000.00 0.850 68,000.00 32 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 0.557 33,420.00 0.557 33,420.00 33 ROADWAY EXCAVATION M3 8.0000 3,160,000.00 0.000 0.00 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 29,900.00 0.000 0.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 205.0000 25,625.00 0.000 0.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 161.0000 61,985.00 0.000 0.00 F) 38 SAND BACKFILL M3 700.0000 2,940.00 0.000 0.00 39 IMPORTED BORROW M3 7.0000 2,919,000.00 0.000 0.00 40 EROSION CONTROL (BFM) M2 0.6800 133,960.00 0.000 0.00 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 42 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 52,500.00 0.000 0.00 43 200 MM CORRUGATED HIGH DENSITY M 90.0000 40,500.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 44 FINISHING ROADWAY LS 20,300.0000 20,300.00 0.000 0.00 45 CLASS 4 AGGREGATE SUBBASE M3 21.5000 752,500.00 0.000 0.00 46 CLASS 2 AGGREGATE BASE M3 48.5000 1,784,800.00 0.000 0.00 47 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,200.00 0.000 0.00 48 HOT MIX ASPHALT (TYPE C) TONN 94.0000 125,960.00 0.000 0.00 49 HOT MIX ASPHALT TONN 82.0000 4,608,400.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR HOT MIX ASPHALT TONN 85.0000 25,500.00 0.000 0.00 51 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 52 PLACE HOT MIX ASPHALT DIKE M 3.7000 11,951.00 0.000 0.00 53 TACK COAT TONN 1,000.0000 44,000.00 0.000 0.00 54 CONTINUOUSLY REINFORCED CONCRETE M3 235.0000 7,966,500.00 0.000 0.00 PAVEMENT 55 CONTINUOUSLY REINFORCED CONCRETE M 9.0000 216.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE A) 56 CONTINUOUSLY REINFORCED CONCRETE M 53.0000 1,272.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE D) 57 CONTINUOUSLY REINFORCED CONCRETE M 55.0000 2,585.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 58 CONTINUOUSLY REINFORCED CONCRETE M 442.5000 41,418.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 59 CONTINUOUSLY REINFORCED CONCRETE M 2,620.0000 123,140.00 0.000 0.00 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 60 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 61 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 62 SHOULDER RUMBLE STRIP STA 116.0000 9,860.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 63 SEAL PAVEMENT JOINT M 3.6000 217,800.00 0.000 0.00 64 FURNISH PILING (CLASS 625) M 30.0000 25,980.00 0.000 0.00 (ALTERNATIVE X) 65 DRIVE PILE (CLASS 625) EA 4,000.0000 128,000.00 0.000 0.00 (ALTERNATIVE X) 66 FURNISH PILING (CLASS 900) M 30.0000 56,700.00 0.000 0.00 (ALTERNATIVE X) 67 DRIVE PILE (CLASS 900) EA 4,000.0000 320,000.00 0.000 0.00 (ALTERNATIVE X) 68 PRESTRESSING CAST-IN-PLACE CONCRETE LS 146,500.0000 146,500.00 0.000 0.00 69 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 62,040.00 0.000 0.00 F) 70 STRUCTURAL CONCRETE, BRIDGE M3 670.0000 998,300.00 0.000 0.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 710.0000 95,850.00 0.000 0.00 F) (TYPE N) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 180,000.00 0.000 0.00 F) 73 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 26,000.00 0.000 0.00 74 JOINT SEAL (MR 40 MM) M 350.0000 9,100.00 0.000 0.00 75 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 416,500.00 0.000 0.00 F) 76 FURNISH SINGLE SHEET ALUMINUM SIGN M2 174.0000 10,788.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.0000 4,512.00 0.000 0.00 (2.0 MM-UNFRAMED) 78 FURNISH SINGLE SHEET ALUMINUM SIGN M2 267.0000 15,486.00 0.000 0.00 (2.0 MM-FRAMED) 79 METAL (RAIL MOUNTED SIGN) KG 39.6000 6,336.00 0.000 0.00 80 ROADSIDE SIGN - ONE POST EA 935.0000 72,930.00 0.000 0.00 81 ROADSIDE SIGN - TWO POST EA 495.0000 6,435.00 0.000 0.00 82 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 248.0000 1,736.00 0.000 0.00 METHOD) 83 200 MM ALTERNATIVE PIPE CULVERT M 170.0000 8,160.00 0.000 0.00 84 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 0.000 0.00 85 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 112,000.00 0.000 0.00 86 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 220,500.00 0.000 0.00 87 900 MM ALTERNATIVE PIPE CULVERT M 295.0000 20,650.00 0.000 0.00 88 PREFABRICATED VERTICAL DRAIN M 2.0000 294,000.00 0.000 0.00 89 GRATED LINE DRAIN M 430.0000 28,810.00 0.000 0.00 90 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 670.0000 33,500.00 0.000 0.00 91 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 2,240.00 0.000 0.00 92 900 MM ALTERNATIVE FLARED END SECTION EA 285.0000 570.00 0.000 0.00 93 ROCK SLOPE PROTECTION M3 250.0000 3,250.00 0.000 0.00 (FACING, METHOD B) 94 CONCRETE (SLOPE PROTECTION) M3 720.0000 108,000.00 0.000 0.00 95 SLOPE PAVING (CONCRETE) M3 900.0000 94,500.00 0.000 0.00 F) 96 ROCK SLOPE PROTECTION FABRIC M2 6.0000 276.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,440.00 0.000 0.00 F) 98 FENCE (TYPE BW, 4-STRAND, METAL POST) M 8.0000 84,000.00 0.000 0.00 99 DELINEATOR (CLASS 1) EA 44.0000 6,160.00 0.000 0.00 00 MILEPOST MARKER EA 55.0000 770.00 0.000 0.00 01 GUARD RAILING DELINEATOR EA 16.5000 1,320.00 0.000 0.00 02 ALTERNATIVE CRASH CUSHION EA 5,900.0000 11,800.00 0.000 0.00 03 METAL BEAM GUARD RAILING M 68.0000 31,280.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 0.000 0.00 05 RAIL TENSIONING ASSEMBLY EA 270.0000 540.00 0.000 0.00 06 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 07 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60) M 150.0000 52,500.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 732) M 310.0000 128,960.00 0.000 0.00 F) 10 THERMOPLASTIC PAVEMENT MARKING M2 46.2000 21,252.00 0.000 0.00 11 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 165.00 0.000 0.00 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 12,804.00 0.000 0.00 13 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 385.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 14 PAINT TRAFFIC STRIPE (2-COAT) M 0.7200 37,368.00 0.000 0.00 15 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 6,666.00 0.000 0.00 16 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 11,703.00 0.000 0.00 17 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 18 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 0.000 0.00 19 FLASHING BEACON LS 36,000.0000 36,000.00 0.000 0.00 20 LIGHTING CONDUIT (BRIDGE) LS 11,250.0000 11,250.00 0.000 0.00 21 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 10,500.00 0.000 0.00 F) 22 TRAFFIC MONITORING STATION (LOCATION 1) LS 29,900.0000 29,900.00 0.000 0.00 23 TRAFFIC MONITORING STATION (LOCATION 2) LS 29,900.0000 29,900.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 02:39 PM ESTIMATE NO. 01 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 201,090.50 201,090.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 201,090.50 201,090.50 24 MOBILIZATION LS 845,000.0000 845,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 29,508,262.00 TOTAL WORK COMPLETED 201,090.50 201,090.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 200,090.50 200,090.50 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 12/24/10 415 00/00/00 02/17/11 10/15/12 21 0 0 0 1% 5% PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/11