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 02/28/08 EST. NO.15 TIME 01:12 PM R.E. NAME: MENGONI, MARK 06-407204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 022 0008 3,898.61 E.W. @ F.A.(+) 012808 N 213080 3,898.61 TOTAL THIS ESTIMATE 288,493.58 TOTAL PREVIOUS ESTIMATE 292,392.19 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 02/28/08 EST. NO.15 TIME 01:12 PM R.E. NAME: MENGONI, MARK 06-407204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO CPM -15,000.00 08 HIGH AC OIL CONTENT -877.50 09 REL CPM 15,000.00 10 OUT OF STATE INSECT -5,000.00 12 OUT OF STATE INSPECT -5,000.00 13 0.00 -10,877.50 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 RECD PYRL #5 10,000.00 07 MISS PYRL -10,000.00 10 RECD PYRL 10,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,877.50 PROGRAM CAS145 PAGE 1 DATE 02/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:12 PM ESTIMATE NO. 15 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/28/08 LOCATION RERUN FINAL ESTIMATE 06-MAD-99-9.1/9.8 -------------------- 06-MAD-145-8.9/9.2 GRANITE CONSTRUCTION COMPANY IN MADERA COUNTY IN MADERA FROM P O BOX 50085 1.0 KM SOUTH OF SOUTH MADERA WATSONVILLE CA 95077 OVERCROSSING TO 0.8 KM SOUTH OF ROUTE 99 AND 145 SEPARATION FED. AID NO. NH- ( ) MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.550 2,750.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 216,000.00 188.000 225,600.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 10,000.00 85.400 4,270.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 14,170.00 931.200 12,105.60 S) 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 1.000 15,000.00 07 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 S) 09 TYPE III BARRICADE EA 86.0000 2,322.00 31.000 2,666.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 12,080.00 426.000 1,704.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 13,000.00 163.000 8,150.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 90.0000 35,100.00 390.300 35,127.00 14 TEMPORARY CRASH CUSHION MODULE EA 200.0000 13,400.00 95.000 19,000.00 S) 15 REMOVE FENCE M 18.0000 11,340.00 499.000 8,982.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 48.0000 8,160.00 169.000 8,112.00 S) 17 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 25.0000 5,500.00 115.800 2,895.00 S) 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 2,660.00 1,227.000 2,454.00 S) 19 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 35.000 3,500.00 20 REMOVE CULVERT M 36.0000 1,548.00 42.800 1,540.80 21 REMOVE INLET EA 800.0000 800.00 2.000 1,600.00 22 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 2 DATE 02/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:12 PM ESTIMATE NO. 15 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING M2 1.5000 6,225.00 4,260.000 6,390.00 24 RELOCATE ROADSIDE SIGN EA 150.0000 1,050.00 9.000 1,350.00 25 ADJUST FRAME AND COVER TO GRADE EA 800.0000 7,200.00 20.000 16,000.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 4,590.00 3,022.700 13,602.15 S) 27 REMOVE CONCRETE BARRIER M 280.0000 12,040.00 42.700 11,956.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE M2 80.0000 2,880.00 48.460 3,876.80 101.970 8,157.60 29 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 1.000 30,000.00 30 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 31 ROADWAY EXCAVATION M3 28.0000 677,600.00 25,550.000 715,400.00 32 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 535.0000 230,050.00 454.510 243,162.85 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 214.0000 62,060.00 302.670 64,771.38 F) 35 STRAW (EROSION CONTROL) TONN 580.0000 5,800.00 10.070 5,840.60 S) 36 FIBER (EROSION CONTROL) KG 1.0000 3,100.00 3,021.000 3,021.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 2,400.00 2.000 1,600.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 13,000.00 93.100 12,103.00 S) 39 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,420.00 704.800 1,409.60 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 900.00 352.400 881.00 S) 41 200 MM ALTERNATIVE CONDUIT M 120.0000 12,000.00 100.700 12,084.00 S) 42 CLASS 2 AGGREGATE BASE M3 80.0000 744,000.00 9,957.000 796,560.00 43 ASPHALT CONCRETE (TYPE A) TONN 112.0000 820,960.00 8,287.630 928,214.56 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 245.00 369.900 25,893.00 AREA) 45 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 160.0000 4,000.00 27.400 4,384.00 46 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 642.0000 348,606.00 599.070 384,602.94 S) PILING 47 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 535.0000 61,525.00 123.320 65,976.20 F) 48 STRUCTURAL CONCRETE, BRIDGE M3 1,605.0000 361,125.00 230.830 370,482.15 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 36,000.00 19.140 38,280.00 F) PROGRAM CAS145 PAGE 3 DATE 02/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:12 PM ESTIMATE NO. 15 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRILL AND BOND DOWEL M 107.0000 22,470.00 147.300 15,761.10 51 CLEAN EXPANSION JOINT M 107.0000 2,140.00 15.800 1,690.60 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 4.000 60,000.00 S) GIRDER (10 M - 15 M) 53 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 192,000.00 6.000 192,000.00 S) GIRDER (20 M - 25 M) 54 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 40,000.00 10.000 40,000.00 S) GIRDER 55 FURNISH POLYESTER CONCRETE OVERLAY M3 4,000.0000 16,000.00 3.500 14,000.00 56 PLACE POLYESTER CONCRETE OVERLAY M2 500.0000 18,000.00 48.460 24,230.00 95.200 47,600.00 F) 57 JOINT SEAL (MR 30 MM) M 300.0000 9,300.00 24.800 7,440.00 S) 58 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 291,500.00 62,122.290 310,611.45 SF) 59 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 30.0000 23,820.00 813.000 24,390.00 F) WITHOUT WALKWAY) 60 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 7,940.00 813.000 8,130.00 SF)WITHOUT WALKWAY) 61 ROADSIDE SIGN - ONE POST EA 300.0000 10,800.00 40.000 12,000.00 62 ROADSIDE SIGN - TWO POST EA 375.0000 750.00 0.000 0.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 1.000 200.00 METHOD) 64 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 95,400.00 530.100 95,418.00 65 450 MM CORRUGATED STEEL PIPE M 200.0000 440.00 3.100 620.00 (1.63 MM THICK) 66 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 2,400.00 11.800 2,360.00 (1.63 MM THICK) 67 450 MM STEEL FLARED END SECTION EA 210.0000 1,890.00 9.000 1,890.00 68 MANHOLE EA 4,000.0000 24,000.00 5.000 20,000.00 69 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 320,000.00 478.120 382,496.00 CONSTRUCTION) 70 MINOR CONCRETE (TEXTURED PAVING) M2 150.0000 103,500.00 583.200 87,480.00 71 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,400.00 1,199.000 5,995.00 SF) 72 MISCELLANEOUS METAL KG 50.0000 6,750.00 135.000 6,750.00 SF)(RESTRAINER - CABLE TYPE) 73 MISCELLANEOUS METAL (BRIDGE) KG 32.0000 5,280.00 165.000 5,280.00 SF) 74 CHAIN LINK FENCE (TYPE CL-1.8) M 37.0000 21,460.00 542.200 20,061.40 S) 75 SURVEY MONUMENT (TYPE D) EA 700.0000 700.00 1.000 700.00 76 DELINEATOR (CLASS 1) EA 60.0000 3,540.00 58.000 3,480.00 PROGRAM CAS145 PAGE 4 DATE 02/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:12 PM ESTIMATE NO. 15 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CHAIN LINK RAILING (TYPE 7) M 190.0000 14,820.00 78.000 14,820.00 SF) 78 CONCRETE BARRIER (TYPE 25R MODIFIED) M 2,700.0000 13,500.00 5.000 13,500.00 F) 79 CONCRETE BARRIER (TYPE 26 MODIFIED) M 430.0000 33,540.00 78.000 33,540.00 F) 80 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 3.000 12,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,700.0000 14,100.00 3.000 14,100.00 S) 82 CONCRETE BARRIER (TYPE 60E) M 700.0000 30,100.00 42.700 29,890.00 83 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 11,500.00 212.600 10,630.00 S) 84 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,010.00 7,834.400 7,834.40 S) (SPRAYABLE) 85 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 3,050.00 2,815.000 7,037.50 S) 86 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 5,700.00 2,841.000 5,682.00 S) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,670.00 773.000 2,319.00 S) 88 SIGNAL AND LIGHTING (LOCATION 1) LS 135,000.0000 135,000.00 1.000 135,000.00 S) 89 SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 1.000 135,000.00 S) 90 EMERGENCY VEHICLE DETECTOR SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 S) (LOCATION 1) 91 EMERGENCY VEHICLE DETECTOR SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 S) (LOCATION 2) 92 LIGHTING (CITY STREET) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 93 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 1.000 75,000.00 S) 94 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 5 DATE 02/28/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:12 PM ESTIMATE NO. 15 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/08/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/28/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 28,106.80 6,165,484.88 ADJUSTMENT OF COMPENSATION 0.00 -14,220.92 EXTRA WORK 3,898.61 306,613.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 32,005.41 6,457,877.07 95 MOBILIZATION LS 90,000.0000 90,000.00 1.000 90,000.00 ORIGINAL CONTRACT AMOUNT 5,871,126.00 TOTAL WORK COMPLETED 32,005.41 6,547,877.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,877.50 TOTAL 32,005.41 6,536,999.57 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 10/11/06 180 10/26/06 10/26/06 08/08/07 188 7 8 0 100% 100% MENGONI, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 02/28/08