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 09/22/09 EST. NO.18 TIME 06:45 AM R.E. NAME: ALLRED, LARRY 06-420504 --------------------------------------------------------------------------- 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 0134 354.83 E.W. @ F.A.(+) 092508 N 166.10 0141 700.26 051309 N 0233.0 0192 7,435.79 073009 N 0290.0 009 0002 732.19 E.W. @ F.A.(+) 072508 N 0257.0 0003 711.23 072408 N 0258.0 011 0001 40,257.04 E.W. @ L.S.(+) 090109 N 001 0 013 0001 38,500.00 E.W. @ L.S.(+) 090109 N 001 0 88,691.34 TOTAL THIS ESTIMATE 236,852.26 TOTAL PREVIOUS ESTIMATE 325,543.60 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 09/22/09 EST. NO.18 TIME 06:45 AM R.E. NAME: ALLRED, LARRY 06-420504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 -10,000.00 11 RECD CEM 4401 10,000.00 16 MISS CEM 4401 -10,000.00 18 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 RECD PYRL #5 10,000.00 06 MISS PYRL -10,000.00 16 MISS PYRL -5,000.00 18 -5,000.00 -15,000.00 OTHER OUTSTANDING DOCUMENTS MISS CEM 2402F -10,000.00 18 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -25,000.00 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:45 AM ESTIMATE NO. 18 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/09 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/22/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-FRE-180-24.6/27.3 ---------------------------------- R G W CONSTRUCTION INC IN FRESNO COUNTY NEAR MENDOTA P O BOX 2910 FROM BELMONT AVENUE TO 0.5 KM LIVERMORE CA 94551 EAST OF KINGS SLOUGH BRIDGE FED. AID NO. ACNH-P180(52)E ,ACBH-P180(52)E ,NH-P180(52)E ASPHALT CONCRETE RESURFACING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 3,000.00 02 TIME-RELATED OVERHEAD WDAY 3,135.0000 642,675.00 205.000 642,675.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 14,880.00 2,376.000 28,512.00 S) 04 450 MM TEMPORARY CULVERT M 140.0000 7,140.00 48.770 6,827.80 05 750 MM TEMPORARY CULVERT M 120.0000 6,360.00 53.000 6,360.00 06 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.999 49,950.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 20.0000 2,800.00 107.110 2,142.20 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 14,000.00 1.000 3,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 1,400.00 4.000 1,400.00 12 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000.00 13 CONSTRUCTION AREA SIGNS LS 7,800.0000 7,800.00 1.000 7,800.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.978 146,700.00 S) 15 TYPE III BARRICADE EA 80.0000 3,360.00 27.000 2,160.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 127.000 3,810.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 23.0000 208,150.00 8,632.690 198,551.87 19 TEMPORARY CRASH CUSHION MODULE EA 190.0000 36,100.00 204.000 38,760.00 S) 20 REMOVE FENCE (TYPE BW) M 6.0000 9,060.00 1,491.700 8,950.20 S) 21 REMOVE METAL BEAM GUARD RAILING M 92.0000 3,128.00 33.900 3,118.80 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.8000 15,036.00 1,123.390 3,145.49 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:45 AM ESTIMATE NO. 18 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/09 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,250.00 1,829.800 4,574.50 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 900.00 8.500 850.00 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 1,410.00 611.000 611.00 S) 26 REMOVE ASPHALT CONCRETE DIKE M 8.0000 1,360.00 164.530 1,316.24 27 REMOVE CULVERT M 80.0000 16,000.00 175.780 14,062.40 28 REMOVE HEADWALL EA 3,500.0000 7,000.00 2.000 7,000.00 29 MODIFY HEADWALL EA 4,800.0000 9,600.00 1.000 4,800.00 30 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 31,260.00 1,042.000 31,260.00 31 SALVAGE METAL BEAM GUARD RAILING M 37.0000 7,400.00 220.980 8,176.26 S) 32 RECONSTRUCT CHAIN LINK FENCE M 113.0000 2,712.00 22.000 2,486.00 S) 33 RELOCATE FENCE M 90.0000 900.00 0.000 0.00 S) 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 33,075.00 12,873.070 57,928.82 S) 35 REMOVE CONCRETE CURB M 21.0000 2,310.00 108.400 2,276.40 36 PREPARE CONCRETE BRIDGE DECK SURFACE M2 9.0000 14,553.00 1,617.000 14,553.00 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 11,400.0000 11,400.00 1.000 11,400.00 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 11,400.0000 11,400.00 1.000 11,400.00 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 40 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.00 41 ROADWAY EXCAVATION M3 21.0000 359,100.00 16,601.720 348,636.12 42 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 7,000.00 35.000 7,000.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 400.0000 4,400.00 11.000 4,400.00 F) 45 IMPORTED BORROW M3 11.5000 336,950.00 21,966.330 252,612.80 46 EROSION CONTROL (TYPE C) HA 5,200.0000 78,000.00 5.000 26,000.00 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 2.000 1,500.00 S) 48 CLASS 2 AGGREGATE SUBBASE M3 24.0000 155,760.00 6,112.773 146,706.55 49 CLASS 2 AGGREGATE BASE M3 35.0000 528,500.00 18,263.839 639,234.37 PROGRAM CAS145 PAGE 3 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:45 AM ESTIMATE NO. 18 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/09 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SEAL RANDOM CRACKS LNKM 2,800.0000 25,200.00 0.000 0.00 51 ASPHALT CONCRETE TONN 73.0000 2,328,700.00 30,431.360 2,221,489.28 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 4,760.00 656.060 4,592.42 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 21.0000 3,570.00 166.300 3,492.30 54 FURNISH 380 MM P/C P/S CONCRETE M 150.0000 105,750.00 705.000 105,750.00 PILING 55 DRIVE 380 MM P/C P/S CONCRETE PILE EA 4,650.0000 186,000.00 40.000 186,000.00 S) 56 STEEL SHEET PILING M2 750.0000 42,000.00 14.000 10,500.00 S) 57 STRUCTURAL CONCRETE, BRIDGE M3 1,300.0000 318,500.00 245.000 318,500.00 F) 58 CLASS 2 CONCRETE (HEADWALL) M3 900.0000 38,700.00 43.000 38,700.00 F) 59 CLASS 2 CONCRETE (WINGWALLS) M3 2,100.0000 111,300.00 53.000 111,300.00 F) 60 CLASS 1 CONCRETE (BOX CULVERT) M3 1,050.0000 264,600.00 252.000 264,600.00 F) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 25,000.00 10.370 25,925.00 F) 62 MINOR CONCRETE (BACKFILL) M3 150.0000 7,800.00 45.000 6,750.00 63 DRILL AND BOND DOWEL M 70.0000 20,300.00 292.850 20,499.50 64 FURNISH POLYESTER CONCRETE OVERLAY M3 2,450.0000 335,650.00 114.180 279,741.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 32.0000 51,744.00 1,617.000 51,744.00 F) 66 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 68,229.50 29,665.000 68,229.50 SF) 67 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 29,327.00 29,327.000 29,327.00 SF) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 106.0000 3,604.00 41.480 4,396.88 (1.6 MM-UNFRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,680.00 13.560 1,627.20 (2.0 MM-UNFRAMED) 70 ROADSIDE SIGN - ONE POST EA 140.0000 3,220.00 29.000 4,060.00 71 ROADSIDE SIGN - TWO POST EA 220.0000 1,760.00 8.000 1,760.00 72 450 MM REINFORCED CONCRETE PIPE M 250.0000 4,750.00 18.400 4,600.00 73 600 MM REINFORCED CONCRETE PIPE M 160.0000 33,600.00 203.800 32,608.00 74 900 MM REINFORCED CONCRETE PIPE M 500.0000 15,000.00 30.000 15,000.00 (CLASS II, RUBBER GASKET JOINT) 75 450 MM ALTERNATIVE FLARED END SECTION EA 825.0000 825.00 0.000 0.00 76 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 4 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:45 AM ESTIMATE NO. 18 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/09 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MANHOLE (TYPE A) EA 2,600.0000 2,600.00 1.000 2,600.00 78 ROCK SLOPE PROTECTION M3 750.0000 1,725.00 2.280 1,710.00 (BACKING NO. 2, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 5.0000 30.00 6.000 30.00 80 MINOR CONCRETE (CURB) M 120.0000 15,600.00 122.130 14,655.60 81 MISCELLANEOUS IRON AND STEEL KG 4.0000 3,168.00 792.000 3,168.00 SF) 82 FENCE (TYPE BW, 5 STRAND, METAL POST) M 17.0000 25,840.00 1,533.940 26,076.98 S) 83 SURVEY MONUMENT (TYPE B) EA 500.0000 7,500.00 0.000 0.00 84 DELINEATOR (CLASS 1) EA 33.0000 4,620.00 38.000 1,254.00 85 MILEPOST MARKER EA 35.0000 420.00 11.000 385.00 86 METAL BEAM GUARD RAILING (STEEL POST) M 97.0000 12,610.00 137.160 13,304.52 S) 87 TRANSITION RAILING (TYPE WB) EA 3,400.0000 40,800.00 12.000 40,800.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 2,520.00 4.000 2,520.00 S) 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 38,400.00 12.000 38,400.00 S) 90 CONCRETE BARRIER (TYPE 732) M 295.0000 81,125.00 275.000 81,125.00 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 5,475.00 85.551 6,416.33 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 0.8200 21,648.00 29,837.680 24,466.90 S) (SPRAYABLE) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,620.00 7,062.000 14,124.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 102.110 306.33 S) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9000 3,192.00 1,600.000 3,040.00 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,010.00 2,638.000 9,233.00 S) 97 HIGHWAY LIGHTING LS 44,500.0000 44,500.00 0.999 44,455.50 S) 98 LIGHTING CONDUIT (BRIDGE) LS 23,450.0000 23,450.00 1.000 23,450.00 S) 99 DETECTOR LOOP LS 4,500.0000 4,500.00 1.000 4,500.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:45 AM ESTIMATE NO. 18 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/11/09 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,030,861.06 ADJUSTMENT OF COMPENSATION 0.00 29,183.85 EXTRA WORK 88,691.34 296,359.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 88,691.34 7,356,404.66 00 MOBILIZATION LS 788,000.0000 788,000.00 1.000 788,000.00 ORIGINAL CONTRACT AMOUNT 8,113,111.50 TOTAL WORK COMPLETED 88,691.34 8,144,404.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25,000.00 -35,000.00 TOTAL 63,691.34 8,109,404.66 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 03/14/08 205 05/08/08 05/08/08 09/11/09 273 65 36 36 100% 100% ALLRED, LARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/09