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 12/22/08 EST. NO.10 TIME 06:08 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 --------------------------------------------------------------------------- *** 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 12/22/08 EST. NO.10 TIME 06:08 AM R.E. NAME: ALLRED, LARRY 06-420504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 RECD PYRL #5 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:08 AM ESTIMATE NO. 10 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 12/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 12/22/08 LOCATION RERUN PROGRESS ESTIMATE 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 9.000 28,215.00 138.000 432,630.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 14,880.00 1,880.000 22,560.00 S) 04 450 MM TEMPORARY CULVERT M 140.0000 7,140.00 -1.730 -242.20 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 0.042 2,100.00 0.577 28,850.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.017 42.50 0.869 2,172.50 PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 20.0000 2,800.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 14,000.00 0.000 0.00 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 0.000 0.00 12 STREET SWEEPING LS 20,000.0000 20,000.00 0.042 840.00 0.663 13,260.00 13 CONSTRUCTION AREA SIGNS LS 7,800.0000 7,800.00 0.700 5,460.00 S) 14 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.042 6,300.00 0.646 96,900.00 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 69.000 2,070.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.042 630.00 0.663 9,945.00 S) 18 TEMPORARY RAILING (TYPE K) M 23.0000 208,150.00 7,370.810 169,528.63 19 TEMPORARY CRASH CUSHION MODULE EA 190.0000 36,100.00 134.000 25,460.00 S) 20 REMOVE FENCE (TYPE BW) M 6.0000 9,060.00 1,329.000 7,974.00 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 15,036.00 647.000 1,811.60 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:08 AM ESTIMATE NO. 10 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 12/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,250.00 622.900 1,557.25 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 900.00 8.500 850.00 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 1,410.00 167.960 167.96 S) 26 REMOVE ASPHALT CONCRETE DIKE M 8.0000 1,360.00 65.500 524.00 27 REMOVE CULVERT M 80.0000 16,000.00 132.930 10,634.40 175.780 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 0.700 3,360.00 30 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 31,260.00 0.000 0.00 31 SALVAGE METAL BEAM GUARD RAILING M 37.0000 7,400.00 110.490 4,088.13 110.490 4,088.13 S) 32 RECONSTRUCT CHAIN LINK FENCE M 113.0000 2,712.00 0.000 0.00 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 3,376.970 15,196.37 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 0.000 0.00 37 BRIDGE REMOVAL (PORTION), LOCATION A LS 11,400.0000 11,400.00 0.500 5,700.00 0.500 5,700.00 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 11,400.0000 11,400.00 0.500 5,700.00 0.500 5,700.00 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 0.500 12,000.00 0.750 18,000.00 40 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.700 24,500.00 41 ROADWAY EXCAVATION M3 21.0000 359,100.00 1,500.000 31,500.00 8,084.534 169,775.21 42 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.000 0.00 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 0.000 0.00 F) 45 IMPORTED BORROW M3 11.5000 336,950.00 27,552.610 316,855.02 46 EROSION CONTROL (TYPE C) HA 5,200.0000 78,000.00 0.000 0.00 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 0.000 0.00 S) 48 CLASS 2 AGGREGATE SUBBASE M3 24.0000 155,760.00 4,302.729 103,265.50 49 CLASS 2 AGGREGATE BASE M3 35.0000 528,500.00 1,381.000 48,335.00 15,829.819 554,043.67 PROGRAM CAS145 PAGE 3 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:08 AM ESTIMATE NO. 10 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 12/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,845.170 1,083,697.41 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 4,760.00 0.000 0.00 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 21.0000 3,570.00 20.000 420.00 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 318,500.00 221.230 287,599.00 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 0.000 0.00 F) 60 CLASS 1 CONCRETE (BOX CULVERT) M3 1,050.0000 264,600.00 69.600 73,080.00 179.250 188,212.50 F) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 25,000.00 0.000 0.00 F) 62 MINOR CONCRETE (BACKFILL) M3 150.0000 7,800.00 37.740 5,661.00 63 DRILL AND BOND DOWEL M 70.0000 20,300.00 85.500 5,985.00 64 FURNISH POLYESTER CONCRETE OVERLAY M3 2,450.0000 335,650.00 0.000 0.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 32.0000 51,744.00 0.000 0.00 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 6,434.000 6,434.00 20,622.500 20,622.50 SF) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 106.0000 3,604.00 0.000 0.00 (1.6 MM-UNFRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,680.00 0.000 0.00 (2.0 MM-UNFRAMED) 70 ROADSIDE SIGN - ONE POST EA 140.0000 3,220.00 0.000 0.00 71 ROADSIDE SIGN - TWO POST EA 220.0000 1,760.00 0.000 0.00 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 70.500 11,280.00 128.400 20,544.00 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 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:08 AM ESTIMATE NO. 10 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 12/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 ROCK SLOPE PROTECTION M3 750.0000 1,725.00 0.760 570.00 (BACKING NO. 2, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 5.0000 30.00 2.000 10.00 80 MINOR CONCRETE (CURB) M 120.0000 15,600.00 0.000 0.00 81 MISCELLANEOUS IRON AND STEEL KG 4.0000 3,168.00 0.000 0.00 SF) 82 FENCE (TYPE BW, 5 STRAND, METAL POST) M 17.0000 25,840.00 0.000 0.00 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 0.000 0.00 85 MILEPOST MARKER EA 35.0000 420.00 0.000 0.00 86 METAL BEAM GUARD RAILING (STEEL POST) M 97.0000 12,610.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 3,400.0000 40,800.00 0.000 0.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 2,520.00 0.000 0.00 S) 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 38,400.00 0.000 0.00 S) 90 CONCRETE BARRIER (TYPE 732) M 295.0000 81,125.00 123.750 36,506.25 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 5,475.00 11.760 882.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 0.8200 21,648.00 17,865.100 14,649.38 S) (SPRAYABLE) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,620.00 170.000 340.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0.00 S) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9000 3,192.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,010.00 1,425.000 4,987.50 S) 97 HIGHWAY LIGHTING LS 44,500.0000 44,500.00 0.222 9,879.00 S) 98 LIGHTING CONDUIT (BRIDGE) LS 23,450.0000 23,450.00 0.000 0.00 S) 99 DETECTOR LOOP LS 4,500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 06:08 AM ESTIMATE NO. 10 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 12/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 12/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 246,636.83 4,203,355.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 246,636.83 4,203,355.28 00 MOBILIZATION LS 788,000.0000 788,000.00 0.050 39,400.00 1.000 788,000.00 ORIGINAL CONTRACT AMOUNT 8,113,111.50 TOTAL WORK COMPLETED 286,036.83 4,991,355.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 286,036.83 4,991,355.28 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 03/14/08 205 05/08/08 05/08/08 04/01/09 76 9 7 0 59% 36% PROGRESS IS SATISFACTORY ALLRED, LARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/08