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 09/23/08 EST. NO.06 TIME 01:12 PM 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 09/23/08 EST. NO.06 TIME 01:12 PM 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 01:12 PM ESTIMATE NO. 06 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 09/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/23/08 LOCATION 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 0.100 500.00 0.350 1,750.00 02 TIME-RELATED OVERHEAD WDAY 3,135.0000 642,675.00 21.000 65,835.00 88.000 275,880.00 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 50.500 7,070.00 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 0.102 5,100.00 0.336 16,800.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.041 102.50 0.772 1,930.00 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 0.322 6,440.00 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 0.102 15,300.00 0.405 60,750.00 S) 15 TYPE III BARRICADE EA 80.0000 3,360.00 9.000 720.00 27.000 2,160.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 30.000 900.00 53.000 1,590.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.322 4,830.00 S) 18 TEMPORARY RAILING (TYPE K) M 23.0000 208,150.00 2,139.690 49,212.87 4,822.690 110,921.87 19 TEMPORARY CRASH CUSHION MODULE EA 190.0000 36,100.00 40.000 7,600.00 65.000 12,350.00 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 21.200 1,950.40 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.8000 15,036.00 317.000 887.60 647.000 1,811.60 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 01:12 PM ESTIMATE NO. 06 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 09/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,250.00 257.000 642.50 257.000 642.50 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 900.00 8.500 850.00 8.500 850.00 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 1,410.00 40.000 40.00 167.000 167.00 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 27.600 2,208.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 35 REMOVE CONCRETE CURB M 21.0000 2,310.00 0.000 0.00 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 0.000 0.00 38 BRIDGE REMOVAL (PORTION), LOCATION B LS 11,400.0000 11,400.00 0.000 0.00 39 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 0.000 0.00 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 2,668.050 56,029.05 6,208.050 130,369.05 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 1,378.000 15,847.00 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 50.000 1,200.00 49 CLASS 2 AGGREGATE BASE M3 35.0000 528,500.00 10,816.850 378,589.75 PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 01:12 PM ESTIMATE NO. 06 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 09/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,161.110 303,761.03 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 87.530 113,789.00 87.530 113,789.00 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 0.000 0.00 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 14.400 2,160.00 63 DRILL AND BOND DOWEL M 70.0000 20,300.00 34.800 2,436.00 36.600 2,562.00 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 12,050.000 27,715.00 12,929.000 29,736.70 SF) 67 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 29,327.00 0.000 0.00 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 0.000 0.00 73 600 MM REINFORCED CONCRETE PIPE M 160.0000 33,600.00 0.000 0.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 01:12 PM ESTIMATE NO. 06 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 09/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 5,475.00 0.000 0.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 0.8200 21,648.00 5,422.000 4,446.04 11,476.000 9,410.32 S) (SPRAYABLE) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,620.00 170.000 340.00 170.000 340.00 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 10,010.00 737.000 2,579.50 S) 97 HIGHWAY LIGHTING LS 44,500.0000 44,500.00 0.016 712.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420504 TIME 01:12 PM ESTIMATE NO. 06 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 09/20/08 R.E. NAME: ALLRED, LARRY DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 352,445.56 1,939,485.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 352,445.56 1,939,485.72 00 MOBILIZATION LS 788,000.0000 788,000.00 0.950 748,600.00 ORIGINAL CONTRACT AMOUNT 8,113,111.50 TOTAL WORK COMPLETED 352,445.56 2,688,085.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 362,445.56 2,688,085.72 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 03/19/08 86 8 0 0 33% 42% PROGRESS IS SATISFACTORY ALLRED, LARRY RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/23/08