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 03/09/09 EST. NO.14 TIME 07:24 AM R.E. NAME: BUTTERS CARL 04-0T2404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0009 966.01 E.W. @ F.A.(+) 062408 N 0070.0 0010 2,917.50 010509 N 0128.0 008 0006 669.01 E.W. @ F.A.(+) 090908 N 0075.0 0007 1,549.56 090808 N 0076.0 0008 1,549.56 090708 N 0077.0 0009 159.23 060908 N 0030.0 0013 1,230.14 092208 N 0072.0 0014 1,749.54 092108 N 0073.0 009 0005 905.42 E.W. @ U.P (+) 111808 N 113A 0 0006 16,839.90 111908 N 91A 0 0007 820.07 101908 N 103A 0 0008 2,044.70 121908 N 110A 0 011 0001 3,814.07 E.W. @ F.A.(+) 110708 N 0089.0 0002 8,190.00 121908 N 0115.0 0003 3,775.36 121908 N 0126.0 0004 1,731.10 101608 N 0127.0 0005 4,417.91 120208 N 94A 0 0006 5,079.89 120308 N 96A 0 0007 5,870.83 120408 N 97A 0 0008 7,568.18 121108 N 117A 0 0009 3,687.66 121208 N 116A 0 0010 3,401.14 120508 N 95A 0 0012 614.48 120408 N 98A 0 0013 2,907.07 120908 N 108A 0 82,458.33 TOTAL THIS ESTIMATE 695,484.80 TOTAL PREVIOUS ESTIMATE 777,943.13 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 03/09/09 EST. NO.14 TIME 07:24 AM R.E. NAME: BUTTERS CARL 04-0T2404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SOL-80-3.9/8.1 ---------------------------------------- O. C. JONES & SONS, INC IN SOLANO AND NAPA COUNTIES IN AND 1520 FOURTH STREET NEAR VALLEJO FROM 1.1 KM EAST OF BERKELEY, CA 94710-1774 TENNESSEE STREET OVERCROSSING TO AMERICAN CANYON ROAD OVERCROSSING FED. AID NO. ACIM-080-2(352)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.580 2,900.00 02 TIME-RELATED OVERHEAD LS 250,000.0000 250,000.00 1.000 250,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 25,980.00 296.000 1,776.00 3,863.000 23,178.00 04 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 05 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 6.000 15,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 17,600.00 0.000 0.00 09 TEMPORARY COVER M2 2.0000 2,860.00 1,430.000 2,860.00 10 TEMPORARY CHECK DAM M 12.0000 1,692.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 19,200.00 45.000 9,000.00 12 TEMPORARY HYDRAULIC MULCH M2 1.0000 8,075.00 0.000 0.00 (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 40.000 1,600.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 35.0000 483,000.00 49.030 1,716.05 13,196.750 461,886.25 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 6,300.00 42.000 6,300.00 S) 20 ABANDON CULVERT M 50.0000 3,150.00 62.100 3,105.00 21 CLEAN EXISTING CULVERT EA 3,000.0000 6,000.00 1.000 3,000.00 22 REMOVE METAL BEAM GUARD RAILING M 33.0000 22,440.00 678.100 22,377.30 PROGRAM CAS145 PAGE 2 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOUBLE METAL BEAM BARRIER M 16.0000 96,000.00 5,995.000 95,920.00 24 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 3,630.00 2,768.618 8,305.85 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 21,000.00 8,717.210 26,151.63 26 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,100.00 10.000 1,000.00 27 REMOVE SIGN STRUCTURE EA 6,000.0000 12,000.00 2.000 12,000.00 28 REMOVE ASPHALT CONCRETE DIKE M 3.0000 24,750.00 6,920.000 20,760.00 29 REMOVE CULVERT M 100.0000 17,000.00 323.740 32,374.00 30 REMOVE INLET EA 800.0000 16,000.00 20.000 16,000.00 31 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 600.0000 4,200.00 2.000 1,200.00 32 RECONSTRUCT METAL BEAM GUARD RAILING M 68.0000 148,920.00 1,679.000 114,172.00 S) (WOOD POST) 33 RESET CRASH CUSHION EA 3,000.0000 3,000.00 0.000 0.00 34 ADJUST INLET EA 2,000.0000 4,000.00 9.000 18,000.00 35 ADJUST MANHOLE EA 800.0000 1,600.00 8.000 6,400.00 36 ADJUST FRAME AND GRATE TO GRADE EA 450.0000 13,500.00 23.000 10,350.00 37 MODIFY MANHOLE EA 2,500.0000 2,500.00 1.000 2,500.00 38 525 MM PLASTIC PIPE-LINER M 1,600.0000 60,800.00 37.500 60,000.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 446,000.00 251,659.000 503,318.00 S) 40 REMOVE CONCRETE M3 65.0000 17,550.00 71.390 4,640.35 41 REMOVE CONCRETE BARRIER M 230.0000 8,280.00 36.000 8,280.00 42 CAP INLET EA 900.0000 6,300.00 9.000 8,100.00 43 CAP RISER EA 2,000.0000 2,000.00 1.000 2,000.00 44 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 45 ROADWAY EXCAVATION M3 23.0000 469,200.00 20,358.500 468,245.50 46 ROADWAY EXCAVATION (TYPE Y-2) M3 31.0000 93,000.00 2,967.300 91,986.30 (AERIALLY DEPOSITED LEAD) 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 48 SHOULDER BACKING TONN 61.0000 45,750.00 2,359.540 143,931.94 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 38.0000 79,420.00 2,090.000 79,420.00 F) PROGRAM CAS145 PAGE 3 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 86,200.00 862.000 86,200.00 F) 51 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 9,500.00 190.000 9,500.00 F) WALL) 52 SAND BACKFILL M3 100.0000 1,300.00 0.000 0.00 53 COMPOST (INCORPORATE) M2 25.0000 4,500.00 0.000 0.00 S) 54 EROSION CONTROL (TYPE D) M2 1.5000 15,000.00 6,103.000 9,154.50 S) 55 CLASS 4 AGGREGATE SUBBASE M3 41.0000 175,890.00 4,278.140 175,403.74 56 REPLACE ASPHALT CONCRETE SURFACING M3 255.0000 502,350.00 2,451.475 625,126.13 57 ASPHALT CONCRETE TONN 87.0000 3,088,500.00 37,375.010 3,251,625.87 58 ASPHALT CONCRETE (OPEN GRADED) TONN 91.0000 1,929,200.00 22,373.520 2,035,990.32 59 ASPHALT CONCRETE (LEVELING) TONN 88.0000 506,000.00 6,813.790 599,613.52 60 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.0000 3,726,000.00 32,640.560 3,525,180.48 61 PAVING ASPHALT (BINDER-PAVEMENT TONN 50.0000 900.00 2.870 143.50 REINFORCING FABRIC) 62 PAVEMENT REINFORCING FABRIC M2 1.1500 17,940.00 14,726.000 16,934.90 63 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 12,350.00 187.660 12,197.90 AREA) 64 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 2,600.00 467.540 2,337.70 65 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 900.00 155.450 777.25 66 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 10,450.00 1,917.320 9,586.60 67 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 16,050.00 3,219.810 16,099.05 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 9,100.00 1,820.000 9,100.00 69 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 84,000.00 141.036 98,725.20 70 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 13,700.00 13,608.000 13,608.00 71 GRIND EXISTING CONCRETE M2 44.0000 11,000.00 243.000 10,692.00 S) PAVEMENT 72 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 623,000.00 890.000 623,000.00 F) 73 MINOR CONCRETE (MINOR STRUCTURE) M3 700.0000 43,400.00 56.100 39,270.00 F) 74 MINOR CONCRETE (BACKFILL) M3 152.0000 7,752.00 40.060 6,089.12 75 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 134,985.00 44,995.000 134,985.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 98,100.00 9,810.000 98,100.00 SF) PROGRAM CAS145 PAGE 4 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,810.00 9,810.000 9,810.00 SF) 78 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 13,650.00 90.480 13,572.00 S) 79 FURNISH LAMINATED PANEL SIGN M2 200.0000 7,600.00 37.830 7,566.00 S) (25.4 MM-TYPE A) 80 FURNISH LAMINATED PANEL SIGN M2 210.0000 2,310.00 10.780 2,263.80 S) (25.4 MM-TYPE B) 81 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 1,955.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 82 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 30,400.00 7.600 28,880.00 S) CONCRETE PILE (SIGN FOUNDATION) 83 ROADSIDE SIGN - ONE POST EA 300.0000 2,400.00 8.000 2,400.00 84 INSTALL SIGN OVERLAY M2 500.0000 2,500.00 0.000 0.00 85 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 11,000.00 104.150 10,415.00 86 INSTALL ROADSIDE SIGN PANEL ON M2 80.0000 1,040.00 12.660 1,012.80 EXISTING POST 87 300 MM ALTERNATIVE PIPE CULVERT M 240.0000 28,800.00 114.000 27,360.00 88 450 MM ALTERNATIVE PIPE CULVERT M 270.0000 267,300.00 983.740 265,609.80 89 600 MM ALTERNATIVE PIPE CULVERT M 1,200.0000 3,600.00 3.000 3,600.00 90 900 MM ALTERNATIVE PIPE CULVERT M 2,200.0000 2,200.00 1.000 2,200.00 91 450 MM ALTERNATIVE SLOTTED PIPE M 300.0000 60,000.00 187.400 56,220.00 92 MINOR CONCRETE (MISCELLANEOUS M3 1,050.0000 37,800.00 35.330 37,096.50 CONSTRUCTION) 93 MISCELLANEOUS IRON AND STEEL KG 2.0000 9,768.00 4,440.000 8,880.00 SF) 94 DELINEATOR (CLASS 1) EA 30.0000 2,730.00 83.000 2,490.00 95 OBJECT MARKER (TYPE L-1) EA 35.0000 560.00 16.000 560.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 120.0000 39,600.00 129.200 15,504.00 S) 97 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 210.0000 4,830.00 24.000 5,040.00 S) 98 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 8.000 5,600.00 S) 99 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 12,400.00 4.000 12,400.00 S) 00 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 25,000.00 2.000 5,000.00 S) 01 CONCRETE BARRIER (TYPE 60) M 170.0000 112,200.00 654.000 111,180.00 02 CONCRETE BARRIER (TYPE 60C) M 200.0000 942,000.00 5,155.630 1,031,126.00 03 CONCRETE BARRIER (TYPE 60D) M 185.0000 114,700.00 619.000 114,515.00 PROGRAM CAS145 PAGE 5 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60E) M 750.0000 187,500.00 241.000 180,750.00 05 CONCRETE BARRIER (TYPE 736A) M 350.0000 217,000.00 615.400 215,390.00 06 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 13,200.00 240.000 13,200.00 S) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 37,920.00 31,628.240 37,953.89 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 4,086.00 2,221.330 3,998.39 S) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 2,106.00 1,110.360 1,998.65 S) (BROKEN 3.66 M - 0.92 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 624.00 526.830 632.20 S) (BROKEN 5.18 M - 2.14 M) 11 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 26,100.00 49,502.850 49,502.85 S) 12 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 32,100.00 11,448.000 34,344.00 S) 13 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 32,500.00 8,386.000 41,930.00 S) 14 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 S) 15 TRAFFIC OPERATIONS SYSTEM LS 90,000.0000 90,000.00 1.000 90,000.00 S) 16 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 6 DATE 03/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T2404 TIME 07:24 AM ESTIMATE NO. 14 BID OPENING 11/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/09 R.E. NAME: BUTTERS CARL DATE OF THIS ESTIMATE 03/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,492.05 17,037,703.78 ADJUSTMENT OF COMPENSATION 0.00 519,999.99 EXTRA WORK 82,458.33 257,943.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 85,950.38 17,815,646.91 17 MOBILIZATION LS 1610,000.0000 1,610,000.00 1.000 1,610,000.00 ORIGINAL CONTRACT AMOUNT 18,241,553.00 TOTAL WORK COMPLETED 85,950.38 19,425,646.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 85,950.38 19,425,646.91 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 12/21/07 164 01/07/08 01/07/08 02/02/09 157 110 0 0 100% 100% BUTTERS CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/09/09