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 05/24/11 EST. NO.10 TIME 10:52 AM R.E. NAME: SHELLEY MAGGARD 06-471904 --------------------------------------------------------------------------- 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 0020 415.06 E.W. @ F.A.(+) 093010 N 451740 0021 347.93 100110 N 451750 0022 347.93 100510 N 452930 0023 473.49 101410 N 452950 0024 485.46 101810 N 452970 0025 347.93 102010 N 452990 0026 347.93 102210 N 453000 0028 379.32 022111 N 376850 0029 470.13 022211 N 376890 0030 550.24 022311 N 376900 0032 550.24 030311 N 1603 0 0033 355.90 030411 N 1604 0 0034 382.73 030511 N 1605 0 0035 491.60 031011 N 1606 0 0036 258.72 031111 N 1607 0 0037 467.76 031211 N 1608 0 0038 355.90 031411 N 1609 0 0039 420.68 031511 N 1610 0 0041 716.55 031711 N 1612 0 0042 356.09 031811 N 1613 0 0043 391.23 031911 N 1614 0 0044 222.35 101910 N 452980 0045 347.93 101510 N 452960 0046 374.24 040211 N 1615 0 0047 445.04 040511 N 1616 0 0048 677.84 041511 N 1623 0 0049 865.95 041411 N 1621 0 0050 427.05 042111 N 1578 0 0051 544.14 042211 N 1579 0 0052 557.42 020811 N 376810 0053 615.02 020911 N 376820 0056 460.64 021411 N 376860 0057 363.87 021511 N 376870 0058 599.07 042711 N 1580 0 0059 536.28 042811 N 1581 0 0060 410.72 042911 N 1582 0 0063 159.57 022511 N 376930 16,519.95 TOTAL THIS ESTIMATE 198,931.11 TOTAL PREVIOUS ESTIMATE 215,451.06 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 05/24/11 EST. NO.10 TIME 10:52 AM R.E. NAME: SHELLEY MAGGARD 06-471904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 -10,000.00 06 ANT 14 LDS @ 3000P/D -42,000.00 09 0.00 -52,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 03 MISS PYRL -8,000.00 05 MISS PYRL -10,000.00 07 RECD PYRL #3, 4 & 7 10,000.00 08 RECD PYRL 7 10,000.00 10 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 090 -8,853.90 01 OVERBID ITEM NO. 090 -2,361.04 02 OVERBID ITEM NO. 090 -590.26 07 0.00 -11,805.20 TOTAL DEDUCTIONS 10,000.00 -63,805.20 PROGRAM CAS145 PAGE 1 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/24/11 LOCATION PROGRESS ESTIMATE 06-TUL-99-3.1/ .0 ----------------- GRIFFITH COMPANY IN TULARE COUNTY NEAR EARLIMART 3050 E. BIRCH STREET FROM 0.2 MILE SOUTH TO 0.2 MILE BREA CA 92821 NORTH OF AVENUE 24 UNDERCROSSING FED. AID NO. ACNH-P099(533)E ,ACBR-P099(533)E ,NH-P099(533)E BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.250 500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 900.0000 193,500.00 33.000 29,700.00 231.000 207,900.00 04 TEMPORARY FENCE (TYPE ESA) LF 11.0000 4,950.00 697.000 7,667.00 05 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 0.261 2,088.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.526 789.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 3.0000 10,500.00 1,060.000 3,180.00 1,460.000 4,380.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 4.000 16,000.00 09 STREET SWEEPING LS 20,000.0000 20,000.00 0.500 10,000.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.500 750.00 1.000 1,500.00 11 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.200 4,000.00 0.951 19,020.00 12 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.200 8,000.00 0.950 38,000.00 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 15,930.00 8,040.000 2,170.80 49,015.000 13,234.05 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 28.000 840.00 306.000 9,180.00 15 TEMPORARY PAVEMENT MARKER EA 3.0000 2,580.00 110.000 330.00 712.000 2,136.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.680 10,880.00 1.000 16,000.00 17 TEMPORARY RAILING (TYPE K) LF 11.0000 149,600.00 2,400.000 26,400.00 12,900.000 141,900.00 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 14.000 2,800.00 201.000 40,200.00 19 ABANDON PIPELINE LF 18.0000 3,600.00 100.000 1,800.00 200.000 3,600.00 20 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,300.00 2,420.000 24,200.00 21 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 38,165.00 14,280.000 12,138.00 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9800 11,956.00 11,048.000 10,827.04 PROGRAM CAS145 PAGE 2 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 1,540.00 1,001.000 1,001.00 24 REMOVE ROADSIDE SIGN EA 95.0000 665.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 1,199.00 1,094.000 601.70 2,162.000 1,189.10 26 REMOVE DOWNDRAIN EA 4,400.0000 4,400.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT CY 40.0000 36,800.00 850.610 34,024.40 28 REMOVE ASPHALT CONCRETE SURFACING CY 25.0000 77,500.00 1,671.470 41,786.75 3,043.810 76,095.25 29 RECONSTRUCT THRIE BEAM BARRIER LF 19.0000 75,240.00 3,962.500 75,287.50 3,962.500 75,287.50 30 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 33,300.00 3,625.930 18,129.65 6,687.170 33,435.85 31 BRIDGE REMOVAL LS 110,000.0000 110,000.00 1.000 110,000.00 32 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.650 6,500.00 33 ROADWAY EXCAVATION CY 33.0000 114,510.00 1,946.430 64,232.19 34 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 35 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 36 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 42,480.00 944.000 42,480.00 F) 37 STRUCTURE BACKFILL (BRIDGE) CY 81.0000 30,294.00 70.000 5,670.00 374.000 30,294.00 F) 38 IMPORTED BORROW CY 47.0000 10,810.00 0.000 0.00 39 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 40 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 4,350.00 86.450 4,322.50 86.450 4,322.50 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 330.0000 1,980.00 0.000 0.00 42 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 8,880.00 110,034.000 8,802.72 110,034.000 8,802.72 43 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 3,800.00 7,596.000 3,798.00 7,596.000 3,798.00 (BLANKET) 44 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 45 IRRIGATION SYSTEM LS 8,000.0000 8,000.00 0.000 0.00 46 2" GALVANIZED STEEL PIPE LF 45.0000 14,850.00 0.000 0.00 (SUPPLY LINE ON BRIDGE) 47 12" CORRUGATED HIGH DENSITY LF 41.0000 10,250.00 88.000 3,608.00 248.000 10,168.00 POLYETHYLENE PIPE CONDUIT 48 CLASS 2 AGGREGATE BASE CY 44.0000 38,720.00 785.300 34,553.20 49 HOT MIX ASPHALT (TYPE A) TON 66.0000 726,000.00 713.190 47,070.54 9,997.390 659,827.74 PROGRAM CAS145 PAGE 3 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUMBLE STRIP STA 20.0000 1,660.00 0.000 0.00 51 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 1,725.00 663.800 1,659.50 52 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 6,025.00 1,152.000 2,880.00 2,471.800 6,179.50 53 PLACE HOT MIX ASPHALT SQYD 70.0000 4,130.00 32.600 2,282.00 52.100 3,647.00 (MISCELLANEOUS AREA) 54 TACK COAT TON 350.0000 6,300.00 2.960 1,036.00 12.480 4,368.00 55 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 185,400.00 1,009.110 181,639.80 56 SEAL PAVEMENT JOINT LF 3.5000 9,170.00 1,217.000 4,259.50 2,667.000 9,334.50 57 SEAL ISOLATION JOINT LF 5.0000 10,400.00 0.000 0.00 58 GRIND EXISTING CONCRETE SQYD 8.0000 20,640.00 0.000 0.00 PAVEMENT 59 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 144,750.00 2,884.200 144,210.00 60 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 138,250.00 1,958.000 137,060.00 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 62 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 50,750.00 145.000 50,750.00 F) 63 STRUCTURAL CONCRETE, BRIDGE CY 350.0000 560,000.00 160.000 56,000.00 1,600.000 560,000.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,000.00 33.300 16,650.00 90.000 45,000.00 F) (TYPE N MODIFIED) 65 JOINT SEAL (MR 1 1/2") LF 71.0000 17,537.00 247.000 17,537.00 247.000 17,537.00 66 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 469,000.00 469,000.000 469,000.00 F) 67 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,020.00 0.000 0.00 (0.063"-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 7,220.00 0.000 0.00 (0.080"-UNFRAMED) 69 ROADSIDE SIGN - ONE POST EA 130.0000 2,600.00 0.000 0.00 70 ROADSIDE SIGN - TWO POST EA 172.0000 516.00 0.000 0.00 71 INSTALL ROADSIDE SIGN PANEL ON EA 82.0000 328.00 0.000 0.00 EXISTING POST 72 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 4,000.00 0.000 0.00 (.079" THICK) 73 12" ENTRANCE TAPER EA 2,500.0000 2,500.00 0.000 0.00 74 SURVEY MONUMENT EA 250.0000 750.00 0.000 0.00 75 DELINEATOR (CLASS 1) EA 30.0000 2,400.00 0.000 0.00 76 OBJECT MARKER EA 35.0000 210.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (STEEL POST) LF 35.0000 73,500.00 1,250.000 43,750.00 2,212.000 77,420.00 78 TRANSITION RAILING (TYPE WB) EA 31.0000 62.00 1.000 31.00 2.000 62.00 79 TRANSITION RAILING (TYPE DTB) EA 35.0000 70.00 2.000 70.00 2.000 70.00 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 10.0000 20.00 1.000 10.00 2.000 20.00 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 2.000 5,000.00 82 CONCRETE BARRIER (TYPE 60A) LF 101.0000 16,160.00 160.000 16,160.00 160.000 16,160.00 F) 83 CONCRETE BARRIER (TYPE 732) LF 104.0000 36,608.00 176.000 18,304.00 352.000 36,608.00 F) 84 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,720.00 0.000 0.00 85 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 2,850.00 0.000 0.00 86 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,528.00 0.000 0.00 (BROKEN 36-12) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,750.00 0.000 0.00 88 LIGHTING LS 50,000.0000 50,000.00 0.370 18,500.00 1.000 50,000.00 89 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.151 2,114.00 0.700 9,800.00 PROGRAM CAS145 PAGE 5 DATE 05/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 10:52 AM ESTIMATE NO. 10 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 05/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 552,011.66 3,753,545.84 ADJUSTMENT OF COMPENSATION 0.00 153,418.32 EXTRA WORK 16,519.95 62,032.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 568,531.61 3,968,996.90 90 MOBILIZATION LS 464,600.0000 464,600.00 1.000 464,600.00 ORIGINAL CONTRACT AMOUNT 4,527,948.00 TOTAL WORK COMPLETED 568,531.61 4,433,596.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -63,805.20 TOTAL 578,531.61 4,369,791.70 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 090 MOBILIZATION 452,794.80 464,600.00 11,805.20 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 07/13/10 575 07/14/10 07/14/10 05/22/11 215 60 16 0 92% 36% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/11