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 11/21/11 EST. NO.16 TIME 12:46 PM 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 --------------------------------------------------------------------------- *** 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 11/21/11 EST. NO.16 TIME 12:46 PM 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 RECD CEM 4401 4 2010 10,000.00 14 REL ANT LDS 42,000.00 15 0.00 0.00 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 MISS PYRL -5,000.00 13 RECD PYRL #13 5,000.00 14 0.00 0.00 LIQUIDATED DAMAGES 3 LDS @ 3000 PER/DAY -9,000.00 15 0.00 -9,000.00 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 0.00 -20,805.20 PROGRAM CAS145 PAGE 1 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 12:46 PM ESTIMATE NO. 16 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 11/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/21/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.250 500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 900.0000 193,500.00 231.000 207,900.00 004 TEMPORARY FENCE (TYPE ESA) LF 11.0000 4,950.00 697.000 7,667.00 005 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000.00 006 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.900 1,350.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.0000 10,500.00 1,460.000 4,380.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 4.000 16,000.00 009 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000.00 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 1.000 1,500.00 011 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 012 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 15,930.00 49,015.000 13,234.05 014 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 306.000 9,180.00 015 TEMPORARY PAVEMENT MARKER EA 3.0000 2,580.00 712.000 2,136.00 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 1.000 16,000.00 017 TEMPORARY RAILING (TYPE K) LF 11.0000 149,600.00 13,220.000 145,420.00 018 TEMPORARY CRASH CUSHION MODULE EA 200.0000 38,000.00 201.000 40,200.00 019 ABANDON PIPELINE LF 18.0000 3,600.00 200.000 3,600.00 020 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,300.00 2,420.000 24,200.00 021 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 38,165.00 33,342.000 28,340.70 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9800 11,956.00 11,048.000 10,827.04 PROGRAM CAS145 PAGE 2 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 12:46 PM ESTIMATE NO. 16 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 11/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.0000 1,540.00 1,261.000 1,261.00 024 REMOVE ROADSIDE SIGN EA 95.0000 665.00 7.000 665.00 025 REMOVE ASPHALT CONCRETE DIKE LF 0.5500 1,199.00 2,162.000 1,189.10 026 REMOVE DOWNDRAIN EA 4,400.0000 4,400.00 0.000 0.00 027 REMOVE CONCRETE PAVEMENT CY 40.0000 36,800.00 850.610 34,024.40 028 REMOVE ASPHALT CONCRETE SURFACING CY 25.0000 77,500.00 3,043.810 76,095.25 029 RECONSTRUCT THRIE BEAM BARRIER LF 19.0000 75,240.00 3,962.500 75,287.50 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 33,300.00 6,687.170 33,435.85 031 BRIDGE REMOVAL LS 110,000.0000 110,000.00 1.000 110,000.00 032 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 033 ROADWAY EXCAVATION CY 33.0000 114,510.00 2,982.460 98,421.18 034 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 035 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 036 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 42,480.00 944.000 42,480.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 81.0000 30,294.00 374.000 30,294.00 (F) 038 IMPORTED BORROW CY 47.0000 10,810.00 282.260 13,266.22 039 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 040 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 4,350.00 86.450 4,322.50 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 330.0000 1,980.00 2.000 660.00 042 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 8,880.00 110,034.000 8,802.72 043 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 3,800.00 7,596.000 3,798.00 (BLANKET) 044 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.160 1,600.00 0.530 5,300.00 045 IRRIGATION SYSTEM LS 8,000.0000 8,000.00 1.000 8,000.00 046 2" GALVANIZED STEEL PIPE LF 45.0000 14,850.00 64.603 2,907.14 143.889 6,475.01 (SUPPLY LINE ON BRIDGE) 047 12" CORRUGATED HIGH DENSITY LF 41.0000 10,250.00 248.000 10,168.00 POLYETHYLENE PIPE CONDUIT 048 CLASS 2 AGGREGATE BASE CY 44.0000 38,720.00 785.300 34,553.20 049 HOT MIX ASPHALT (TYPE A) TON 66.0000 726,000.00 10,307.540 680,297.64 PROGRAM CAS145 PAGE 3 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 12:46 PM ESTIMATE NO. 16 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 11/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RUMBLE STRIP STA 20.0000 1,660.00 82.220 1,644.40 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 1,725.00 663.800 1,659.50 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 6,025.00 2,471.800 6,179.50 053 PLACE HOT MIX ASPHALT SQYD 70.0000 4,130.00 52.100 3,647.00 (MISCELLANEOUS AREA) 054 TACK COAT TON 350.0000 6,300.00 23.950 8,382.50 055 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 185,400.00 1,009.110 181,639.80 056 SEAL PAVEMENT JOINT LF 3.5000 9,170.00 2,667.000 9,334.50 057 SEAL ISOLATION JOINT LF 5.0000 10,400.00 0.000 0.00 058 GRIND EXISTING CONCRETE SQYD 8.0000 20,640.00 2,026.720 16,213.76 PAVEMENT 059 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 144,750.00 2,884.200 144,210.00 060 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 70.0000 138,250.00 1,958.000 137,060.00 061 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 50,750.00 145.000 50,750.00 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 350.0000 560,000.00 1,600.000 560,000.00 (F) 064 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,000.00 90.000 45,000.00 (F) (TYPE N MODIFIED) 065 JOINT SEAL (MR 1 1/2") LF 71.0000 17,537.00 247.000 17,537.00 066 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 469,000.00 469,000.000 469,000.00 (F) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,020.00 67.100 1,006.50 (0.063"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 7,220.00 248.000 4,712.00 (0.080"-UNFRAMED) 069 ROADSIDE SIGN - ONE POST EA 130.0000 2,600.00 20.000 2,600.00 070 ROADSIDE SIGN - TWO POST EA 172.0000 516.00 3.000 516.00 071 INSTALL ROADSIDE SIGN PANEL ON EA 82.0000 328.00 4.000 328.00 EXISTING POST 072 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 80.0000 4,000.00 4.950 396.00 43.750 3,500.00 (.079" THICK) 073 12" ENTRANCE TAPER EA 2,500.0000 2,500.00 0.000 0.00 074 SURVEY MONUMENT EA 250.0000 750.00 0.000 0.00 075 DELINEATOR (CLASS 1) EA 30.0000 2,400.00 81.000 2,430.00 076 OBJECT MARKER EA 35.0000 210.00 6.000 210.00 PROGRAM CAS145 PAGE 4 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 12:46 PM ESTIMATE NO. 16 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 11/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 METAL BEAM GUARD RAILING (STEEL POST) LF 35.0000 73,500.00 2,212.000 77,420.00 078 TRANSITION RAILING (TYPE WB) EA 31.0000 62.00 2.000 62.00 079 TRANSITION RAILING (TYPE DTB) EA 35.0000 70.00 2.000 70.00 080 END ANCHOR ASSEMBLY (TYPE SFT) EA 10.0000 20.00 2.000 20.00 081 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 082 CONCRETE BARRIER (TYPE 60A) LF 101.0000 16,160.00 160.000 16,160.00 (F) 083 CONCRETE BARRIER (TYPE 732) LF 104.0000 36,608.00 352.000 36,608.00 (F) 084 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,720.00 11,399.000 10,259.10 085 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 2,850.00 317.000 3,011.50 086 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,528.00 5,400.000 3,240.00 (BROKEN 36-12) 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,750.00 265.000 1,855.00 088 LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 089 TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 1.000 14,000.00 PROGRAM CAS145 PAGE 5 DATE 11/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-471904 TIME 12:46 PM ESTIMATE NO. 16 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 11/20/11 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 11/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,903.14 3,947,497.42 ADJUSTMENT OF COMPENSATION 0.00 165,477.43 EXTRA WORK 0.00 117,478.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,903.14 4,230,452.90 090 MOBILIZATION LS 464,600.0000 464,600.00 1.000 464,600.00 ORIGINAL CONTRACT AMOUNT 4,527,948.00 TOTAL WORK COMPLETED 4,903.14 4,695,052.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,805.20 TOTAL 4,903.14 4,674,247.70 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 06/17/12 296 60 18 0 97% 50% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/11