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 07/23/12 EST. NO.15 TIME 10:16 AM R.E. NAME: SHELLEY MAGGARD 06-0K8904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0055 318.95 E.W. @ F.A.(+) 042312 N 423120 0056 2,943.13 042512 N 425120 0057 2,635.43 042412 N 424120 005 0040 1,327.38 E.W. @ F.A.(+) 042012 N 420120 007 0017 856.08 E.W. @ F.A.(+) 041912 N 419120 8,080.97 TOTAL THIS ESTIMATE 1,180,919.48 TOTAL PREVIOUS ESTIMATE 1,189,000.45 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 07/23/12 EST. NO.15 TIME 10:16 AM R.E. NAME: SHELLEY MAGGARD 06-0K8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 085 -366,117.55 02 OVERBID ITEM NO. 085 -183,058.77 03 OVERBID ITEM NO. 085 -146,447.02 05 OVERBID ITEM NO. 085 -36,611.76 13 0.00 -732,235.10 TOTAL DEDUCTIONS 0.00 -732,235.10 PROGRAM CAS145 PAGE 1 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 07/23/12 LOCATION PROGRESS ESTIMATE 06-KER-5-36.1/54.2 ----------------- GRIFFITH COMPANY IN KERN COUNTY NEAR BAKERSFIELD 1128 CARRIER PARKWAY AVE. FROM 0.1 MILE SOUTH OF BUENA VISTA BAKERSFIELD CA, 93308 CANAL ROAD OVERCROSSING TO 2.4 MILES SOUTH OF 7TH STANDARD ROAD OVERCROSSING FED. AID NO. IM-SARR(A00) 54 REPLACE CONCRETE PANEL ------------------------------------------------------------------------------------------------------------------------------------ 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 23,750.0000 23,750.00 0.000 0.00 002 TIME-RELATED OVERHEAD LS 330,000.0000 330,000.00 0.740 244,200.00 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 51,200.00 6,132.000 24,528.00 004 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.110 550.00 0.770 3,850.00 005 PREPARE STORM WATER POLLUTION LS 2,400.0000 2,400.00 0.540 1,296.00 PREVENTION PLAN 006 TEMPORARY SILT FENCE LF 4.5000 1,350.00 0.000 0.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 77,000.00 4.000 22,000.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 31,875.00 75.000 31,875.00 009 STREET SWEEPING LS 57,000.0000 57,000.00 0.320 18,240.00 0.830 47,310.00 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 51,500.0000 51,500.00 0.240 12,360.00 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 012 CONSTRUCTION AREA SIGNS LS 21,500.0000 21,500.00 0.510 10,965.00 013 TRAFFIC CONTROL SYSTEM LS 146,528.0000 146,528.00 0.110 16,118.08 0.770 112,826.56 014 TYPE III BARRICADE EA 76.0000 2,432.00 31.000 2,356.00 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 67,320.00 77,281.750 13,910.72 345,622.750 62,212.10 016 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 18,250.00 144.000 3,600.00 683.000 17,075.00 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 121,500.0000 121,500.00 0.110 13,365.00 0.880 106,920.00 018 TEMPORARY RAILING (TYPE K) LF 5.0000 600,000.00 11,760.000 58,800.00 116,204.000 581,020.00 019 TEMPORARY CRASH CUSHION MODULE EA 172.0000 51,600.00 42.000 7,224.00 224.000 38,528.00 020 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 15,600.0000 15,600.00 0.330 5,148.00 021 REMOVE SURVEY MONUMENT EA 197.0000 5,516.00 13.000 2,561.00 28.000 5,516.00 022 REMOVE FLARED END SECTION EA 545.0000 10,900.00 4.000 2,180.00 PROGRAM CAS145 PAGE 2 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 79,200.00 2,669.000 800.70 74,442.000 22,332.60 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 9,180.00 750.000 225.00 16,354.000 4,906.20 025 REMOVE PAVEMENT MARKER EA 0.5100 8,976.00 219.000 111.69 3,787.000 1,931.37 026 REMOVE ASPHALT CONCRETE DIKE LF 0.5300 6,201.00 3,403.180 1,803.69 11,044.180 5,853.42 027 REMOVE DOWNDRAIN LF 15.2500 4,270.00 0.000 0.00 028 RECONSTRUCT METAL BEAM GUARD RAILING LF 18.2500 25,185.00 550.000 10,037.50 (STEEL POST) 029 RECONSTRUCT DOUBLE METAL BEAM LF 23.7000 19,908.00 200.000 4,740.00 GUARD RAILING (STEEL POST) 030 RECONSTRUCT TERMINAL SYSTEM (SRT) EA 1,500.0000 19,500.00 5.000 7,500.00 031 CLEARING AND GRUBBING LS 14,200.0000 14,200.00 0.580 8,236.00 1.000 14,200.00 032 DEVELOP WATER SUPPLY LS 40,500.0000 40,500.00 0.280 11,340.00 1.000 40,500.00 033 ROADWAY EXCAVATION CY 11.1500 2,865,550.00 92,263.730 1,028,740.59 256,166.756 2,856,259.33 034 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.800 1,200.00 035 IMPORTED MATERIAL (SHOULDER BACKING) TON 13.2500 148,400.00 2,999.240 39,739.93 5,193.180 68,809.64 036 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 220.0000 3,080.00 5.000 1,100.00 037 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,800.0000 109,200.00 16.715 46,802.00 038 CLASS 2 AGGREGATE SUBBASE CY 16.2000 1,462,860.00 32,894.370 532,888.79 87,052.134 1,410,244.57 039 CLASS 2 AGGREGATE BASE CY 19.7000 750,570.00 13,307.790 262,163.46 38,788.417 764,131.81 040 REPLACE ASPHALT CONCRETE SURFACING CY 208.0000 4,992.00 6.534 1,359.07 041 HOT MIX ASPHALT TON 51.5000 7,416,000.00 20,500.890 1,055,795.84 121,887.874 6,277,225.51 042 RUMBLE STRIP STA 5.8000 6,496.00 651.720 3,779.98 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 750.00 67.000 67.00 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 10,500.00 720.000 720.00 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 520.00 34.000 34.00 046 PLACE HOT MIX ASPHALT SQYD 55.4500 12,199.00 53.000 2,938.85 (MISCELLANEOUS AREA) 047 TACK COAT TON 440.0000 37,400.00 1.390 611.60 40.840 17,969.60 048 CONTINUOUSLY REINFORCED CONCRETE CY 152.6500 9,235,325.00 14,247.400 2,174,865.61 44,783.760 6,836,240.96 PAVEMENT 049 CONTINUOUSLY REINFORCED CONCRETE LF 35.2500 4,230.00 14.100 497.03 PAVEMENT (TERMINAL JOINT, TYPE D) PROGRAM CAS145 PAGE 3 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTINUOUSLY REINFORCED CONCRETE LF 40.2700 8,054.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 051 CONTINUOUSLY REINFORCED CONCRETE LF 201.3800 80,552.00 196.400 39,551.03 PAVEMENT (PAVEMENT ANCHOR) 052 CONTINUOUSLY REINFORCED CONCRETE LF 125.0000 38,750.00 182.400 22,800.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 053 CONTINUOUSLY REINFORCED CONCRETE LF 201.0000 16,884.00 0.000 0.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 054 SHOULDER RUMBLE STRIP STA 5.0000 5,600.00 443.750 2,218.75 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 055 REPLACE CONCRETE PAVEMENT CY 251.0000 1,009,020.00 898.120 225,428.12 3,266.062 819,781.56 (RAPID STRENGTH CONCRETE) 056 SEAL LONGITUDINAL ISOLATION JOINT LF 1.4500 324,800.00 54,714.000 79,335.30 057 DOWEL BAR (DRILL AND BOND) EA 13.1000 40,610.00 12.000 157.20 522.000 6,838.20 058 GRIND EXISTING CONCRETE SQYD 3.6700 546,830.00 146,593.000 537,996.31 PAVEMENT 059 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 23.0000 6,440.00 0.000 0.00 060 12" ENTRANCE TAPER EA 319.0000 3,828.00 0.000 0.00 061 12" DOWNDRAIN SLIP JOINT EA 562.0000 2,248.00 0.000 0.00 062 12" ANCHOR ASSEMBLY EA 112.0000 1,344.00 0.000 0.00 063 12" STEEL FLARED END SECTION EA 59.0000 708.00 0.000 0.00 064 24" CONCRETE FLARED END SECTION EA 685.0000 14,385.00 4.000 2,740.00 065 30" CONCRETE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 066 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 1.000 40.00 067 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 11,100.00 62.500 1,875.00 (STEEL POST) 068 TRANSITION RAILING (TYPE WB) EA 2,370.0000 21,330.00 2.000 4,740.00 069 RAIL TENSIONING ASSEMBLY EA 563.0000 10,134.00 8.000 4,504.00 070 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 21,080.00 11.000 7,480.00 071 ALTERNATIVE CRASH CUSHION SYSTEM EA 4,996.0000 89,928.00 10.000 49,960.00 072 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 70,800.00 81,617.000 24,485.10 073 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,150.00 46,230.000 46,230.00 074 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 700.00 0.000 0.00 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 21,600.00 12,971.000 2,334.78 (BROKEN 36-12) PROGRAM CAS145 PAGE 4 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 270.00 819.000 147.42 (BROKEN 17-7) 077 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 17,850.00 52,297.000 7,844.55 078 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2200 12,139.00 1,000.000 1,220.00 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 26,000.00 814.000 2,035.00 4,981.000 12,452.50 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 9,000.0000 9,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 081 MODIFY ROADSIDE WEATHER INFORMATION LS 16,000.0000 16,000.00 0.000 0.00 SYSTEM 082 MODIFY TRAFFIC MONITORING STATION LS 70,000.0000 70,000.00 0.638 44,660.00 083 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,700.0000 44,700.00 1.000 44,700.00 084 REPLACE CONDUIT CROSSINGS LS 64,000.0000 64,000.00 1.000 64,000.00 PROGRAM CAS145 PAGE 5 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K8904 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 10/27/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,479,312.02 21,561,480.60 ADJUSTMENT OF COMPENSATION 0.00 945,578.82 EXTRA WORK 8,080.97 243,421.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,487,392.99 22,750,481.05 085 MOBILIZATION LS 770,122.0000 3,770,122.00 1.000 3,770,122.00 ORIGINAL CONTRACT AMOUNT 30,378,869.00 TOTAL WORK COMPLETED 5,487,392.99 26,520,603.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -732,235.10 TOTAL 5,487,392.99 25,788,367.95 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 085 MOBILIZATION 3,037,886.90 3,770,122.00 732,235.10 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 12/30/10 173 02/23/11 02/23/11 08/30/12 185 151 21 0 82% 95% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/12