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 04/29/15 EST. NO. 026 TIME 10:35 AM R.E. NAME: HISHAM ALNATOUR 06-0G8304 --------------------------------------------------------------------------- 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 0175 1,138.14 E.W. @ F.A.(+) 032014 N 0204.0 1,138.14 TOTAL THIS ESTIMATE 1,138,120.14 TOTAL PREVIOUS ESTIMATE 1,139,258.28 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 04/29/15 EST. NO. 026 TIME 10:35 AM R.E. NAME: HISHAM ALNATOUR 06-0G8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -1,000.00 005 MISS PYRL -3,000.00 006 RECD PYRL #5 1,000.00 008 RECD PYRL #6 3,000.00 011 MISSING PAYROLLS -10,000.00 024 REC'D MISS PAYROLLS 10,000.00 025 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 LOCATION FINAL ESTIMATE 06-KER-99-17.0/22.1 -------------- SECURITY PAVING COMPANY INC IN KERN COUNTY IN BAKERSFIELD FROM PO BOX 1489 0.5 MILE SOUTH OF ROUTE 119 TO SUN VALLEY CA 91353-1489 WILSON ROAD FED. AID NO. N O N E WIDEN FREEWAY FROM 6 TO 8 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 003 PREPARE STORM WATER POLLUTION LS 1,800.0000 1,800.00 1.000 1,800 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 15.0000 900.00 60.000 900 005 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 5.000 15,000 006 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 38,500.00 199.000 34,825 007 STREET SWEEPING LS 48,000.0000 48,000.00 1.000 48,000 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 009 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 010 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 594,000.00 329.000 888,300 011 CONSTRUCTION AREA SIGNS LS 17,000.0000 17,000.00 1.000 17,000 012 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 1.000 175,000 013 TYPE III BARRICADE EA 63.0000 1,890.00 16.000 1,008 014 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8400 13,100.80 8,006.000 14,731 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2100 25,620.00 121,862.000 25,591 016 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 65,400.00 2,388.000 71,640 017 END OF QUEUE WARNING AND SERVICE PATROL LS 55,000.0000 55,000.00 1.000 55,000 018 TEMPORARY PAVEMENT MARKER EA 2.6300 36,294.00 13,514.000 35,541 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 020 TEMPORARY RAILING (TYPE K) LF 6.2000 355,260.00 58,060.000 359,972 021 TEMPORARY CRASH CUSHION MODULE EA 185.0000 22,200.00 84.000 15,540 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 18,720.00 57,365.000 18,356 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 18.9000 6,237.00 118.000 2,230 024 ABANDON INLET EA 735.0000 1,470.00 2.000 1,470 025 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 31,320.00 147,667.000 39,870 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 31,392.00 101,605.000 32,513 027 REMOVE PAVEMENT MARKER EA 0.5300 8,321.00 23,115.000 12,250 028 REMOVE ROADSIDE SIGN EA 89.2500 1,428.00 16.000 1,428 029 REMOVE INLET EA 1,470.0000 24,990.00 17.000 24,990 030 SALVAGE SINGLE THRIE BEAM BARRIER LF 9.4500 502,740.00 53,200.000 502,740 031 RELOCATE SIGN STRUCTURE EA 22,000.0000 22,000.00 0.000 0 032 ADJUST INLET EA 1,890.0000 28,350.00 15.000 28,350 033 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1600 4,164.00 26,034.000 4,165 034 CAP INLET EA 1,260.0000 2,520.00 2.000 2,520 035 BRIDGE REMOVAL (PORTION), LOCATION A LS 41,475.0000 41,475.00 1.000 41,475 036 BRIDGE REMOVAL (PORTION), LOCATION B LS 46,725.0000 46,725.00 1.000 46,725 037 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 038 ROADWAY EXCAVATION CY 16.0000 969,600.00 56,275.070 900,401 039 LEAD COMPLIANCE PLAN LS 1,575.0000 1,575.00 1.000 1,575 040 STRUCTURE EXCAVATION (BRIDGE) CY 45.3000 12,004.50 265.000 12,004 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 48.3300 8,651.07 179.000 8,651 (F) 042 HOT MIX ASPHALT (TYPE A) TON 78.6000 2,829,600.00 28,987.340 2,278,404 043 RUMBLE STRIP STA 16.0000 5,120.00 330.260 5,284 044 TACK COAT TON 650.0000 33,150.00 8.600 5,590 045 CONTINUOUSLY REINFORCED CONCRETE CY 156.1700 7,418,075.00 47,469.860 7,413,368 PAVEMENT 046 CONTINUOUSLY REINFORCED CONCRETE LF 100.0000 4,600.00 46.000 4,600 PAVEMENT (TERMINAL JOINT, TYPE B) 047 CONTINUOUSLY REINFORCED CONCRETE LF 28.0000 1,288.00 46.000 1,288 PAVEMENT (TERMINAL JOINT, TYPE D) 048 CONTINUOUSLY REINFORCED CONCRETE LF 28.0000 5,320.00 184.000 5,152 PAVEMENT (TERMINAL JOINT, TYPE E) 049 CONTINUOUSLY REINFORCED CONCRETE LF 175.0000 49,000.00 276.000 48,300 PAVEMENT (PAVEMENT ANCHOR) PROGRAM CAS145 PAGE 3 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTINUOUSLY REINFORCED CONCRETE LF 240.0000 55,200.00 230.000 55,200 PAVEMENT (EXPANSION JOINT, TYPE AN) 051 SHOULDER RUMBLE STRIP STA 50.0000 26,500.00 527.090 26,354 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 052 SEAL PAVEMENT JOINT LF 1.3700 73,158.00 54,293.000 74,381 053 SEAL ISOLATION JOINT LF 9.4500 791,910.00 53,034.000 501,171 054 GRIND EXISTING CONCRETE SQYD 3.9400 277,770.00 70,434.000 277,509 PAVEMENT 055 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.7500 170,982.00 1,416.000 170,982 056 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 152.2500 109,467.75 716.000 109,011 057 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 431.2500 22,425.00 52.000 22,425 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 838.5200 497,242.36 593.000 497,242 (F) 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 523.4400 93,695.76 179.000 93,695 (F) (TYPE N) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 312,480.00 248.670 313,324 (F) 061 DRILL AND BOND DOWEL LF 31.7200 4,345.64 137.000 4,345 062 FURNISH POLYESTER CONCRETE OVERLAY CF 96.6000 177,744.00 2,189.710 211,525 063 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.5300 13,793.25 26,025.000 13,793 (F) 064 JOINT SEAL (MR 1 1/2") LF 75.0000 17,250.00 240.000 18,000 065 BAR REINFORCING STEEL (BRIDGE) LB 1.0900 244,327.86 224,190.000 244,367 (F) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 315.00 20.250 303 (0.063"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,080.00 71.500 1,072 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 4,560.00 240.000 4,560 (0.063"-FRAMED) 069 METAL (BARRIER MOUNTED SIGN) LB 12.6000 19,278.00 1,530.000 19,278 (F) 070 ROADSIDE SIGN - TWO POST EA 420.0000 2,520.00 6.000 2,520 071 18" REINFORCED CONCRETE PIPE LF 45.1500 496,650.00 10,352.000 467,392 072 24" REINFORCED CONCRETE PIPE LF 160.0000 4,800.00 30.000 4,800 073 36" REINFORCED CONCRETE PIPE LF 128.0000 512.00 4.000 512 074 INLET DEPRESSION EA 882.0000 13,230.00 15.000 13,230 075 FRAME AND GRATE EA 474.2500 85,365.00 180.000 85,365 PROGRAM CAS145 PAGE 4 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 34.0000 6,460.00 172.000 5,848 077 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 225.5000 4,059.00 25.000 5,637 078 CONCRETE BARRIER (TYPE 60) LF 36.0000 885,600.00 24,552.000 883,872 079 CONCRETE BARRIER (TYPE 60A) LF 51.5000 27,192.00 528.000 27,192 (F) 080 CONCRETE BARRIER (TYPE 60F) LF 215.0000 251,550.00 1,323.000 284,445 081 CONCRETE BARRIER (TYPE 60G) LF 109.0000 73,030.00 666.000 72,594 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 23,520.00 72,345.000 30,384 083 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 37,170.00 48,692.000 30,675 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 5,754.00 13,067.000 10,976 085 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 682.50 126.000 661 086 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 43,160.00 166,943.000 43,405 (BROKEN 36-12) 087 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 514.80 3,246.000 843 (BROKEN 17-7) 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6300 13,597.10 5,429.000 14,278 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,675.0000 3,675.00 1.000 3,675 SYSTEM ELEMENTS DURING CONSTRUCTION 090 PENDANT SOFFIT LIGHTING LS 57,750.0000 57,750.00 1.000 57,750 091 MODIFY MICROWAVE VEHICLE DETECTION LS 5,250.0000 5,250.00 1.000 5,250 SYSTEM 092 CLOSED CIRCUIT TELEVISION SYSTEM LS 42,000.0000 42,000.00 1.000 42,000 093 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 10,500.0000 10,500.00 1.000 10,500 094 MODIFY HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 159,075.0000 159,075.00 1.000 159,075 095 MODIFY LIGHTING AND SIGN ILLUMINATION LS 231,000.0000 231,000.00 1.000 231,000 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 REMOVE METAL BEAM GUARD RAILING LF 29.0000 2,233.00 77.000 2,233 098 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 7,800.00 78.000 7,800 099 COMPOST (INCORPORATE) SQYD 3.0000 8,400.00 2,800.000 8,400 100 CLASS 2 AGGREGATE BASE (CY) CY 38.0000 45,600.00 1,193.540 45,354 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.1000 165.90 92.000 193 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.1000 3,087.00 1,385.000 2,908 PROGRAM CAS145 PAGE 5 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.1000 630.00 301.000 632 104 METAL BEAM GUARD RAILING (STEEL POST) LF 27.5000 8,250.00 300.000 8,250 105 END ANCHOR ASSEMBLY (TYPE SFT) EA 760.0000 760.00 1.000 760 106 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 3,700.00 1.000 3,700 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,800.00 72.000 2,520 (LEFT IN PLACE) 109 REMOVE SURVEY MONUMENT EA 400.0000 9,200.00 23.000 9,200 110 SURVEY MONUMENT (TYPE A) EA 750.0000 17,250.00 25.000 18,750 PROGRAM CAS145 PAGE 6 DATE 04/29/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8304 TIME 10:35 AM ESTIMATE NO. 026 BID OPENING 10/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/29/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 18,593,182.16 ADJUSTMENT OF COMPENSATION 0.00 255,071.96 EXTRA WORK 1,138.14 884,186.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,138.14 19,732,440.44 111 MOBILIZATION LS 775,000.0000 775,000.00 1.000 775,000 ORIGINAL CONTRACT AMOUNT 19,993,317.29 TOTAL WORK COMPLETED 1,138.14 20,507,440.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,138.14 20,507,440.44 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 12/03/12 220 03/11/13 03/11/13 09/17/14 329 80 109 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 04/29/15