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 06/25/14 EST. NO.09 TIME 03:08 PM R.E. NAME: HISHAM ALNATOUR 06-0N6904 --------------------------------------------------------------------------- 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 0014 1,612.83 E.W. @ F.A.(+) 052014 N 0020.0 1,612.83 TOTAL THIS ESTIMATE 52,217.10 TOTAL PREVIOUS ESTIMATE 53,829.93 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 06/25/14 EST. NO.09 TIME 03:08 PM R.E. NAME: HISHAM ALNATOUR 06-0N6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS FINAL DBE -10,000.00 08 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 08 RECD PYRL #8 10,000.00 09 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0N6904 TIME 03:08 PM ESTIMATE NO. 09 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/25/14 LOCATION SEMI-FINAL ESTIMATE 06-KER-99-19.5/ .0 ------------------- C A RASMUSSEN INC IN KERN COUNTY IN BAKERSFIELD AT 28548 LIVINGSTON AVENUE PANAMA LANE OVERCROSSING VALENCIA CA 91355 FED. AID NO. N O N E WIDEN OFF-RAMP & CONSTRUCT RIGHT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 003 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 004 TYPE III BARRICADE EA 100.0000 1,800.00 18.000 1,800 005 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 448.00 15.000 480 006 TRAFFIC PLASTIC DRUM EA 110.0000 1,980.00 18.000 1,980 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,700.0000 6,700.00 1.000 6,700 008 TEMPORARY RAILING (TYPE K) LF 25.0000 20,000.00 800.000 20,000 009 TEMPORARY CRASH CUSHION MODULE EA 110.0000 1,540.00 14.000 1,540 010 JOB SITE MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 560.0000 560.00 1.000 560 012 TEMPORARY DRAINAGE INLET PROTECTION EA 380.0000 380.00 1.000 380 013 STREET SWEEPING LS 3,500.0000 3,500.00 1.000 3,500 014 TEMPORARY CONCRETE WASHOUT LS 840.0000 840.00 1.000 840 015 TEMPORARY FENCE (TYPE ESA) LF 5.7000 1,425.00 250.000 1,425 016 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.7000 4,275.00 750.000 4,275 STRIPE (HAZARDOUS WASTE) 017 TREATED WOOD WASTE LB 1.1500 115.00 100.000 115 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,275.00 3,250.000 2,275 019 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,925.00 418.000 1,463 020 REMOVE PAVEMENT MARKER EA 5.6000 274.40 49.000 274 021 REMOVE CHANNELIZERS EA 7.4000 592.00 0.000 0 022 REMOVE ROADSIDE SIGN EA 60.0000 120.00 2.000 120 PROGRAM CAS145 PAGE 2 DATE 06/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0N6904 TIME 03:08 PM ESTIMATE NO. 09 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SIGN STRUCTURE (EA) EA 2,300.0000 2,300.00 1.000 2,300 024 REMOVE PIPE (LF) LF 12.0000 4,560.00 380.000 4,560 025 REMOVE INLET EA 650.0000 1,300.00 2.000 1,300 026 SALVAGE METAL BEAM GUARD RAILING LF 22.0000 7,700.00 350.000 7,700 027 RELOCATE IRRIGATION FACILITIES LS 5,700.0000 5,700.00 1.000 5,700 028 RELOCATE ROADSIDE SIGN EA 170.0000 510.00 3.000 510 029 RELOCATE ROADSIDE SIGN EA 171.6000 171.60 1.000 171 (STRAP AND SADDLE BRACKET METHOD) 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.0000 5,320.00 280.000 5,320 031 REMOVE CONCRETE (CY) CY 110.0000 220.00 2.000 220 032 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 033 ROADWAY EXCAVATION CY 25.0000 76,000.00 3,345.000 83,625 034 SHOULDER BACKING TON 150.0000 1,800.00 12.000 1,800 035 12" WELDED STEEL PIPE CONDUIT LF 170.0000 1,700.00 10.000 1,700 (.250" THICK) 036 HYDROSEED SQFT 0.1100 4,004.00 36,400.000 4,004 037 CLASS 2 AGGREGATE BASE (CY) CY 43.0000 66,220.00 1,540.000 66,220 038 HOT MIX ASPHALT (TYPE A) TON 90.0000 210,600.00 2,033.370 183,003 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 950.00 47.000 1,175 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 25.0000 3,000.00 120.000 3,000 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 25.0000 800.00 28.000 700 042 PLACE HOT MIX ASPHALT SQYD 58.0000 6,380.00 110.000 6,380 (MISCELLANEOUS AREA) 043 TACK COAT TON 1,400.0000 4,200.00 3.000 4,200 044 JOINTED PLAIN CONCRETE PAVEMENT CY 470.0000 56,400.00 120.000 56,400 045 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,490.0000 49,170.00 0.000 0 PILE (SIGN FOUNDATION) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 12,600.00 9.000 12,600 (F) 047 FURNISH SIGN STRUCTURE (TUBULAR) LB 9.0000 128,700.00 0.000 0 (F) 048 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.6800 9,724.00 0.000 0 (F) 049 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 34.0000 13,940.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0N6904 TIME 03:08 PM ESTIMATE NO. 09 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 210.00 15.000 210 (0.063"-UNFRAMED) 051 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 840.00 56.000 840 (0.080"-UNFRAMED) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 954.00 53.000 954 (0.063"-FRAMED) 053 ROADSIDE SIGN - ONE POST EA 400.0000 1,600.00 4.000 1,600 054 ROADSIDE SIGN - TWO POST EA 560.0000 1,120.00 2.000 1,120 055 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 6.7000 1,407.00 0.000 0 056 18" REINFORCED CONCRETE PIPE LF 55.0000 60,500.00 1,100.000 60,500 057 24" CORRUGATED STEEL PIPE (.109" THICK) LF 110.0000 1,320.00 12.000 1,320 058 18" ALTERNATIVE FLARED END SECTION EA 880.0000 2,640.00 3.000 2,640 059 24" ALTERNATIVE FLARED END SECTION EA 960.0000 960.00 1.000 960 060 ROCK SLOPE PROTECTION CY 240.0000 2,400.00 10.000 2,400 (FACING, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 1,995.00 57.000 1,995 062 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 8,250.00 15.000 8,250 CONSTRUCTION) 063 MINOR CONCRETE (TEXTURED PAVING) SQFT 8.0000 6,560.00 820.000 6,560 064 MISCELLANEOUS IRON AND STEEL LB 1.6000 3,129.60 1,956.000 3,129 (F) 065 DELINEATOR (CLASS 1) EA 31.0000 465.00 15.000 465 066 METAL BEAM GUARD RAILING (STEEL POST) LF 89.0000 2,225.00 12.500 1,112 067 WEED CONTROL MAT (RUBBER) SQYD 180.0000 8,280.00 46.000 8,280 068 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,060.0000 1,060.00 0.000 0 069 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 1.000 2,800 070 CONCRETE BARRIER (TYPE 60C) LF 160.0000 152,000.00 950.000 152,000 071 CONCRETE BARRIER (TYPE 736B) LF 130.0000 32,500.00 275.000 35,750 072 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,940.00 2,936.000 1,468 073 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,260.00 2,305.000 2,074 074 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 1,125.00 900.000 810 (BROKEN 12-3) 075 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 3,570.00 1,032.000 3,612 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 462.00 1,038.000 456 (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 06/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0N6904 TIME 03:08 PM ESTIMATE NO. 09 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,750.00 155.000 1,085 078 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,100.0000 4,100.00 1.000 4,100 SYSTEM ELEMENTS DURING CONSTRUCTION 079 MODIFY MICROWAVE VEHICLE DETECTION LS 17,000.0000 17,000.00 1.000 17,000 SYSTEM 080 MODIFY SIGNAL AND LIGHTING LS 92,000.0000 92,000.00 1.000 92,000 081 MODIFY LIGHTING AND SIGN ILLUMINATION LS 42,000.0000 42,000.00 1.000 42,000 PROGRAM CAS145 PAGE 5 DATE 06/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0N6904 TIME 03:08 PM ESTIMATE NO. 09 BID OPENING 05/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/14 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 1,016,808.62 ADJUSTMENT OF COMPENSATION 0.00 6,664.20 EXTRA WORK 1,612.83 47,165.73 SUBTOTAL AMOUNT EARNED 1,612.83 1,070,638.55 ORIGINAL CONTRACT AMOUNT 1,240,141.60 TOTAL WORK COMPLETED 1,612.83 1,070,638.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 11,612.83 1,060,638.55 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 07/22/13 50 09/20/13 09/20/13 05/20/14 47 115 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/25/14