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 03/18/16 EST. NO. 001 TIME 10:45 AM R.E. NAME: HISHAM ALNATOUR 06-424714 --------------------------------------------------------------------------- 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 0001 74,707.00 E.W. @ U.P (+) 030216 N 0001 0 74,707.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 74,707.00 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 03/18/16 EST. NO. 001 TIME 10:45 AM R.E. NAME: HISHAM ALNATOUR 06-424714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-424714 TIME 10:45 AM ESTIMATE NO. 001 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/18/16 LOCATION PROGRESS ESTIMATE 06-KER-119-R10.0/R13.3 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY NEAR TAFT FROM ELK 3005 JAMES ROAD HILLS ROAD TO TUPMAN ROAD. BAKERSFEILD CA 93308 FED. AID NO. STP-P119(18)E ADD TRUCK CLIMBING LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 0.750 2,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.250 250.00 0.250 250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 325,000.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.000 0 005 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.000 0 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2200 37,332.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 570.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 3.5500 3,550.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.000 0 010 TEMPORARY RAILING (TYPE K) LF 15.0000 252,000.00 0.000 0 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 0.000 0 012 JOB SITE MANAGEMENT LS 6,000.0000 6,000.00 0.000 0 013 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.750 3,000.00 0.750 3,000 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 250.00 0.000 0 016 TEMPORARY SILT FENCE LF 4.0000 70,000.00 0.000 0 017 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 27,000.00 0.000 0 018 STREET SWEEPING LS 20,000.0000 20,000.00 0.000 0 019 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.000 0 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 10,761.00 0.000 0 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 1.7500 577.50 0.000 0 022 REMOVE FLARED END SECTION EA 220.0000 1,980.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-424714 TIME 10:45 AM ESTIMATE NO. 001 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.0300 1,020.00 0.000 0 024 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.1000 2,013.00 0.000 0 025 REMOVE PAVEMENT MARKER EA 1.0200 1,173.00 0.000 0 026 REMOVE ROADSIDE SIGN EA 73.0000 292.00 0.000 0 027 REMOVE PIPE (LF) LF 16.0000 2,560.00 0.000 0 028 REMOVE DOWNDRAIN (EA) EA 320.0000 2,880.00 0.000 0 029 REMOVE INLET EA 900.0000 1,800.00 0.000 0 030 REMOVE HEADWALL EA 2,000.0000 2,000.00 0.000 0 031 REMOVE WINGWALL EA 2,000.0000 2,000.00 0.000 0 032 RESET MILEPOST MARKER EA 78.0000 234.00 0.000 0 033 RESET ROADSIDE SIGN EA 99.0000 495.00 0.000 0 034 RELOCATE ROADSIDE SIGN EA 102.0000 408.00 0.000 0 035 CAP INLET EA 1,900.0000 1,900.00 0.000 0 036 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.000 0 037 DUST PALLIATIVE LS 26,000.0000 26,000.00 0.000 0 038 ROADWAY EXCAVATION CY 7.0000 609,700.00 0.000 0 039 ROADWAY EXCAVATION (TYPE Z-2) CY 90.0000 465,300.00 0.000 0 (AERIALLY DEPOSITED LEAD) 040 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 1,020.00 0.000 0 041 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 66,880.00 0.000 0 (SQFT) 042 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4100 172,200.00 0.000 0 043 FIBER ROLLS LF 2.9000 106,430.00 0.000 0 044 COMPOST SQFT 0.0500 30,400.00 0.000 0 045 INCORPORATE MATERIALS SQFT 0.0200 12,160.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 690,300.00 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 70.0000 1,008,000.00 0.000 0 048 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 222,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 049 CENTERLINE RUMBLE STRIP STA 49.0000 8,820.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) PROGRAM CAS145 PAGE 3 DATE 03/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-424714 TIME 10:45 AM ESTIMATE NO. 001 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 1,300.0000 1,300.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 25,500.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 59.0000 14,750.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 100.0000 3,000.00 0.000 0 054 MINOR CONCRETE (MINOR STRUCTURE) CY 3,200.0000 147,200.00 0.000 0 (F) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 102.00 0.000 0 (0.063"-UNFRAMED) 056 ROADSIDE SIGN - ONE POST EA 180.0000 720.00 0.000 0 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 297.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 058 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.1000 191.70 0.000 0 059 CONCRETE BACKFILL (PIPE TRENCH) CY 460.0000 1,840.00 0.000 0 (F) 060 24" REINFORCED CONCRETE PIPE LF 175.0000 84,000.00 0.000 0 061 18" CORRUGATED STEEL PIPE (.109" THICK) LF 145.0000 1,595.00 0.000 0 062 24" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 41,600.00 0.000 0 063 30" CORRUGATED STEEL PIPE (.109" THICK) LF 170.0000 1,870.00 0.000 0 064 36" CORRUGATED STEEL PIPE (.109" THICK) LF 180.0000 1,620.00 0.000 0 065 42" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 2,850.00 0.000 0 066 48" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 6,600.00 0.000 0 067 72" CORRUGATED STEEL PIPE (.138" THICK) LF 280.0000 9,240.00 0.000 0 068 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 195,000.00 0.000 0 (.109" THICK) 069 18" ALTERNATIVE FLARED END SECTION EA 290.0000 9,860.00 0.000 0 070 24" ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 0.000 0 071 30" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0 072 36" ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 0.000 0 073 42" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0 074 48" ALTERNATIVE FLARED END SECTION EA 1,500.0000 3,000.00 0.000 0 075 72" ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-424714 TIME 10:45 AM ESTIMATE NO. 001 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 475.0000 43,225.00 0.000 0 (CY) 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 7,250.00 0.000 0 078 MISCELLANEOUS IRON AND STEEL LB 1.5000 15,415.50 0.000 0 (F) 079 DELINEATOR (CLASS 1) EA 56.0000 9,520.00 0.000 0 080 MODIFIED WILDLIFE PASSAGEWAY (TYPE M) EA 2,900.0000 5,800.00 0.000 0 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 36,720.00 0.000 0 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 377.00 0.000 0 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 1,442.00 0.000 0 084 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 156.00 0.000 0 (BROKEN 8-4) 085 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5500 3,763.00 0.000 0 086 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 95.00 0.000 0 (BROKEN 12-3) 087 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,425.00 0.000 0 (BROKEN 36-12) 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 4,794.00 0.000 0 089 FLASHING BEACON SYSTEM LS 32,000.0000 32,000.00 0.000 0 090 VEHICLE CLASSIFICATION STATION LS 37,000.0000 37,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-424714 TIME 10:45 AM ESTIMATE NO. 001 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/16 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 03/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,500.00 5,500.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 74,707.00 74,707.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 80,207.00 80,207.00 091 MOBILIZATION LS 362,721.0000 362,721.00 0.000 0 ORIGINAL CONTRACT AMOUNT 5,525,494.70 TOTAL WORK COMPLETED 80,207.00 80,207.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 80,207.00 80,207.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 10/14/15 130 02/18/16 04/01/16 10/15/16 0 70 0 0 1% 0% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/18/16