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 01/17/18 EST. NO. 005 TIME 01:00 PM R.E. NAME: BRAR, PARAMDEEP 04-4G9604 --------------------------------------------------------------------------- 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 01/17/18 EST. NO. 005 TIME 01:00 PM R.E. NAME: BRAR, PARAMDEEP 04-4G9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/17/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G9604 TIME 01:00 PM ESTIMATE NO. 005 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/24/17 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 01/17/18 LOCATION FINAL ESTIMATE 04-SOL-37-11.4/11.4 -------------- 04-SOL-80-1.1/25.1 GHILOTTI CONSTRUCTION CO. IN SOLANO COUNTY NEAR VALLEJO ON INC. ROUTE 80 BETWEEN POSTMILE 1.1 AND 246 GHILOTTI AVENUE 25.1; ON ROUTE 37/80 AT POSTMILE SANTA ROSA CA 95407 11.45. FED. AID NO. ACNH-X095(30)E INSTALL ROADSIDE SAFETY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,335.0000 2,335.00 1.000 2,335 002 CONSTRUCTION AREA SIGNS LS 9,785.0000 9,785.00 1.000 9,785 003 TRAFFIC CONTROL SYSTEM LS 345,000.0000 345,000.00 1.000 345,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 1,360.00 680.000 1,360 005 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 2,700.00 53.000 5,300 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 007 TEMPORARY RAILING (TYPE K) LF 10.0000 71,100.00 3,680.000 36,800 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 36,000.00 10.000 30,000 009 JOB SITE MANAGEMENT LS 6,000.0000 6,000.00 1.000 6,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 485.0000 485.00 1.000 485 011 TEMPORARY HYDRAULIC MULCH SQYD 20.0000 1,660.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 750.00 4.000 600 013 TEMPORARY FIBER ROLL LF 7.0000 8,680.00 300.000 2,100 014 STREET SWEEPING LS 5,500.0000 5,500.00 1.000 5,500 015 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 016 TREATED WOOD WASTE LB 1.0000 1,100.00 260.000 260 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 1,500.00 300.000 1,500 018 REMOVE ROADSIDE SIGN EA 100.0000 2,200.00 22.000 2,200 019 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 4,950.00 0.000 0 020 REMOVE OVERSIDE DRAIN EA 3,500.0000 3,500.00 1.000 3,500 021 REMOVE DELINEATOR EA 15.0000 165.00 11.000 165 022 CLEARING AND GRUBBING (LS) LS 9,000.0000 9,000.00 1.000 9,000 PROGRAM CAS145 PAGE 2 DATE 01/17/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G9604 TIME 01:00 PM ESTIMATE NO. 005 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/24/17 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 01/17/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 30.0000 16,200.00 536.000 16,080 024 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 145,800.00 608.000 109,440 (AERIALLY DEPOSITED LEAD) 025 EROSION CONTROL (DRY SEED) (SQFT) SQFT 7.0000 1,120.00 286.000 2,002 026 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 4.0000 640.00 286.000 1,144 027 FIBER ROLLS LF 12.0000 240.00 30.000 360 028 COMPOST SQFT 1.0000 160.00 286.000 286 029 CLASS 2 AGGREGATE BASE (CY) CY 20.0000 11,200.00 481.000 9,620 030 HOT MIX ASPHALT (TYPE A) TON 200.0000 2,800.00 14.000 2,800 031 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.0000 2,600.00 130.000 2,600 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 3,800.00 375.000 3,750 033 PLACE HOT MIX ASPHALT SQYD 350.0000 770.00 2.200 770 (MISCELLANEOUS AREA) 034 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 4,600.00 2.300 4,600 (F) 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,755.00 117.000 1,755 (0.063"-UNFRAMED) 036 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 825.00 55.000 825 (0.080"-UNFRAMED) 037 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,848.00 84.000 1,848 (0.063"-FRAMED) 038 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,214.00 237.000 5,214 (0.080"-FRAMED) 039 ROADSIDE SIGN - ONE POST EA 295.0000 2,950.00 10.000 2,950 040 ROADSIDE SIGN - TWO POST EA 750.0000 6,750.00 9.000 6,750 041 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 4.000 600 METHOD) 042 18" CORRUGATED STEEL PIPE (.079" THICK) LF 400.0000 4,000.00 10.000 4,000 043 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 330,000.00 581.000 348,600 CONSTRUCTION) 044 MINOR CONCRETE (TEXTURED PAVING) CY 800.0000 16,800.00 0.000 0 045 MISCELLANEOUS IRON AND STEEL LB 3.0000 978.00 326.000 978 (F) 046 DELINEATOR (CLASS 1) EA 50.0000 2,000.00 0.000 0 047 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 680.00 680.000 680 (BROKEN 17-7) 048 MODIFYING EXISTING ELECTRICAL SYSTEM LS 21,200.0000 21,200.00 1.000 21,200 PROGRAM CAS145 PAGE 3 DATE 01/17/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G9604 TIME 01:00 PM ESTIMATE NO. 005 BID OPENING 10/18/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/24/17 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 01/17/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,032,742.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 26,762.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,059,504.16 049 MOBILIZATION LS 120,000.0000 120,000.00 1.000 120,000 ORIGINAL CONTRACT AMOUNT 1,241,300.00 TOTAL WORK COMPLETED 0.00 1,179,504.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 1,179,504.16 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 12/09/16 60 06/12/17 06/12/17 08/24/17 60 0 0 0 100% 100% BRAR, PARAMDEEP RESIDENT ENGINEER PROGRAM CAS145 DATE 01/17/18