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 10/23/17 EST. NO. 006 TIME 02:36 PM R.E. NAME: JHAJJ, AMRINDER 04-2G9904 --------------------------------------------------------------------------- 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 0010 230.44 E.W. @ F.A.(+) 060917 N 10 0 0011 230.45 060817 N 11 0 0012 325.08 060717 N 12 0 0013 162.55 060617 N 13 0 0014 947.43 052017 N 14 0 0015 243.75 050817 N 15 0 0016 153.63 061217 N 16 0 002 0001 616.91 E.W. @ F.A.(+) 081617 N 1 0 0002 1,095.27 053117 N 2 0 0003 2,541.63 092117 N 3 0 0004 1,483.81 092217 N 4 0 8,030.95 TOTAL THIS ESTIMATE 8,519.81 TOTAL PREVIOUS ESTIMATE 16,550.76 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 10/23/17 EST. NO. 006 TIME 02:36 PM R.E. NAME: JHAJJ, AMRINDER 04-2G9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G9904 TIME 02:36 PM ESTIMATE NO. 006 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: JHAJJ, AMRINDER DATE OF THIS ESTIMATE 10/23/17 LOCATION PROGRESS ESTIMATE 04-SCL-130-5.6/6.0 ----------------- BRIDGEWAY CIVIL CONSTRUCTORS, IN SANTA CLARA COUNTY, NEAR SAN INC. JOSE, FROM 0.1 MILE EAST OF 4950 ALLISON PARKWAY, SUITE A CROTHERS ROAD TO 0.06 MILE WEST OF VACAVILLE CA 95688 CLAYTON ROAD. FED. AID NO. ACST-PP13(4)E CONSTRUCT A SOLDIER PILE WALL BELOW ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,925.0000 1,925.00 1.000 1,925 002 CONSTRUCTION AREA SIGNS LS 2,533.0000 2,533.00 0.750 1,899 003 TRAFFIC CONTROL SYSTEM LS 21,092.0000 21,092.00 0.100 2,109.20 1.000 21,092 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 38.0000 912.00 24.000 912 005 CHANNELIZER (SURFACE MOUNTED) EA 64.0000 1,216.00 19.000 1,216 006 TEMPORARY SIGNAL SYSTEM LS 168,000.0000 168,000.00 1.000 168,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,775.0000 1,775.00 0.500 887 008 TEMPORARY RAILING (TYPE K) LF 71.0000 32,660.00 460.000 32,660 009 TEMPORARY CRASH CUSHION MODULE EA 578.0000 12,716.00 0.000 0 010 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.100 5,000.00 0.920 46,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 9,036.0000 9,036.00 0.100 903.60 0.920 8,313 012 TEMPORARY HYDRAULIC MULCH SQYD 8.6800 2,604.00 0.000 0 (BONDED FIBER MATRIX) 013 TEMPORARY CHECK DAM LF 38.0000 3,420.00 90.000 3,420 014 TEMPORARY DRAINAGE INLET PROTECTION EA 673.0000 1,346.00 1.000 673 015 TEMPORARY FIBER ROLL LF 25.0000 1,250.00 50.000 1,250 016 TEMPORARY REINFORCED SILT FENCE LF 33.0000 8,250.00 250.000 8,250 017 TEMPORARY CONSTRUCTION ENTRANCE EA 3,746.0000 7,492.00 1.000 3,746 018 STREET SWEEPING LS 15,000.0000 15,000.00 0.150 2,250.00 0.900 13,500 019 TEMPORARY CONCRETE WASHOUT LS 1,036.0000 1,036.00 1.000 1,036 020 TEMPORARY FENCE (TYPE ESA) LF 33.0000 14,190.00 430.000 14,190 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 13,080.00 0.000 0 STRIPE (HAZARDOUS WASTE) 022 TREATED WOOD WASTE LB 0.1400 448.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G9904 TIME 02:36 PM ESTIMATE NO. 006 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: JHAJJ, AMRINDER DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PAINT BRIDGE IDENTIFICATION EA 740.0000 740.00 1.000 740.00 1.000 740 024 ABANDON CULVERT (EA) EA 962.0000 962.00 1.000 962 025 REMOVE GUARDRAIL LF 25.0000 5,000.00 200.000 5,000 026 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 1,800.00 200.000 1,800 027 REMOVE INLET EA 287.0000 287.00 1.000 287 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 30.0000 9,000.00 300.000 9,000 029 CLEARING AND GRUBBING (LS) LS 12,111.0000 12,111.00 0.900 10,899 030 ROADWAY EXCAVATION CY 80.0000 26,400.00 330.000 26,400 031 SHOULDER BACKING TON 29.0000 2,030.00 0.000 0 032 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 189.0000 8,505.00 45.000 8,505 (F) 033 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 92.0000 6,808.00 74.000 6,808 (F) 034 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 159.0000 13,356.00 84.000 13,356 (F) 035 LEAN CONCRETE BACKFILL CY 159.0000 4,293.00 27.000 4,293 (F) 036 DITCH EXCAVATION CY 177.0000 1,770.00 10.000 1,770 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.1500 5,289.00 2,460.000 5,289 038 HYDROMULCH SQFT 0.1100 798.60 7,260.000 798 039 FIBER ROLLS LF 8.0000 2,400.00 300.000 2,400 040 HYDROSEED SQFT 0.2900 2,105.40 7,260.000 2,105 041 COMPOST SQFT 0.5300 3,847.80 7,260.000 3,847 042 HOT MIX ASPHALT (TYPE A) TON 200.0000 10,000.00 50.000 10,000 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 100,800.00 530.000 89,040.00 530.000 89,040 044 TACK COAT TON 612.0000 1,224.00 2.000 1,224.00 2.000 1,224 045 STEEL SOLDIER PILE (W 12 X 106) LF 80.0000 84,320.00 1,054.000 84,320 046 24" DRILLED HOLE LF 58.0000 55,274.00 963.500 55,883 047 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,406.0000 5,052.60 6.200 14,917 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 90.00 6.000 90.00 6.000 90 (0.063"-UNFRAMED) 049 ROADSIDE SIGN - ONE POST EA 394.0000 394.00 1.000 394.00 1.000 394 PROGRAM CAS145 PAGE 3 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G9904 TIME 02:36 PM ESTIMATE NO. 006 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: JHAJJ, AMRINDER DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TIMBER LAGGING MFBM 8,756.0000 52,536.00 6.000 52,536 (F) 051 CLEAN AND PAINT STEEL SOLDIER PILING LS 21,000.0000 21,000.00 1.000 21,000 052 STAIN GALVANIZED SURFACES LS 2,969.0000 2,969.00 1.100 3,265 053 PREPARE AND STAIN CONCRETE SQFT 15.0000 17,250.00 2,300.000 34,500 054 15" CORRUGATED STEEL PIPE (.064" THICK) LF 315.0000 472.50 2.000 630 055 36" CORRUGATED STEEL PIPE INLET LF 1,035.0000 2,484.00 2.000 2,070 (.168" THICK) 056 MINOR CONCRETE (MISCELLANEOUS CY 2,780.0000 8,062.00 5.800 16,124 CONSTRUCTION) 057 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,670.00 1,780.000 5,340 058 CABLE RAILING LF 34.0000 6,800.00 200.000 6,800 059 TYPE SMART SCI - 70GM CRASH CUSHION EA 18,000.0000 36,000.00 2.000 36,000 060 CONCRETE BARRIER (TYPE 60) LF 138.0000 26,220.00 190.000 26,220 061 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 8,720.00 0.000 0 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 2,160.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G9904 TIME 02:36 PM ESTIMATE NO. 006 BID OPENING 10/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: JHAJJ, AMRINDER DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 101,750.80 893,586.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,030.95 16,550.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 109,781.75 910,136.93 063 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 1,021,981.90 TOTAL WORK COMPLETED 109,781.75 1,010,136.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 109,781.75 1,010,136.93 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 01/30/17 125 05/01/17 05/01/17 12/31/17 105 4 0 0 94% 84% PROGRESS IS SATISFACTORY JHAJJ, AMRINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/17