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. 003 TIME 01:57 PM R.E. NAME: HISLOP, SCOTT 04-4S9204 --------------------------------------------------------------------------- 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 10/23/17 EST. NO. 003 TIME 01:57 PM R.E. NAME: HISLOP, SCOTT 04-4S9204 --------------------------------------------------------------------------- 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 04-4S9204 TIME 01:57 PM ESTIMATE NO. 003 BID OPENING 04/05/17 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: HISLOP, SCOTT DATE OF THIS ESTIMATE 10/23/17 LOCATION PROGRESS ESTIMATE 04-SON-1-19.6/ .0 ----------------- GORDON N. BALL, INC. IN SONOMA COUNTY NEAR JENNER AT 0.1 333 CAMILLE AVENUE MILE SOUTH OF RUSSIAN RIVER BRIDGE. ALAMO CA 94507 FED. AID NO. ACST-P001(594)E CONSTRUCT SOLDIER PILE WALL. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.300 1,500.00 1.000 5,000 002 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.150 300 003 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.300 7,500.00 0.800 20,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 12.0000 528.00 22.000 264 005 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 1,800.00 6.000 450.00 10.200 765 006 TEMPORARY SIGNAL SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 0.800 80,000 007 TEMPORARY RAILING (TYPE K) LF 15.0000 28,800.00 928.000 13,920.00 1,428.000 21,420 008 TEMPORARY CRASH CUSHION MODULE EA 175.0000 9,800.00 20.000 3,500.00 48.000 8,400 009 JOB SITE MANAGEMENT LS 32,000.0000 32,000.00 0.100 3,200.00 0.800 25,600 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 011 TEMPORARY COVER SQYD 3.0000 1,800.00 0.000 0 012 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,200.00 0.700 70.00 0.700 70 013 TEMPORARY FIBER ROLL LF 5.0000 1,250.00 87.500 437.50 87.500 437 014 TEMPORARY GRAVEL BAG BERM LF 25.0000 750.00 0.000 0 015 TEMPORARY REINFORCED SILT FENCE LF 12.0000 20,760.00 1,136.500 13,638.00 1,213.500 14,562 016 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0 017 STREET SWEEPING LS 2,000.0000 2,000.00 0.300 600.00 0.800 1,600 018 TEMPORARY ACTIVE TREATMENT SYSTEM LS 10,000.0000 10,000.00 1.000 10,000 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.300 300.00 0.800 800 020 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 8,650.00 1,136.500 5,682.50 1,213.500 6,067 021 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.500 15,000.00 1.000 30,000 022 ROADWAY EXCAVATION CY 200.0000 48,000.00 240.000 48,000 PROGRAM CAS145 PAGE 2 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S9204 TIME 01:57 PM ESTIMATE NO. 003 BID OPENING 04/05/17 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: HISLOP, SCOTT 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 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 5,800.00 58.000 5,800 (F) 024 STRUCTURE BACKFILL (SLURRY CEMENT) CY 125.0000 32,500.00 260.000 32,500 (F) 025 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.0000 1,500.00 15.000 1,500 (F) 026 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 200.0000 21,400.00 107.000 21,400 (F) 027 LEAN CONCRETE BACKFILL CY 175.0000 3,675.00 21.000 3,675 (F) 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 600.00 0.000 0 029 HYDROMULCH SQFT 0.0800 600.00 0.000 0 030 FIBER ROLLS LF 4.0000 4,600.00 0.000 0 031 HYDROSEED SQFT 0.2000 1,500.00 0.000 0 032 COMPOST SQFT 0.4000 3,000.00 0.000 0 033 CLASS 4 AGGREGATE SUBBASE CY 100.0000 9,000.00 90.000 9,000.00 90.000 9,000 034 PRIME COAT TON 1,000.0000 400.00 0.000 0 035 HOT MIX ASPHALT (TYPE A) TON 175.0000 52,500.00 110.000 19,250.00 110.000 19,250 036 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 3,150.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 1,150.00 0.000 0 038 TACK COAT TON 1,000.0000 100.00 0.050 50.00 0.050 50 039 STEEL SOLDIER PILE (W 14 X 145) LF 142.0000 109,340.00 770.000 109,340 040 30" DRILLED HOLE LF 140.0000 106,400.00 760.000 106,400 041 STRUCTURAL CONCRETE, CAP CY 900.0000 17,100.00 19.000 17,100 (F) 042 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 33,450.00 5.500 8,250 (F) 043 BAR REINFORCING STEEL (CAP) LB 1.5000 3,780.00 2,520.000 3,780 (F) 044 TIMBER LAGGING MFBM 4,000.0000 24,000.00 6.000 24,000 (F) 045 CLEAN AND PAINT STEEL SOLDIER PILING LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 046 CONCRETE BACKFILL (PIPE TRENCH) CY 230.0000 1,449.00 4.000 920 (F) 047 18" PLASTIC PIPE LF 85.0000 51,000.00 461.500 39,227.50 566.500 48,152 048 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 16,450.00 0.000 0 049 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 55.0000 5,225.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S9204 TIME 01:57 PM ESTIMATE NO. 003 BID OPENING 04/05/17 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: HISLOP, SCOTT 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 REMOVE CULVERT (LF) LF 50.0000 2,250.00 45.000 2,250.00 45.000 2,250 051 REMOVE INLET EA 500.0000 500.00 1.000 500.00 1.000 500 052 ROCK SLOPE PROTECTION CY 300.0000 900.00 3.000 900.00 3.000 900 (F) (FACING, METHOD B) (CY) 053 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 50.00 5.000 50.00 5.000 50 054 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,736.00 2,151.000 4,302.00 2,868.000 5,736 (F) 055 PREPARE AND STAIN CONCRETE SQFT 10.0000 6,870.00 400.000 4,000.00 400.000 4,000 056 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 660.00 0.000 0 057 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 500.00 0.000 0 058 GUARD RAILING DELINEATOR EA 20.0000 60.00 3.000 60.00 3.000 60 059 MIDWEST GUARDRAIL SYSTEM LF 80.0000 12,000.00 175.000 14,000.00 175.000 14,000 060 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 6,480.00 0.000 0 061 CABLE RAILING LF 42.0000 4,536.00 108.000 4,536.00 108.000 4,536 (F) 062 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 063 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0 064 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 2,760.00 0.000 0 065 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 528.00 0.000 0 066 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,520.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4S9204 TIME 01:57 PM ESTIMATE NO. 003 BID OPENING 04/05/17 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: HISLOP, SCOTT 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 176,923.50 741,185.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 176,923.50 741,185.50 067 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 1,017,357.00 TOTAL WORK COMPLETED 176,923.50 841,185.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 176,923.50 841,185.50 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 06/26/17 75 08/07/17 08/07/17 11/22/17 53 0 0 0 81% 71% PROGRESS IS SATISFACTORY HISLOP, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/17