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 12/15/15 EST. NO. 006 TIME 09:39 AM R.E. NAME: PANDYA, NILESH 04-1SS524 --------------------------------------------------------------------------- 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 12/15/15 EST. NO. 006 TIME 09:39 AM R.E. NAME: PANDYA, NILESH 04-1SS524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1SS524 TIME 09:39 AM ESTIMATE NO. 006 BID OPENING 03/26/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/15/15 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SCL-280-2.6/ .0 ---------------------------------------- BAY CITIES PAVING & GRADING, IN SANTA CLARA COUNTY, ROUTE 280, INC. AT POSTMILE 2.6 1450 CIVIC CT BLDG B #400 CONCORD CA 94520 FED. AID NO. NHPI-2801(141)E RECONSTRUCT EMBANKMENT AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000 003 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.400 18,000.00 1.000 45,000 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0600 5,830.00 4,442.000 4,708 005 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 888.00 8.000 296 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,350.0000 6,350.00 0.500 3,175.00 1.000 6,350 007 TEMPORARY RAILING (TYPE K) LF 11.1600 25,891.20 1,200.000 13,392.00 2,200.000 24,552 008 TEMPORARY CRASH CUSHION MODULE EA 160.0000 4,480.00 14.000 2,240 009 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.400 4,800.00 1.000 12,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 660.0000 660.00 1.000 660 011 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 4,000.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 4.000 600 013 TEMPORARY FIBER ROLL LF 2.0000 4,000.00 2,000.000 4,000.00 2,000.000 4,000 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 10,800.00 0.000 0 015 STREET SWEEPING LS 7,400.0000 7,400.00 0.400 2,960.00 1.000 7,400 016 TEMPORARY CONCRETE WASHOUT LS 1,050.0000 1,050.00 0.500 525.00 1.000 1,050 017 ASBESTOS COMPLIANCE PLAN LS 2,400.0000 2,400.00 1.000 2,400 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 12.6800 5,959.60 470.000 5,959 STRIPE (HAZARDOUS WASTE) 019 TREATED WOOD WASTE LB 0.0600 1,200.00 12,700.000 762 020 NOISE MONITORING LS 1,050.0000 1,050.00 1.000 1,050.00 1.000 1,050 021 DUST CONTROL PLAN LS 1,100.0000 1,100.00 1.000 1,100 (NATURALLY OCCURRING ASBESTOS) 022 REMOVE GUARDRAIL LF 9.0000 11,520.00 1,280.000 11,520 PROGRAM CAS145 PAGE 2 DATE 12/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1SS524 TIME 09:39 AM ESTIMATE NO. 006 BID OPENING 03/26/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 3,060.00 516.000 438 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5900 2,718.90 1,710.000 2,718 025 REMOVE PAVEMENT MARKER EA 2.1100 86.51 35.000 73 026 CORE CONCRETE (5") LF 150.0000 750.00 5.000 750 027 CLEARING AND GRUBBING (LS) LS 9,000.0000 9,000.00 1.000 9,000 028 ROADWAY EXCAVATION CY 102.5500 367,129.00 3,580.000 367,129 (NATURALLY OCCURRING ASBESTOS) 029 STRUCTURE EXCAVATION (BRIDGE) CY 290.0000 2,320.00 8.000 2,320 (F) 030 SOIL DENSIFICATION LB 7.2400 39,820.00 5,521.120 39,972 (HIGH DENSITY POLYURETHANE) 031 STRUCTURE BACKFILL (BRIDGE) CY 422.7500 3,382.00 8.000 3,382 (F) 032 CONTROLLED LOW-STRENGTH MATERIAL CY 185.0000 8,695.00 47.000 8,695.00 47.000 8,695 (STRUCTURE BACKFILL) 033 IMPORTED BORROW (CY) CY 33.3000 93,240.00 2,800.000 93,240 034 GEOSYNTHETIC REINFORCEMENT SQYD 1.6200 14,742.00 9,100.000 14,742 035 CLASS 2 AGGREGATE BASE (CY) CY 76.1600 57,120.00 750.000 57,120 036 PRIME COAT TON 975.0000 1,462.50 0.000 0 037 HOT MIX ASPHALT (TYPE A) TON 106.6400 87,444.80 588.790 62,788.57 849.590 90,600 038 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 8.7200 18,748.00 2,150.000 18,748.00 2,150.000 18,748 (PAVING GRID) 039 TACK COAT TON 750.0000 1,875.00 2.500 1,875.00 2.500 1,875 040 AGGREGATE BASE (APPROACH SLAB) CY 37.0000 111.00 27.000 999.00 30.000 1,110 041 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,050.3300 61,509.90 15.000 30,754.95 30.000 61,509 (TYPE R) 042 MINOR CONCRETE (MINOR STRUCTURE) CY 2,333.6800 11,668.40 5.000 11,668.40 5.000 11,668 (F) 043 MINOR CONCRETE (BACKFILL) CY 164.5400 4,442.58 27.000 4,442.58 27.000 4,442 (F) 044 PAVING NOTCH EXTENSION CF 628.8400 12,576.80 0.000 0 045 JOINT SEAL (MR 1") LF 221.9400 6,214.32 14.000 3,107.16 28.000 6,214 046 18" ALTERNATIVE PIPE CULVERT LF 50.7100 10,649.10 210.000 10,649.10 210.000 10,649 047 18" CORRUGATED STEEL PIPE (.109" THICK) LF 141.8200 1,701.84 12.000 1,701.84 12.000 1,701 048 12" SLOTTED CORRUGATED STEEL PIPE LF 73.0100 21,903.00 300.000 21,903.00 300.000 21,903 (.079" THICK) 049 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 93.7700 2,813.10 30.000 2,813.10 30.000 2,813 (.109" THICK) PROGRAM CAS145 PAGE 3 DATE 12/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1SS524 TIME 09:39 AM ESTIMATE NO. 006 BID OPENING 03/26/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" ANCHOR ASSEMBLY EA 425.0000 2,125.00 5.000 2,125.00 5.000 2,125 051 ROCK SLOPE PROTECTION CY 326.0000 2,282.00 7.000 2,282.00 7.000 2,282 (F) (FACING, METHOD B) (CY) 052 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 126.00 21.000 126.00 21.000 126 053 MINOR CONCRETE (MISCELLANEOUS CY 1,071.1500 2,142.30 2.000 2,142.30 2.000 2,142 CONSTRUCTION) 054 MISCELLANEOUS IRON AND STEEL LB 1.6200 2,640.60 1,630.000 2,640.60 1,630.000 2,640 (F) 055 CONCRETE BARRIER MARKER EA 16.0000 1,408.00 44.000 704.00 88.000 1,408 056 CONCRETE BARRIER (TYPE 60) LF 93.4500 119,616.00 670.000 62,611 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5900 3,768.30 0.000 0 058 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1700 1,172.90 0.000 0 059 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.3400 1,077.80 85.000 538 PROGRAM CAS145 PAGE 4 DATE 12/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1SS524 TIME 09:39 AM ESTIMATE NO. 006 BID OPENING 03/26/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 238,567.60 1,042,040.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 3,712.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 238,567.60 1,045,753.06 060 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000 ORIGINAL CONTRACT AMOUNT 1,237,421.45 TOTAL WORK COMPLETED 238,567.60 1,145,753.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 238,567.60 1,145,753.06 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 05/07/15 90 06/22/15 06/22/15 12/07/15 90 28 0 0 100% 100% PANDYA, NILESH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/15/15