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 08/24/15 EST. NO. 004 TIME 04:15 PM R.E. NAME: TECLE, DANIEL 03-3F6604 --------------------------------------------------------------------------- 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 0014 909.12 E.W. @ F.A.(+) 051215 N 0025.0 0036 1,092.52 060215 N 0002.0 0037 1,102.12 060315 N 0003.0 0040 1,102.12 060415 N 0006.0 0046 1,573.33 060115 N 124263 0047 1,369.26 060815 N 124284 0048 1,298.43 060915 N 124289 0049 1,298.43 061015 N 124290 0050 1,386.95 061115 N 124291 0051 1,298.43 061215 N 124293 0052 1,209.88 061515 N 124294 0053 1,121.32 061615 N 124295 14,761.91 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 14,761.91 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 08/24/15 EST. NO. 004 TIME 04:15 PM R.E. NAME: TECLE, DANIEL 03-3F6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F6604 TIME 04:15 PM ESTIMATE NO. 004 BID OPENING 12/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: TECLE, DANIEL DATE OF THIS ESTIMATE 08/24/15 LOCATION PROGRESS ESTIMATE 03-SAC-160-L1.4/L4.2 ----------------- BAY CITIES PAVING & GRADING NEAR ANTIOCH FROM 1.2 MILES SOUTH INC OF SHERMAN ISLAND LEVEE ROAD TO 1450 CIVIC CT. BLDG B #400 WEST SHERMAN ISLAND ROAD CONCORD CA 94520 FED. AID NO. NH-P160(23) HMA/ROADWAY EXCAV/REPLACE GUARDRAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 CONSTRUCTION AREA SIGNS LS 1,900.0000 1,900.00 0.800 1,520 003 TRAFFIC CONTROL SYSTEM LS 49,000.0000 49,000.00 0.200 9,800.00 0.900 44,100 004 TYPE III BARRICADE EA 58.1300 348.78 2.000 116 005 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 407.00 9.000 333 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,170.0000 3,170.00 0.200 634.00 0.900 2,853 007 TEMPORARY RAILING (TYPE K) LF 28.8200 5,764.00 560.000 16,139 008 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,700.0000 3,400.00 3.000 5,100 009 JOB SITE MANAGEMENT LS 4,500.0000 4,500.00 0.200 900.00 0.900 4,050 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 660.0000 660.00 0.750 495 011 TEMPORARY FIBER ROLL LF 5.0000 800.00 80.000 400 012 TEMPORARY SILT FENCE LF 4.0000 640.00 80.000 320 013 TEMPORARY CONCRETE WASHOUT LS 575.0000 575.00 0.000 0 014 TREATED WOOD WASTE LB 0.1100 2,057.00 18,619.000 2,048.09 18,619.000 2,048 015 REMOVE GUARDRAIL LF 5.1800 7,511.00 1,431.000 7,412.58 1,431.000 7,412 016 REMOVE ASPHALT CONCRETE DIKE LF 2.0600 2,430.80 1,040.000 2,142 017 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 275.0000 825.00 3.000 825 018 RESET GUARDRAIL LF 8.9800 1,526.60 170.000 1,526.60 340.000 3,053 019 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.9000 20,470.00 4,692.000 41,758 020 CLEARING AND GRUBBING (LS) LS 8,800.0000 8,800.00 1.000 8,800 021 ROADWAY EXCAVATION CY 85.0000 2,295.00 59.500 5,057 022 SHOULDER BACKING TON 41.3000 43,365.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F6604 TIME 04:15 PM ESTIMATE NO. 004 BID OPENING 12/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: TECLE, DANIEL DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 IMPORTED BORROW (CY) CY 67.2800 3,364.00 50.000 3,364 024 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 9.1700 6,052.20 283.000 2,595 CLASS B2 025 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.8700 435.00 500.000 435.00 500.000 435 026 FIBER ROLLS LF 7.7900 2,337.00 300.000 2,337.00 300.000 2,337 027 STRAW SQFT 0.0500 25.00 500.000 25.00 500.000 25 028 COMPOST SQFT 0.6600 330.00 500.000 330.00 500.000 330 029 INCORPORATE MATERIALS SQFT 0.2600 130.00 500.000 130.00 500.000 130 030 CLASS 2 AGGREGATE BASE (CY) CY 260.0000 3,380.00 45.500 11,830 031 CRACK TREATMENT LNMI 3,503.5200 21,021.12 6.000 21,021 032 PREPAVING INERTIAL PROFILER LS 4,227.4800 4,227.48 1.000 4,227 033 PREPAVING GRINDING DAY EA 11,434.1300 34,302.39 13.000 148,643 034 REPLACE ASPHALT CONCRETE SURFACING CY 169.0000 37,180.00 248.300 41,962 035 MINOR HOT MIX ASPHALT TON 231.4700 11,573.50 0.000 0 036 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 103.3900 408,390.50 1,498.000 154,878.22 5,448.000 563,268 037 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 109.0700 1,101,607.00 9,680.000 1,055,797 038 CENTERLINE RUMBLE STRIP (HMA, GROUND-IN STA 12.8100 1,921.50 143.000 1,831.83 143.000 1,831 INDENTATIONS) 039 SHOULDER RUMBLE STRIP STA 12.8100 3,714.90 288.000 3,689.28 288.000 3,689 (HMA,GROUND-IN INDENTATIONS) 040 DATA CORE LS 3,859.8100 3,859.81 1.000 3,859.81 1.000 3,859 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0600 4,790.80 0.000 0 042 PLACE HOT MIX ASPHALT SQYD 83.0000 830.00 0.000 0 (MISCELLANEOUS AREA) 043 TACK COAT TON 875.0000 39,375.00 5.000 4,375.00 40.000 35,000 044 DELINEATOR (CLASS 1) EA 42.0000 756.00 0.000 0 045 HIGHWAY POST MARKER EA 58.0000 348.00 0.000 0 046 OBJECT MARKER (TYPE L-1) EA 53.0000 106.00 0.000 0 047 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 29.0600 36,325.00 1,073.000 31,181.38 1,073.000 31,181 048 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.8800 28,033.20 468.000 33,639.84 468.000 33,639 049 END ANCHOR ASSEMBLY (TYPE SFT) EA 795.0000 3,180.00 4.000 3,180.00 4.000 3,180 PROGRAM CAS145 PAGE 3 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F6604 TIME 04:15 PM ESTIMATE NO. 004 BID OPENING 12/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: TECLE, DANIEL DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 7,400.00 2.000 7,400.00 2.000 7,400 051 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 5,300.00 2.000 5,300.00 2.000 5,300 052 THERMOPLASTIC PAVEMENT MARKING SQFT 4.7600 1,475.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 053 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 23,376.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 054 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 636.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 3,093.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 056 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 424.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 057 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1700 2,979.80 0.000 0 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 HOT MIX ASPHALT (TYPE A) TON 166.2900 54,044.25 750.000 124,717 PROGRAM CAS145 PAGE 4 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F6604 TIME 04:15 PM ESTIMATE NO. 004 BID OPENING 12/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: TECLE, DANIEL DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 274,913.63 2,254,291.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,761.91 14,761.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 289,675.54 2,269,053.00 060 MOBILIZATION LS 70,000.0000 70,000.00 1.000 70,000 ORIGINAL CONTRACT AMOUNT 2,088,769.43 TOTAL WORK COMPLETED 289,675.54 2,339,053.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 289,675.54 2,339,053.00 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 02/09/15 75 05/01/15 02/26/15 08/28/15 69 55 0 0 91% 92% PROGRESS IS SATISFACTORY TECLE, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/15