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. 005 TIME 10:59 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-1C4214 --------------------------------------------------------------------------- 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. 005 TIME 10:59 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-1C4214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP CORRECTIVE ACT -20,000.00 001 REVERSE SWPPP DEDUCT 20,000.00 002 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C4214 TIME 10:59 AM ESTIMATE NO. 005 BID OPENING 11/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 10/23/17 LOCATION PROGRESS ESTIMATE 10-SJ-99-14.3/14.9 ----------------- 10-SJ-99-18.4/23.0 BAY CITIES PAVING & GRADING, IN STOCKTON FROM 0.3 MILE SOUTH TO INC. 0.3 MILE NORTH OF ARCH ROAD UC AND 1450 CIVIC CT #400 BLDG B FROM 0.3 MILE NORTH OF MAIN STREET CONCORD CA 94520 OC TO 0.1 MILE NORTH OF HAMMER LANE OC FED. AID NO. ACNH-PP09-9(605)E RAMP WIDENING, INSTALL RAMP METER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,072.5000 1,072.50 1.000 1,072 002 CONSTRUCTION AREA SIGNS LS 10,230.0000 10,230.00 0.750 7,672 003 TRAFFIC CONTROL SYSTEM LS 82,900.0000 82,900.00 0.200 16,580.00 0.500 41,450 004 CHANNELIZER (SURFACE MOUNTED) EA 38.5000 539.00 14.000 539 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,433.0000 10,433.00 0.200 2,086.60 0.500 5,216 006 TEMPORARY RAILING (TYPE K) LF 15.4500 36,462.00 2,420.000 37,389 007 TEMPORARY CRASH CUSHION MODULE EA 165.0000 4,620.00 28.000 4,620 008 JOB SITE MANAGEMENT LS 18,483.0000 18,483.00 0.200 3,696.60 0.600 11,089 009 PREPARE STORM WATER POLLUTION PREVENTION LS 1,595.0000 1,595.00 0.100 159.50 0.800 1,276 PLAN 010 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 011 TEMPORARY DRAINAGE INLET PROTECTION EA 137.5000 1,787.50 13.000 1,787 012 TEMPORARY FIBER ROLL LF 9.2300 1,015.30 110.000 1,015 013 TEMPORARY STRAW BALE BARRIER LF 3.0400 4,864.00 1,440.000 4,377 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,478.0000 4,956.00 1.000 2,478 015 STREET SWEEPING LS 3,322.0000 3,322.00 0.250 830.50 0.600 1,993 016 TEMPORARY CONCRETE WASHOUT LS 550.0000 550.00 1.000 550 017 TREATED WOOD WASTE LB 0.5500 9,075.00 16,500.000 9,075 018 REMOVE GUARDRAIL LF 7.1500 8,866.00 1,239.000 8,858 019 REMOVE ROADSIDE SIGN EA 110.0000 110.00 0.000 0 020 REMOVE CULVERT (LF) LF 32.3000 3,553.00 106.200 3,430 021 REMOVE DOWNDRAIN (EA) EA 1,185.0000 2,370.00 0.000 0 022 REMOVE INLET EA 998.0000 3,992.00 4.000 3,992 PROGRAM CAS145 PAGE 2 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C4214 TIME 10:59 AM ESTIMATE NO. 005 BID OPENING 11/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: OBAIDULLAH RASHID "ABDUL" 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 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.7000 38,963.00 8,237.000 38,713.90 8,237.000 38,713 024 CLEARING AND GRUBBING (LS) LS 11,000.0000 11,000.00 1.000 11,000 025 ROADWAY EXCAVATION CY 40.2000 43,416.00 1,080.000 43,416 026 STRUCTURE EXCAVATION (RETAINING WALL) CY 31.1500 41,086.85 1,319.000 41,086 (F) 027 STRUCTURE BACKFILL (RETAINING WALL) CY 109.0000 143,880.00 241.000 26,269.00 1,320.000 143,880 (F) 028 PERVIOUS BACKFILL MATERIAL (RETAINING CY 65.7000 1,905.30 29.000 1,905 (F) WALL) 029 IMPORTED BORROW (CY) CY 21.9500 22,169.50 1,010.000 22,169 030 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0500 3,977.00 0.000 0 CLASS A1 031 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 660.0000 1,320.00 1.000 660.00 1.000 660 032 FIBER ROLLS LF 3.2700 11,772.00 3,400.000 11,118.00 3,400.000 11,118 033 STRAW SQFT 0.0500 1,790.00 35,764.000 1,788.20 35,764.000 1,788 034 HYDROSEED SQFT 0.1100 3,938.00 35,764.000 3,934.04 35,764.000 3,934 035 CLASS 3 AGGREGATE SUBBASE CY 80.4500 52,292.50 587.000 47,224 036 CLASS 2 AGGREGATE BASE (CY) CY 90.1000 48,654.00 589.000 53,068 037 HOT MIX ASPHALT (TYPE A) TON 80.1000 162,603.00 1,934.120 154,923.01 1,934.120 154,923 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.5000 585.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.5000 6,210.00 0.000 0 040 TACK COAT TON 1,457.5000 5,830.00 0.000 0 041 STRUCTURAL CONCRETE, RETAINING WALL CY 753.5000 351,884.50 22.000 16,577.00 467.000 351,884 (F) 042 MINOR CONCRETE (MINOR STRUCTURE) CY 1,719.1500 13,753.20 3.420 5,879.49 5.890 10,125 (F) 043 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9800 92,464.02 46,699.000 92,464 (F) 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7300 644.93 0.000 0 (0.063"-UNFRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9400 694.54 0.000 0 (0.080"-UNFRAMED) 046 ROADSIDE SIGN - ONE POST EA 275.0000 2,475.00 0.000 0 047 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 220.00 0.000 0 METHOD) 048 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 220.0000 1,540.00 0.000 0 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6600 909.48 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C4214 TIME 10:59 AM ESTIMATE NO. 005 BID OPENING 11/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: OBAIDULLAH RASHID "ABDUL" 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 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 429.00 0.000 0 051 18" ALTERNATIVE PIPE CULVERT LF 151.5000 5,908.50 19.000 2,878.50 39.000 5,908 052 24" ALTERNATIVE PIPE CULVERT LF 144.0000 9,648.00 33.000 4,752.00 67.000 9,648 053 18" ALTERNATIVE FLARED END SECTION EA 472.6500 472.65 1.000 472.65 1.000 472 054 24" ALTERNATIVE FLARED END SECTION EA 547.7500 547.75 1.000 547.75 1.000 547 055 INLET DEPRESSION EA 656.0000 3,280.00 2.000 1,312.00 2.000 1,312 056 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 394.5000 3,156.00 7.700 3,037.65 7.700 3,037 (CY) 057 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.0000 572.00 43.400 564.20 43.400 564 058 MINOR CONCRETE (GUTTER) (LF) LF 34.1000 5,115.00 135.600 4,623.96 135.600 4,623 059 MISCELLANEOUS IRON AND STEEL LB 1.2500 2,252.50 326.000 407.50 978.000 1,222 (F) 060 DELINEATOR (CLASS 1) EA 49.5000 49.50 0.000 0 061 GUARD RAILING DELINEATOR EA 38.5000 3,234.00 0.000 0 062 OBJECT MARKER (TYPE L) EA 55.0000 220.00 0.000 0 063 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 49,170.00 1,288.500 42,520.50 1,288.500 42,520 064 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.8000 60,060.00 0.000 0 065 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 8,800.00 0.000 0 066 END CAP (TYPE A) EA 110.0000 220.00 1.000 110.00 1.000 110 067 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 2,970.00 2.000 1,980.00 2.000 1,980 068 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,410.0000 6,820.00 2.000 6,820.00 2.000 6,820 069 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,410.0000 6,820.00 2.000 6,820.00 2.000 6,820 070 CONCRETE BARRIER (TYPE 732A) LF 132.0000 66,000.00 500.000 66,000 071 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 4,279.00 1,945.000 2,139.50 1,945.000 2,139 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 6,182.00 1,405.000 3,091.00 1,405.000 3,091 073 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 880.00 200.000 440.00 200.000 440 (BROKEN 12-3) 074 THERMOPLASTIC PAVEMENT MARKING SQFT 4.4000 2,948.00 335.000 1,474.00 335.000 1,474 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 902.00 420.000 462.00 420.000 462 (BROKEN 17-7) 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 880.00 80.000 440.00 80.000 440 PROGRAM CAS145 PAGE 4 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C4214 TIME 10:59 AM ESTIMATE NO. 005 BID OPENING 11/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: OBAIDULLAH RASHID "ABDUL" 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 ------------------------------------------------------------------------------------------------------------------------------------ 077 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.100 550.00 0.700 3,850 SYSTEM ELEMENTS DURING CONSTRUCTION 078 MODIFYING EXISTING ELECTRICAL SYSTEM LS 966,900.0000 966,900.00 0.146 141,167.40 0.601 581,106 PROGRAM CAS145 PAGE 5 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C4214 TIME 10:59 AM ESTIMATE NO. 005 BID OPENING 11/03/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: OBAIDULLAH RASHID "ABDUL" 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 509,826.45 1,921,836.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 16,970.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 509,826.45 1,938,807.08 079 MOBILIZATION LS 278,000.0000 278,000.00 1.000 278,000 ORIGINAL CONTRACT AMOUNT 2,780,989.02 TOTAL WORK COMPLETED 509,826.45 2,216,807.08 MATERIALS ON HAND ON SITE 118,636.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 499,826.45 2,325,443.12 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 01/30/17 150 00/00/00 00/00/00 12/14/17 114 9 0 0 77% 76% PROGRESS IS SATISFACTORY OBAIDULLAH RASHID "ABDUL" RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/17