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 12/22/14 EST. NO. 009 TIME 12:11 PM R.E. NAME: AQUINO, NOEL 04-2A6204 --------------------------------------------------------------------------- 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 12/22/14 EST. NO. 009 TIME 12:11 PM R.E. NAME: AQUINO, NOEL 04-2A6204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 LOCATION PROGRESS ESTIMATE 04-SOL-12-20.6/21.3 ----------------- 04-SOL-12-22.6/23.7 RGW CONSTRUCTION NEAR RIO VISTA,AT CURRIE,MCCLOSKEY, 550 GREENVILLE ROAD AND AZEVEDO ROADS,INSTALL LEFT TURN LIVERMORE, CA 94550 POCKETS,FROM AZEVEDO RD TO LIBERTY ISLAND ROAD, SHOULDER WIDENING FED. AID NO. NHP-P012(114)E INSTALL LEFT TURN POCKETS, FROM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (LS) LS 352,000.0000 352,000.00 0.050 17,600.00 0.850 299,200 004 CONSTRUCTION AREA SIGNS LS 4,900.0000 4,900.00 0.050 245.00 0.850 4,165 005 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 0.050 8,500.00 0.850 144,500 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,180.00 339.000 678.00 929.000 1,858 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 19,750.00 23,463.000 5,865.75 52,325.000 13,081 008 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,300.00 243.000 7,290 009 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,300.00 411.000 12,330.00 411.000 12,330 (LEFT IN PLACE) 010 TEMPORARY PAVEMENT MARKER EA 3.0000 6,900.00 544.000 1,632.00 1,141.000 3,423 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,000.0000 9,000.00 0.050 450.00 0.850 7,650 012 TEMPORARY RAILING (TYPE K) LF 11.0000 141,900.00 8,060.000 88,660 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 42,000.00 17.000 34,000 014 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.170 5,100.00 0.850 25,500 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 016 WATER QUALITY SAMPLING AND ANALYSIS EA 25.0000 2,500.00 0.000 0 DAY 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 WATER QUALITY MONITORING REPORT EA 200.0000 800.00 0.000 0 019 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 7,500.00 12,500.000 9,375 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 5.0000 10,000.00 533.000 2,665.00 533.000 2,665 022 TEMPORARY CHECK DAM LF 10.0000 8,200.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 1,110.00 1.000 185.00 1.000 185 024 TEMPORARY FIBER ROLL LF 3.0000 54,000.00 1,475.000 4,425.00 17,881.000 53,643 025 TEMPORARY GRAVEL BAG BERM LF 14.5000 2,755.00 140.000 2,030 026 TEMPORARY SILT FENCE LF 3.5000 4,200.00 2,871.000 10,048 027 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 45,000.00 6.000 9,000 028 STREET SWEEPING LS 1,000.0000 1,000.00 0.800 800 029 TEMPORARY ACTIVE TREATMENT SYSTEM LS 6,500.0000 6,500.00 0.000 0 030 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 031 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 0.000 0 032 WILDLIFE EXCLUSION FENCE LF 4.7500 79,325.00 17,882.000 84,939 033 TEMPORARY FENCE (TYPE ESA) LF 3.0000 50,700.00 18,360.000 55,080 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 7,695.00 17,135.000 7,710 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 0.5000 2,200.00 3,600.000 1,800 036 ABANDON CULVERT (EA) EA 1,800.0000 3,600.00 2.000 3,600 037 REMOVE FENCE LF 3.0000 37,020.00 13,522.000 40,566 038 REMOVE GATE EA 500.0000 500.00 2.000 1,000 039 REMOVE METAL BEAM GUARD RAILING LF 18.0000 6,120.00 276.130 4,970 040 REMOVE FLARED END SECTION EA 100.0000 300.00 2.000 200 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 11,400.00 20,936.000 6,280.80 20,936.000 6,280 042 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 520.00 280.000 560.00 529.000 1,058 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,190.00 0.000 0 044 REMOVE PAVEMENT MARKER EA 1.0000 2,200.00 556.000 556.00 556.000 556 045 REMOVE CHANNELIZERS EA 5.0000 1,850.00 328.000 1,640.00 516.000 2,580 046 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 8.000 800 047 REMOVE ROCK SLOPE PROTECTION CY 120.0000 4,080.00 22.000 2,640 048 REMOVE CULVERT (LF) LF 11.5000 5,405.00 336.000 3,864 049 REMOVE INLET EA 825.0000 1,650.00 2.000 1,650 PROGRAM CAS145 PAGE 3 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 5,500.0000 22,000.00 2.000 11,000 051 REMOVE BASE AND SURFACING CY 7.5000 22,725.00 0.000 0 052 RESET GATE EA 1,800.0000 1,800.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 64,680.00 5,067.000 30,402 054 CLEAN CULVERT EA 2,500.0000 5,000.00 2.000 5,000 055 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 056 ROADWAY EXCAVATION CY 13.2000 440,880.00 20,693.000 273,147 057 IMPORTED BORROW (CY) CY 4.2000 6,846.00 0.000 0 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750 059 IMPORTED TOPSOIL (CY) CY 150.0000 1,050.00 0.000 0 060 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 1,848.00 0.000 0 061 HYDROMULCH SQFT 0.0300 16,590.00 84,000.000 2,520 062 FIBER ROLLS LF 3.0000 78,000.00 0.000 0 063 STRAW SQFT 0.0300 12,090.00 0.000 0 064 HYDROSEED SQFT 0.1000 55,300.00 5,000.000 500 065 COMPOST SQFT 0.1500 60,900.00 0.000 0 066 INCORPORATE MATERIALS SQFT 0.3500 29,750.00 0.000 0 067 CLASS 4 AGGREGATE SUBBASE CY 20.5000 260,760.00 6,710.360 137,562 068 CLASS 2 AGGREGATE BASE (CY) CY 43.0000 331,100.00 5,920.000 254,560 069 CRACK TREATMENT LNMI 6,000.0000 17,400.00 2.900 17,400 070 HOT MIX ASPHALT TON 70.0000 2,299,500.00 1,410.030 98,702.10 19,215.000 1,345,050 071 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 9,100.00 0.000 0 (PAVING MAT) 072 SHOULDER RUMBLE STRIP STA 20.0000 2,800.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 073 CENTERLINE RUMBLE STRIP STA 20.0000 1,300.00 0.000 0 074 DATA CORE LS 5,100.0000 5,100.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5000 1,400.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 2,415.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LIQUID ASPHALT (PRIME COAT) TON 650.0000 14,950.00 0.000 0 078 TACK COAT TON 1,000.0000 58,000.00 40.000 40,000 079 FURNISH STEEL SHEET PILING SQFT 24.0000 303,000.00 12,625.000 303,000 080 DRIVE STEEL SHEET PILE SQFT 5.0000 63,125.00 8,892.180 44,460 081 STRUCTURAL CONCRETE, BOX CULVERT CY 2,270.0000 101,242.00 44.600 101,242 (F) 082 STRUCTURAL CONCRETE, HEADWALL CY 1,300.0000 113,100.00 37.400 48,620.00 124.400 161,720 (F) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 7,920.00 4.400 7,920 (F) 084 BAR REINFORCING STEEL LB 1.3500 21,938.85 3,644.000 4,919.40 19,901.000 26,866 (F) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 2,128.00 0.000 0 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 585.00 0.000 0 (0.080"-UNFRAMED) 087 ROADSIDE SIGN - ONE POST EA 200.0000 3,400.00 0.000 0 088 ROADSIDE SIGN - TWO POST EA 250.0000 750.00 0.000 0 089 12" ALTERNATIVE PIPE CULVERT LF 69.0000 5,520.00 50.000 3,450 090 18" ALTERNATIVE PIPE CULVERT LF 68.0000 80,920.00 1,296.000 88,128 091 24" ALTERNATIVE PIPE CULVERT LF 86.0000 25,800.00 84.000 7,224 092 36" ALTERNATIVE PIPE CULVERT LF 120.0000 13,200.00 72.000 8,640 093 CONCRETE BACKFILL CY 311.0000 68,420.00 79.930 24,858.23 354.530 110,258 (RAPID STRENGTH CONCRETE) 094 12" ALTERNATIVE FLARED END SECTION EA 445.0000 1,780.00 0.000 0 095 18" ALTERNATIVE FLARED END SECTION EA 520.0000 6,240.00 4.000 2,080 096 24" ALTERNATIVE FLARED END SECTION EA 550.0000 1,100.00 1.000 550 097 36" ALTERNATIVE FLARED END SECTION EA 810.0000 1,620.00 1.000 810 098 ROCK SLOPE PROTECTION CY 325.0000 2,925.00 4.000 1,300 (F) (FACING, METHOD B) (CY) 099 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 165.0000 10,725.00 40.500 6,682 (F) (CY) 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.1000 253.00 142.430 156 101 MINOR CONCRETE (MISCELLANEOUS CY 250.0000 250.00 0.000 0 CONSTRUCTION) 102 MISCELLANEOUS IRON AND STEEL LB 3.3000 3,729.00 1,130.000 3,729 (F) 103 FENCE (TYPE WM, METAL POST) LF 7.0000 83,020.00 12,253.000 85,771 PROGRAM CAS145 PAGE 5 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TEMPORARY FENCE (TYPE WM) LF 6.5000 13,000.00 1,701.000 11,056 105 20' WIRE MESH GATE EA 2,000.0000 2,000.00 2.000 4,000 106 OBJECT MARKER (TYPE L-1) EA 60.0000 300.00 0.000 0 107 SPECIAL MARKER EA 90.0000 1,350.00 0.000 0 108 METAL BEAM GUARD RAILING LF 26.0000 15,080.00 537.500 13,975.00 537.500 13,975 109 VEGETATION CONTROL (MINOR CONCRETE) SQYD 275.0000 19,250.00 0.000 0 110 CHAIN LINK RAILING LF 110.0000 16,500.00 88.000 9,680.00 88.000 9,680 (F) 111 TRANSITION RAILING (TYPE WB) EA 2,575.0000 10,300.00 2.000 5,150.00 2.000 5,150 112 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 0.000 0 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 10,800.00 2.000 5,400.00 2.000 5,400 114 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 2,400.00 0.000 0 115 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 100.0000 15,000.00 88.000 8,800 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 17,955.00 0.000 0 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 944.00 0.000 0 118 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 3,440.00 0.000 0 119 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 368.00 0.000 0 (BROKEN 12-3) 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 76.00 0.000 0 (BROKEN 17-7) 121 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,830.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A6204 TIME 12:11 PM ESTIMATE NO. 009 BID OPENING 11/06/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 12/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 280,017.28 4,177,641.87 ADJUSTMENT OF COMPENSATION 0.00 31,667.45 EXTRA WORK 0.00 165,215.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 280,017.28 4,374,524.41 122 MOBILIZATION LS 604,000.0000 604,000.00 1.000 604,000 ORIGINAL CONTRACT AMOUNT 6,790,317.85 TOTAL WORK COMPLETED 280,017.28 4,978,524.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 280,017.28 4,978,524.41 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 02/21/14 180 00/00/00 04/17/14 02/19/14 112 23 0 0 69% 62% PROGRESS IS SATISFACTORY AQUINO, NOEL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/14