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 10/21/19 EST. NO. 008 TIME 02:09 PM R.E. NAME: NGO, HUNG 04-4G1134 --------------------------------------------------------------------------- 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 0025 482.82 E.W. @ F.A.(+) 060719 N 0024.0 0026 262.34 061719 N 0029.0 0027 495.71 072219 N 0031.0 0028 350.80 080719 N 0032.0 0029 400.55 090419 N 0061.0 002 0005 1,734.62 E.W. @ F.A.(+) 082319 N 0058.0 007 0006 948.18 E.W. @ F.A.(+) 080919 N 0037.0 009 0007 15,149.42 E.W. @ F.A.(+) 043019 N 62 0 0008 483.85 083019 N 0060.0 010 0001 1,916.62 E.W. @ F.A.(+) 060519 N 0070.0 0002 3,636.25 090619 N 0072.0 0003 3,574.67 090519 N 0073.0 0004 2,631.86 091219 N 0074.0 011 0007 18,247.36 E.W. @ F.A.(+) 071619 N 0035.0 012 0001 1,326.12 E.W. @ F.A.(+) 090619 N 0063.0 0002 827.97 091219 N 0064.0 0003 3,233.14 090619 N 0066.0 0004 4,076.11 090919 N 0067.0 0005 6,295.73 091219 N 0068.0 0006 5,695.84 091319 N 0069.0 71,769.96 TOTAL THIS ESTIMATE 38,037.63 TOTAL PREVIOUS ESTIMATE 109,807.59 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 10/21/19 EST. NO. 008 TIME 02:09 PM R.E. NAME: NGO, HUNG 04-4G1134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-680-M0.0/R21.9 ----------------------- BAY CITIES PAVING & GRADING, IN AND NEAR FREMONT, PLEASANTON, INC. AND DUBLIN, FROM 0.3 MILE SOUTH OF 1450 CIVIC COURT BLDG B #400 SCOTT CREEK ROAD TO 0.3 MILE NORTH CONCORD CA 94520 OF ALCOSTA BOULEVARD. ____ FED. AID NO. B1IM-680 -1(83)E INSTALL RAMP METERS, RAMP HIGH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 1.000 4,200 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,700.0000 11,700.00 0.250 2,925.00 0.750 8,775 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,270.0000 279,400.00 20.000 25,400.00 120.000 152,400 004 CONSTRUCTION AREA SIGNS LS 21,600.0000 21,600.00 0.700 15,120 005 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.100 23,000.00 0.600 138,000 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 16.6000 6,308.00 198.000 3,286 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.3000 37,686.00 6,029.000 19,895 008 CHANNELIZER (SURFACE MOUNTED) EA 38.7500 2,441.25 112.000 4,340 009 TEMPORARY PAVEMENT MARKER EA 11.0000 2,200.00 94.000 1,034 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 11,825.0000 11,825.00 0.100 1,182.50 0.600 7,095 011 TEMPORARY RAILING (TYPE K) LF 12.2500 102,900.00 7,240.000 88,690 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 15,000.00 1.000 5,000 013 TEMPORARY CRASH CUSHION MODULE EA 220.0000 52,800.00 221.000 48,620 014 JOB SITE MANAGEMENT LS 44,400.0000 44,400.00 0.100 4,440.00 0.600 26,640 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,100.0000 3,100.00 0.750 2,325 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 26,500.00 2.000 1,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 415.0000 10,790.00 1.000 415 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 019 TEMPORARY COVER SQYD 5.5500 6,937.50 158.000 876 020 TEMPORARY CHECK DAM LF 11.0000 1,650.00 9.000 99 021 TEMPORARY DRAINAGE INLET PROTECTION EA 221.0000 3,094.00 20.000 4,420 022 TEMPORARY FIBER ROLL LF 3.0000 2,280.00 80.000 240.00 220.000 660 PROGRAM CAS145 PAGE 2 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 5.5500 22,200.00 2,991.000 16,600 024 TEMPORARY SILT FENCE LF 3.0000 11,820.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 2.000 7,400 026 STREET SWEEPING LS 13,700.0000 13,700.00 0.100 1,370.00 0.600 8,220 027 TEMPORARY ACTIVE TREATMENT SYSTEM LS 1,000.0000 1,000.00 0.000 0 028 TEMPORARY CONCRETE WASHOUT LS 27,000.0000 27,000.00 0.700 18,900 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 13.3000 23,275.00 1,703.000 22,649 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.2500 4,500.00 0.000 0 031 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 16,500.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 55,000.0000 55,000.00 0.900 49,500 033 ROADWAY EXCAVATION CY 26.5000 347,150.00 11,933.600 316,240 034 ROADWAY EXCAVATION (TYPE Z-2) CY 226.0000 158,200.00 461.000 104,186 (AERIALLY DEPOSITED LEAD) 035 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 56,200.00 562.000 56,200 (F) 036 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 95.0000 18,715.00 197.000 18,715 (F) 037 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 392.0000 227,360.00 580.000 227,360 (F) 038 LEAN CONCRETE BACKFILL CY 572.0000 77,792.00 136.000 77,792 (F) 039 CONTROL AND NEUTRAL CONDUCTORS LS 1,100.0000 1,100.00 0.000 0 040 3" PLASTIC PIPE (CLASS 315) LF 9.0000 900.00 100.000 900 (SUPPLY LINE) 041 8" CORRUGATED HIGH DENSITY LF 84.0000 7,728.00 92.000 7,728 POLYETHYLENE PIPE CONDUIT 042 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 4,400.00 1.000 1,100.00 1.000 1,100 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.1000 3,740.00 0.000 0 044 HYDROMULCH SQFT 0.1000 5,520.00 19,600.000 1,960.00 19,600.000 1,960 045 FIBER ROLLS LF 3.5500 9,940.00 1,320.000 4,686.00 1,320.000 4,686 046 HYDROSEED SQFT 0.2000 11,040.00 19,600.000 3,920.00 19,600.000 3,920 047 COMPOST (CY) CY 55.5000 6,660.00 0.000 0 048 INCORPORATE MATERIALS SQFT 0.1000 3,840.00 0.000 0 049 CLASS 2 AGGREGATE SUBBASE CY 61.5000 105,165.00 1,710.000 105,165 PROGRAM CAS145 PAGE 3 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 66.0000 153,780.00 1,832.000 120,912 051 PRIME COAT TON 1,265.0000 12,650.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 107.2500 190,905.00 53.920 5,782.92 1,115.900 119,680 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 172.0000 189,200.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 480.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 4,950.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 46.0000 3,450.00 0.000 0 057 PLACE HOT MIX ASPHALT SQYD 111.0000 1,665.00 15.000 1,665.00 15.000 1,665 (MISCELLANEOUS AREA) 058 TACK COAT TON 1,150.0000 12,650.00 0.680 782 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2000 28,184.00 0.000 0 060 STEEL SOLDIER PILE (W 14 X 38) LF 75.0000 77,700.00 1,036.000 77,700 061 STEEL SOLDIER PILE (W 14 X 43) LF 56.0000 89,544.00 1,599.000 89,544 062 STEEL SOLDIER PILE (W 14 X 48) LF 54.2500 5,696.25 105.000 5,696 063 STEEL SOLDIER PILE (W 14 X 61) LF 66.0000 59,004.00 894.000 59,004 064 STEEL SOLDIER PILE (W 14 X 68) LF 71.0000 10,366.00 146.000 10,366 065 STEEL SOLDIER PILE (W 14 X 211) LF 199.0000 347,852.00 1,748.000 347,852 066 24" DRILLED HOLE LF 80.0000 266,800.00 3,335.000 266,800 067 30" DRILLED HOLE LF 90.0000 154,800.00 1,720.000 154,800 068 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 75,000.00 50.000 75,000 PILE (SIGN FOUNDATION) 069 STRUCTURAL CONCRETE, BARRIER SLAB CY 830.0000 381,800.00 245.000 203,350.00 245.000 203,350 (F) 070 STRUCTURAL CONCRETE, FASCIA CY 1,218.0000 438,480.00 360.000 438,480 (F) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,150.0000 98,910.00 30.450 95,917 (F) 072 MINOR CONCRETE (BACKFILL) CY 500.0000 3,600.00 7.200 3,600 (F) 073 CONCRETE SURFACE TEXTURE (CRACKED SQFT 12.0000 132,000.00 3,000.000 36,000 (F) LIMESTONE) 074 BAR REINFORCING STEEL (FASCIA) LB 2.2000 95,660.40 43,482.000 95,660 (F) 075 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 137,985.00 27,597.000 137,985.00 27,597.000 137,985 (F) 076 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 9,658.95 27,597.000 9,658.95 27,597.000 9,658 (F) PROGRAM CAS145 PAGE 4 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TIMBER LAGGING MFBM 4,540.0000 231,540.00 51.000 231,540 (F) 078 CLEAN AND PAINT STEEL SOLDIER PILING LS 215,000.0000 215,000.00 1.000 215,000 079 18" ALTERNATIVE PIPE CULVERT LF 135.0000 109,350.00 810.000 109,350 080 18" REINFORCED CONCRETE PIPE LF 230.0000 41,400.00 180.000 41,400 081 12" CORRUGATED STEEL PIPE (.064" THICK) LF 144.0000 1,440.00 10.000 1,440.00 10.000 1,440 082 18" CORRUGATED STEEL PIPE (.109" THICK) LF 164.0000 9,512.00 20.000 3,280 083 INLET DEPRESSION EA 1,350.0000 10,800.00 0.000 0 084 ABANDON CULVERT (LF) LF 110.0000 9,350.00 85.000 9,350 085 REMOVE CULVERT (LF) LF 49.0000 5,880.00 120.000 5,880 086 REMOVE INLET EA 660.0000 6,600.00 10.000 6,600 087 CONCRETE (GUTTER LINING) CY 2,620.0000 28,820.00 0.000 0 088 MINOR CONCRETE (CURB) (CY) CY 940.0000 19,740.00 0.000 0 089 MINOR CONCRETE (GUTTER) (LF) LF 53.0000 30,263.00 491.000 26,023.00 491.000 26,023 090 MINOR CONCRETE (GUTTER MODIFIED) (LF) LF 120.0000 1,080.00 0.000 0 091 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 8.0000 37,600.00 0.000 0 092 REMOVE CONCRETE CY 57.0000 13,110.00 245.890 14,015 (CURB, GUTTER, AND SIDEWALK) (CY) 093 MISCELLANEOUS IRON AND STEEL LB 1.5500 9,726.25 5,949.000 9,220 (F) 094 DELINEATOR (CLASS 1) EA 44.0000 616.00 0.000 0 095 GUARD RAILING DELINEATOR EA 33.0000 1,023.00 0.000 0 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 1,320.00 0.000 0 097 OBJECT MARKER (TYPE L-1) EA 50.0000 250.00 0.000 0 098 REMOVE ROADSIDE SIGN EA 111.0000 1,221.00 0.000 0 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,980.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,920.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 101 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,800.00 0.000 0 102 ROADSIDE SIGN - ONE POST EA 305.0000 3,355.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ROADSIDE SIGN - TWO POST EA 415.0000 415.00 0.000 0 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 111.0000 888.00 0.000 0 METHOD) 105 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 111.0000 444.00 0.000 0 106 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 40.0000 20,800.00 187.500 7,500.00 187.500 7,500 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0000 28,880.00 140.000 10,640.00 140.000 10,640 108 CABLE RAILING LF 40.0000 23,080.00 392.000 15,680.00 392.000 15,680 (F) 109 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,170.0000 10,850.00 2.000 4,340.00 2.000 4,340 110 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,985.0000 14,955.00 1.000 4,985.00 1.000 4,985 111 CONCRETE BARRIER (TYPE 60M) LF 293.0000 24,905.00 85.000 24,905 112 CONCRETE BARRIER (TYPE 60MC) LF 540.0000 64,800.00 0.000 0 113 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 161.0000 93,702.00 403.000 64,883 114 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 163.0000 146,863.00 0.000 0 (F) 115 REMOVE GUARDRAIL LF 9.0000 8,280.00 920.000 8,280 116 THERMOPLASTIC PAVEMENT MARKING SQFT 13.3000 7,581.00 0.000 0 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 118 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 1,980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 119 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.6000 24,976.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 120 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 10,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,660.0000 1,660.00 0.250 415.00 0.750 1,245 SYSTEM ELEMENTS DURING CONSTRUCTION 122 TRAFFIC MONITORING STATION SYSTEM LS 1,225,000.0000 1,225,000.00 0.030 36,750.00 0.381 466,725 123 CHANGEABLE MESSAGE SIGN SYSTEM LS 315,000.0000 315,000.00 0.001 315 124 CLOSED CIRCUIT TELEVISION SYSTEM LS 720,000.0000 720,000.00 0.152 109,440.00 0.383 275,760 125 TEMPORARY LIGHTING SYSTEM LS 87,000.0000 87,000.00 0.050 4,350.00 0.950 82,650 126 TEMPORARY RAMP METERING LS 62,000.0000 62,000.00 0.183 11,346.00 0.900 55,800 127 MODIFYING EXISTING ELECTRICAL SYSTEM LS 500,000.0000 500,000.00 0.131 65,500.00 0.416 208,000 PROGRAM CAS145 PAGE 6 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1134 TIME 02:09 PM ESTIMATE NO. 008 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 727,074.37 5,839,375.81 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 71,769.96 109,807.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 798,844.33 5,949,183.40 128 MOBILIZATION LS 1,025,000.0000 1,025,000.00 1.000 1,025,000 ORIGINAL CONTRACT AMOUNT 10,305,882.60 TOTAL WORK COMPLETED 798,844.33 6,974,183.40 MATERIALS ON HAND ON SITE -14,300.93 104,819.07 DEDUCTIONS 0.00 0.00 TOTAL 784,543.40 7,079,002.47 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 12/27/18 220 02/21/19 02/21/19 03/30/19 120 49 0 0 66% 55% PROGRESS IS SATISFACTORY NGO, HUNG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/19