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 06/19/17 EST. NO. 015 TIME 01:00 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- 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 0097 9,818.51 E.W. @ F.A.(+) 011617 N 0254.1 0104 14,231.63 031717 N 0280.0 0105 11,203.22 032017 N 0281.0 0106 754.55 032317 N 0282.0 0107 5,084.37 032917 N 0284.0 0108 2,765.05 033017 N 0285.0 0109 10,956.89 033017 N 0287.0 0110 739.81 051717 N 0315.0 0111 6,529.89 051717 N 0316.0 0112 1,171.50 041017 N 0317.0 0113 1,624.17 041317 N 0318.0 0114 3,292.38 041917 N 0319.0 0115 2,086.53 042017 N 0320.0 0116 13,106.79 042117 N 0321.0 0117 2,485.59 052317 N 0322.0 004 0042 744.19 E.W. @ F.A.(+) 041917 N 0323.0 0043 1,466.84 042017 N 0324.0 0044 923.86 042517 N 0325.0 007 0007 25,695.72 E.W. @ F.A.(+) 013117 N 0243.0 0019 2,177.62 031617 N 0304.0 0020 333.59 041817 N 0309.0 0021 2,567.83 042017 N 0312.0 0022 2,495.97 031717 N 0305.0 0023 789.32 041317 N 0307.0 0024 887.98 041917 N 0310.0 0025 2,436.67 041917 N 0311.0 0026 1,427.15 041317 N 0306.0 0027 1,278.86 042117 N 0313.0 0028 6,268.91 031517 N 0303.0 0029 2,750.00 022317 N 0314.0 0030 25,731.08 041417 N 0308.0 0031 998.54 022817 N 0328.0 016 0001 44,242.69 E.W. @ L.S.(+) 061317 N CR09 0 018 0040 6,594.95 E.W. @ F.A.(+) 121916 N 321741 023 0018 106.61 E.W. @ F.A.(+) 031717 N 0272.1 026 0001 42,016.27 E.W. @ L.S.(+) 061317 N CR12 0 027 0001 107,131.76 E.W. @ L.S.(+) 061317 N CR15.2 036 0001 72,795.89 E.W. @ L.S.(+) 061317 N CR21 0 037 0007 90.98 E.W. @ F.A.(+) 041117 N 0330.0 0008 186.81 041117 N 0331.0 0009 768.49 041117 N 0329.1 038 0004 2,467.19 E.W. @ F.A.(+) 041317 N 0326.0 0005 2,278.17 041417 N 0327.0 041 0001 1,896.43 E.W. @ F.A.(+) 033117 N 0332.0 0002 10,344.00 040317 N 0333.0 0003 2,456.32 040317 N 0334.0 0004 260.34 040417 N 0335.0 0005 5,852.75 040417 N 0336.0 0006 8,436.21 040517 N 0337.0 0007 281.21 040517 N 0338.0 0008 621.63 040617 N 0339.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/19/17 EST. NO. 015 TIME 01:00 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 7,559.02 041017 N 0340.0 0010 742.68 041317 N 0341.0 481,955.41 TOTAL THIS ESTIMATE 1,942,009.91 TOTAL PREVIOUS ESTIMATE 2,423,965.32 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 06/19/17 EST. NO. 015 TIME 01:00 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECT CIDH PILES -4,000.00 008 REJECT CIDH PILES -4,000.00 011 LATE LANE CLOSUR PLC -2,500.00 013 0.00 -10,500.00 TOTAL DEDUCTIONS 0.00 -10,500.00 PROGRAM CAS145 PAGE 1 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 LOCATION PROGRESS ESTIMATE 04-ALA-880-2.9/27.3 ----------------- BAY CITIES PAVING & GRADING, IN ALAMEDA COUNTY, IN FREMONT, INC. UNION CITY, HAYWARD, SAN LEANDRO, DAVID NOTT AND OAKLAND, FROM 0.4 MILES SOUTH 1450 CIVIC CT #400 BLDG B OF FREMONT BOULEVARD OVERCROSSING CONCORD CA 94520 TO 0.3 MILES SOUTH OF HIGH STREET FED. AID NO. HSNH-PI ( ) ,880-1 (74)E INSTALL MEDIAN CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,887.5000 2,887.50 1.000 2,887 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,413.0000 5,413.00 0.500 2,706 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,845.0000 1,051,650.00 20.000 36,900.00 240.000 442,800 004 CONSTRUCTION AREA SIGNS LS 20,475.0000 20,475.00 0.650 13,308 005 TRAFFIC CONTROL SYSTEM LS 1,223,500.0000 1,223,500.00 0.035 42,822.50 0.424 518,764 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.1000 88,830.00 30,179.000 63,375 007 CHANNELIZER (SURFACE MOUNTED) (LS) LS 11,235.0000 11,235.00 0.610 6,853 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 34,771.0000 34,771.00 0.338 11,752 009 TEMPORARY RAILING (TYPE K) (LS) LS 1,824,000.0000 1,824,000.00 0.740 1,349,760 010 TEMPORARY CRASH CUSHION MODULE (LS) LS 35,280.0000 35,280.00 0.500 17,640 011 TEMPORARY ALTERNATIVE CRASH CUSHION LS 31,813.0000 31,813.00 0.800 25,450 012 JOB SITE MANAGEMENT LS 73,696.0000 73,696.00 0.086 6,337.86 0.486 35,816 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 656.2500 656.25 0.600 393 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0900 4,796.00 0.024 0.03 0.024 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 142.0500 42,615.00 100.000 14,205 016 TEMPORARY FIBER ROLL LF 2.7100 4,878.00 700.000 1,897 017 TEMPORARY GRAVEL BAG BERM LF 14.7300 1,473.00 0.000 0 018 TEMPORARY SILT FENCE LF 3.3100 5,958.00 3,243.000 10,734 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,945.0000 14,725.00 3.000 8,835 020 STREET SWEEPING LS 19,140.0000 19,140.00 0.039 746.46 0.424 8,115 021 TEMPORARY DEWATERING AND NON-STORM WATER LS 12,079.0000 12,079.00 0.160 1,932.64 0.730 8,817 DISCHARGE CONTROL SYSTEM 022 TEMPORARY CONCRETE WASHOUT LS 15,750.0000 15,750.00 0.036 567.00 0.416 6,552 PROGRAM CAS145 PAGE 2 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FENCE (TYPE ESA) LF 2.4000 45,120.00 9,591.000 23,018 024 TREATED WOOD WASTE LB 0.2600 2,834.00 20,740.000 5,392 025 NOISE MONITORING LS 250.0000 250.00 0.000 0 026 REMOVE GUARDRAIL LF 5.2500 3,412.50 150.000 787.50 650.000 3,412 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 13,746.00 9,775.000 7,722 028 REMOVE PAVEMENT MARKER EA 1.0500 14,070.00 6,899.000 7,243 029 REMOVE ROADSIDE SIGN EA 105.0000 9,240.00 9.000 945.00 76.000 7,980 030 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,675.0000 3,675.00 0.000 0 031 REMOVE SIGN STRUCTURE (EA) EA 5,775.0000 51,975.00 8.000 46,200 032 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 525.0000 525.00 0.000 0 PANEL FRAME 033 REMOVE ASPHALT CONCRETE DIKE LF 32.0000 6,400.00 0.000 0 034 REMOVE CULVERT (LF) LF 92.2500 167,895.00 695.000 64,113 035 MODIFY INLET TO MANHOLE EA 1,850.0000 1,850.00 0.500 925 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 30,888.00 4,672.000 30,835 037 REMOVE CONCRETE BARRIER LF 23.0000 2,691,000.00 11,637.000 267,651.00 94,861.000 2,181,803 038 BRIDGE REMOVAL (PORTION), LOCATION A LS 2,608.2000 2,608.20 1.000 2,608 039 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,550.0500 3,550.05 1.000 3,550 040 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,240.5500 5,240.55 1.000 5,240 041 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,550.0500 3,550.05 1.000 3,550 042 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,796.0000 5,796.00 1.000 5,796 043 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,586.0000 5,586.00 1.000 5,586 044 BRIDGE REMOVAL (PORTION), LOCATION G LS 6,423.9000 6,423.90 1.000 6,423 045 BRIDGE REMOVAL (PORTION), LOCATION H LS 2,390.8500 2,390.85 1.000 2,390 046 BRIDGE REMOVAL (PORTION), LOCATION I LS 4,660.9500 4,660.95 1.000 4,660 047 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,415.0000 2,415.00 1.000 2,415 048 BRIDGE REMOVAL (PORTION), LOCATION K LS 2,125.2000 2,125.20 1.000 2,125.20 1.000 2,125 049 BRIDGE REMOVAL (PORTION), LOCATION L LS 1,207.5000 1,207.50 1.000 1,207.50 1.000 1,207 PROGRAM CAS145 PAGE 3 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION M LS 845.2500 845.25 0.000 0 051 DEVELOP WATER SUPPLY LS 22,440.0000 22,440.00 0.039 875.16 0.424 9,514 052 STRUCTURE BACKFILL (SLURRY CEMENT) CY 344.7500 137,900.00 423.110 145,867 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8600 2,838.00 0.000 0 054 FIBER ROLLS LF 3.6900 4,870.80 0.000 0 055 COMPOST SQFT 0.5500 27,500.00 0.000 0 056 HOT MIX ASPHALT (TYPE A) TON 284.0000 48,280.00 -21.850 -6,205.40 1,276.630 362,562 057 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 161.2500 738,525.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 18.2500 1,368.75 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.2500 2,372.50 0.000 0 060 TACK COAT TON 1,000.0000 7,000.00 2.440 2,440 061 24" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 210.0000 787,500.00 192.500 40,425.00 2,160.000 453,600 (LIGHT FOUNDATION) 062 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 311,272.50 26.670 75,469 PILE (SIGN FOUNDATION) 063 48" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 2,773,155.00 46.500 131,583.38 416.000 1,177,176 PILE (SIGN FOUNDATION) 064 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,934.7500 5,634,720.00 163.500 479,831.63 1,635.500 4,799,783 PILE (SIGN FOUNDATION) 065 MINOR CONCRETE CY 382.5000 72,675.00 161.520 61,781 066 MINOR CONCRETE (MINOR STRUCTURE) CY 2,353.0000 155,298.00 40.900 96,237 (F) 067 CONCRETE SURFACE TEXTURE SQFT 11.7600 94,432.80 -495.000 -5,821.20 4,317.500 50,773 068 STRUCTURAL STEEL LB 2.8400 257,644.80 2,520.000 7,156.80 70,350.000 199,794 (F) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8400 606,737.60 16,800.000 47,712 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3700 79,046.80 1,680.000 621 (F) 071 METAL (BARRIER MOUNTED SIGN) LB 12.6000 158,760.00 9,350.000 117,810 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 5,775.00 13.000 1,365 METHOD) 073 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 23.0500 6,684.50 0.000 0 074 FURNISH LAMINATED PANEL SIGN SQFT 30.4500 95,004.00 0.000 0 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5100 23,062.10 1,805.000 15,360 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5900 38,353.80 1,805.000 11,894 077 PREPARE AND PAINT CONCRETE SQFT 42.0000 26,460.00 71.680 3,010.56 432.840 18,179 078 PREPARE AND STAIN CONCRETE SQFT 14.8100 118,924.30 -495.000 -7,330.95 4,317.500 63,942 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 18" ALTERNATIVE PIPE CULVERT LF 177.5000 131,350.00 585.000 103,837 082 21" ALTERNATIVE PIPE CULVERT LF 180.0000 30,600.00 146.000 26,280 083 24" ALTERNATIVE PIPE CULVERT LF 191.0000 32,470.00 20.000 3,820 084 18" ALTERNATIVE SLOTTED PIPE LF 263.7500 26,375.00 0.000 0 085 18" SLOTTED CORRUGATED STEEL PIPE LF 192.5000 177,100.00 294.000 56,595 (.064" THICK) 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 MISCELLANEOUS IRON AND STEEL LB 2.7500 35,574.00 7,827.000 21,524 (F) 088 CONCRETE BARRIER MARKER EA 31.5000 167,265.00 445.000 14,017.50 3,781.000 119,101 089 GUARD RAILING DELINEATOR EA 26.2500 1,102.50 0.000 0 090 OBJECT MARKER (TYPE L-1) EA 42.0000 294.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.2500 18,900.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.9500 47,281.50 0.000 0 093 CONCRETE BARRIER (TRANSITION) LF 306.6000 10,731.00 0.000 0 094 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 0.000 0 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 7,350.00 0.000 0 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 6,300.00 0.000 0 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,887.5000 14,437.50 0.000 0 098 CONCRETE BARRIER (TYPE 60C MOD CHP) LF 264.6000 111,132.00 412.000 109,015 099 CONCRETE BARRIER (TYPE 60G MOD SPECIAL LF 437.8500 232,060.50 210.000 91,948 SIGN 1) 100 CONCRETE BARRIER (TYPE 60 MOD CHP) LF 406.3500 22,755.60 56.000 22,755 101 CONCRETE BARRIER (TYPE 60C MOD) LF 383.2500 99,645.00 0.000 0 102 CONCRETE BARRIER (TYPE 60G MOD) LF 282.4500 2,293,494.00 3,964.000 1,119,631 PROGRAM CAS145 PAGE 5 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 60P MOD) LF 473.5500 22,730.40 48.000 22,730 104 CONCRETE BARRIER (TYPE 60) LF 89.2500 122,272.50 1,235.000 110,223 105 CONCRETE BARRIER (TYPE 60C) LF 113.4000 138,348.00 1,212.000 137,440 106 CONCRETE BARRIER (TYPE 60G) LF 113.4000 8,924,580.00 53,812.000 6,102,280 107 CONCRETE BARRIER (TYPE 60GC) LF 134.4000 1,208,256.00 8,631.000 1,160,006 108 CONCRETE BARRIER (TYPE 60GE) LF 338.1000 3,056,424.00 5,904.000 1,996,142 109 CONCRETE BARRIER (TYPE 60GE MOD) LF 369.6000 225,456.00 277.000 102,379 110 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 595.3500 220,279.50 0.000 0 TRANSITION) 111 CONCRETE BARRIER (TYPE 60GP) LF 241.5000 202,860.00 684.000 165,186 112 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 509.2500 809,707.50 48.000 24,444 CLOSURE) 113 CONCRETE BARRIER (TYPE 60 MOD) LF 290.8500 81,438.00 256.000 74,457 114 CONCRETE BARRIER (TYPE 60 GCP) LF 362.2500 21,735.00 108.000 39,123 115 CONCRETE BARRIER (TYPE 60GC MOD) LF 305.5500 391,104.00 320.000 97,776 116 CONCRETE BARRIER (TYPE 60GE HGBR) LF 675.1500 391,587.00 0.000 0 117 CONCRETE BARRIER (TYPE 60SD MOD) LF 701.4000 32,965.80 48.000 33,667.20 48.000 33,667 118 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 142.8000 273,462.00 1,005.000 143,514 119 CONCRETE BARRIER (TYPE 60GA MODIFIED 2) LF 229.9500 11,497.50 0.000 0 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 31,429.00 0.000 0 (BROKEN 36-12) 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 30,681.00 4,054.000 12,770 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 14,826.00 1,704.000 7,156 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.110 577.50 0.650 3,412 SYSTEM ELEMENTS DURING CONSTRUCTION 124 LIGHTING AND SIGN ILLUMINATION LS 2,100,000.0000 2,100,000.00 0.020 42,000.00 0.280 588,000 125 TOLLING SYSTEM INFRASTRUCTURE LS 2,100,000.0000 2,100,000.00 0.070 147,000.00 0.870 1,827,000 126 TRAFFIC OPERATIONS SYSTEM LS 1,470,000.0000 1,470,000.00 0.110 161,700.00 0.580 852,600 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 ABANDON CULVERT (LF) LF 25.3000 8,349.00 90.000 2,277 129 SAND BACKFILL CY 240.0000 2,400.00 5.890 1,413 PROGRAM CAS145 PAGE 6 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CONCRETE BACKFILL (PIPE TRENCH) CY 270.0000 16,200.00 17.300 4,671 (F) 131 CONCRETE BARRIER (TYPE 60G MOD 2) LF 514.5000 298,410.00 0.000 0 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 BRIDGE REMOVAL (PORTION), LOCATION N LS 1,593.9000 1,593.90 0.000 0 134 BRIDGE REMOVAL (PORTION), LOCATION O LS 4,105.5000 4,105.50 0.000 0 135 BRIDGE REMOVAL (PORTION), LOCATION P LS 2,221.8000 2,221.80 0.000 0 136 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 262.5000 15,487.50 29.340 7,701 (LIGHT FOUNDATION) 137 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 151.2000 25,704.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 01:00 PM ESTIMATE NO. 015 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 06/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,404,509.87 27,877,635.92 ADJUSTMENT OF COMPENSATION 0.00 1,006,031.94 EXTRA WORK 481,955.41 1,417,933.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,886,465.28 30,301,601.24 138 MOBILIZATION LS 4,307,275.0000 4,307,275.00 1.000 4,307,275 ORIGINAL CONTRACT AMOUNT 49,896,755.50 TOTAL WORK COMPLETED 1,886,465.28 34,608,876.24 MATERIALS ON HAND ON SITE 376,513.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,500.00 TOTAL 1,886,465.28 34,974,889.75 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 03/29/16 570 04/14/16 04/14/16 10/29/18 240 55 0 0 64% 42% PROGRESS IS SATISFACTORY SINGH, BAHADUR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/17