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 01/27/15 EST. NO. 025 TIME 10:40 AM R.E. NAME: SINGH, BAHADUR 04-3A9214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0006 123,114.99 E.W. @ L.S.(+) 012015 N 0006 0 030 0003 2,689.45 E.W. @ F.A.(+) 061714 N 0590.0 0005 12,064.35 061914 N 0592.0 031 0003 1,721.53 E.W. @ F.A.(+) 091514 N 0649.0 043 0001 6,868.54 E.W. @ F.A.(+) 110113 N 0321.0 0002 8,942.74 110413 N 0322.0 0003 6,616.99 110513 N 0323.0 0014 1,394.33 042114 N 0454.0 0015 3,508.55 052914 N 0497.0 056 0001 3,513.76 E.W. @ F.A.(+) 060214 N 0549.1 0003 10,630.78 071614 N 0625.0 181,066.01 TOTAL THIS ESTIMATE 2,264,626.27 TOTAL PREVIOUS ESTIMATE 2,445,692.28 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 01/27/15 EST. NO. 025 TIME 10:40 AM R.E. NAME: SINGH, BAHADUR 04-3A9214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-22.6/24.0 ----------------------- RGW CONSTRUCTION, INC. IN ALAMEDA COUNTY IN SAN LEANDRO 550 GREENVILLE ROAD FROM 0.4 MILE SOUTH OF MARINA BLVD. LIVERMORE, CA 94550 OVERCROSSING TO 0.3 MILE NORTH OF ROUTE 112/880 SEPARATION FED. AID NO. N O N E WIDEN FREEWAY, REPLACE OVERCROSSING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.750 2,250 002 SURVEY OF EXISTING NON-HIGHWAY LS 10,000.0000 10,000.00 0.500 5,000 FACILITIES 003 TEMPORARY FENCE (CL-6) LF 9.0000 4,680.00 400.000 3,600 (VISIBILTY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 5,640.00 969.000 5,814 005 TEMPORARY FENCE (TYPE ESA) LF 3.5000 2,695.00 772.000 2,702 006 12" TEMPORARY CULVERT LF 70.0000 5,670.00 81.000 5,670 007 18" TEMPORARY CULVERT LF 38.0000 22,420.00 555.500 21,109 008 24" TEMPORARY CULVERT LF 73.0000 16,060.00 230.000 16,790 009 36" TEMPORARY CULVERT LF 235.0000 11,280.00 70.000 16,450 010 PARTIAL INLET WITH TEMPORARY COVER EA 1,100.0000 8,800.00 4.000 4,400 011 TEMPORARY ACTIVE TREATMENT SYSTEM LS 5,000.0000 5,000.00 0.500 2,500 012 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.033 1,980.00 0.783 46,980 013 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.013 65.00 0.767 3,835 PREVENTION PLAN 014 TEMPORARY FIBER ROLL LF 3.5000 63,350.00 575.000 2,012.50 14,479.000 50,676 015 TEMPORARY SILT FENCE LF 2.8800 53,568.00 150.000 432.00 2,722.000 7,839 016 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 30,000.00 1.000 1,000.00 24.000 24,000 017 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 29.000 87,000 018 TEMPORARY COVER SQYD 2.5000 5,250.00 7,442.000 18,605 019 MOVE-IN/MOVE-OUT EA 750.0000 6,000.00 1.000 750.00 10.000 7,500 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 23,000.00 1.000 100.00 144.000 14,400 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7100 49,558.00 9,520.000 6,759.20 86,269.150 61,251 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 50,000.0000 50,000.00 0.033 1,650.00 0.779 38,950 PROGRAM CAS145 PAGE 2 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 125.0000 10,000.00 22.000 2,750 024 STORM WATER ANNUAL REPORT EA 1,000.0000 4,000.00 2.000 2,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 650.0000 35,750.00 6.000 3,900 026 TIME-RELATED OVERHEAD (LS) LS 620,000.0000 620,000.00 0.033 20,460.00 0.782 484,840 027 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.478 71,700 028 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.746 223,800 029 TYPE II BARRICADE EA 55.0000 495.00 3.000 165 030 TYPE III BARRICADE EA 70.0000 1,400.00 28.000 1,960 031 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 38,500.00 257.000 6,425 032 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.746 29,840 033 TEMPORARY RAILING (TYPE K) LF 11.5000 560,050.00 40.000 460.00 45,320.000 521,180 034 TEMPORARY CRASH CUSHION MODULE EA 67.0000 52,260.00 473.000 31,691 035 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,650.0000 28,050.00 17.000 28,050 036 TEMPORARY RETAINING WALL SQFT 8.5000 226,950.00 14,956.000 127,126 037 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.8800 21,056.00 19,814.000 37,250 STRIPE (HAZARDOUS WASTE) 038 NOISE MONITORING LS 3,900.0000 3,900.00 1.000 3,900 039 ABANDON CULVERT LF 7.0000 32,690.00 3,173.000 22,211 040 ABANDON SEWER MANHOLE EA 2,100.0000 14,700.00 7.000 14,700 041 ABANDON SEWER PIPE LF 13.0000 21,450.00 1,650.000 21,450 042 REMOVE CHAIN LINK FENCE LF 5.0000 7,950.00 1,962.000 9,810 043 REMOVE METAL BEAM GUARD RAILING LF 6.0000 8,160.00 1,588.000 9,528 044 REMOVE FLARED END SECTION EA 300.0000 600.00 1.000 300 045 REMOVE PAINTED TRAFFIC STRIPE LF 0.5900 29,559.00 52,213.690 30,806 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 38,152.00 44,480.210 33,804 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 560.00 2,544.000 5,088 048 REMOVE PAVEMENT MARKER EA 1.5000 5,340.00 6,520.000 9,780 049 REMOVE ROADSIDE SIGN EA 105.0000 4,725.00 27.000 2,835 PROGRAM CAS145 PAGE 3 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000 051 REMOVE CULVERT LF 27.0000 132,030.00 3,625.000 97,875 052 REMOVE INLET EA 360.0000 32,760.00 70.000 25,200 053 REMOVE MANHOLE EA 1,500.0000 7,500.00 3.000 4,500 054 REMOVE SEWER PIPE LF 370.0000 8,880.00 24.000 8,880 055 REMOVE BASE AND SURFACING CY 13.7700 188,649.00 7,221.400 99,438 056 SALVAGE METAL BRIDGE RAILING LF 15.0000 8,475.00 565.000 8,475 057 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 12,000.00 0.000 0 058 RELOCATE ROADSIDE SIGN-TWO POST EA 335.0000 4,020.00 0.000 0 059 RELOCATE ROADSIDE SIGN EA 125.0000 1,000.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 060 ADJUST INLET EA 960.0000 5,760.00 1.000 960 061 ADJUST SEWER MANHOLE EA 2,300.0000 9,200.00 0.000 0 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 97,845.00 0.000 0 063 REMOVE CONCRETE CURB (LF) LF 4.0000 9,720.00 6,638.000 26,552 064 REMOVE CONCRETE GUTTER CY 64.0000 8,960.00 188.070 12,036 065 REMOVE CONCRETE (CURB AND GUTTER) LF 3.2500 26,715.00 9,063.000 29,454 066 REMOVE CONCRETE SIDEWALK SQFT 1.0000 28,100.00 21,674.000 21,674 067 REMOVE CONCRETE BARRIER LF 8.5000 22,270.00 2,235.000 18,997 068 REMOVE CONCRETE ISLAND SQFT 2.5000 19,600.00 9,784.000 24,460 069 REMOVE SOUND WALL SQYD 20.0000 12,800.00 320.000 6,400 070 CAP INLET EA 1,000.0000 24,000.00 20.000 20,000 071 CAP MANHOLE EA 975.0000 975.00 1.000 975 072 CLEANING, INSPECTING AND PREPARING CY 70.0000 12,600.00 180.000 12,600 HOST PIPE 073 18" CURED-IN-PLACE PIPELINER LF 89.0000 100,570.00 854.250 76,028 074 21" CURED-IN-PLACE PIPELINER LF 100.0000 113,000.00 854.250 85,425 075 REMOVE CRASH CUSHION EA 750.0000 750.00 4.000 3,000 076 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000 PROGRAM CAS145 PAGE 4 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 078 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 079 ROADWAY EXCAVATION CY 17.0000 1,071,000.00 65,712.900 1,117,119 080 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 58,820.00 2,558.000 43,486 (AERIALLY DEPOSITED LEAD) 081 LEAD COMPLIANCE PLAN LS 4,600.0000 4,600.00 1.000 4,600 082 ADL BURIAL LOCATION REPORT LS 7,000.0000 7,000.00 0.800 5,600 083 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 084 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 206,000.00 2,665.000 213,200 (F) 085 STRUCTURE EXCAVATION (TYPE D) CY 130.0000 65,000.00 500.000 65,000 (F) 086 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 329,350.00 8,176.000 286,160 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 240,000.00 2,400.000 240,000 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 211,620.00 6,200.000 186,000 (F) 089 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 31,440.00 483.000 28,980 (F) WALL) 090 SAND BACKFILL CY 2,000.0000 90,000.00 452.330 904,660 091 IMPORTED BORROW CY 2.0000 103,200.00 51,600.000 103,200 092 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.4000 18,192.00 7,580.000 18,192 093 SETTLEMENT MONITORING PROGRAM LS 10,000.0000 10,000.00 1.000 10,000 094 IMPORTED BIOFILTRATION SOIL CY 55.0000 11,000.00 0.000 0 095 IMPORTED TOPSOIL (CY) CY 55.0000 25,850.00 0.000 0 096 EROSION CONTROL (COMPOST BLANKET) CY 43.0000 67,510.00 30.000 1,290 097 FIBER ROLLS LF 2.7500 112,200.00 1,464.000 4,026 098 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 12,000.00 0.000 0 099 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 6,000.0000 72,000.00 0.000 0 100 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 70,560.00 13,000.000 5,200 (NETTING) 101 MAINTAIN EXISTING PLANTED AREAS LS 5,000.0000 5,000.00 0.000 0 102 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.000 0 103 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 0.580 43,500 PROGRAM CAS145 PAGE 5 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 WATER METER EA 78,000.0000 156,000.00 0.000 0 105 8" CORRUGATED HIGH DENSITY LF 20.0000 22,200.00 836.000 16,720 POLYETHYLENE PIPE CONDUIT 106 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.400 12,000 107 CLASS 4 AGGREGATE SUBBASE CY 28.0000 683,200.00 19,678.000 550,984 108 CLASS 3 AGGREGATE BASE CY 29.0000 333,500.00 7,875.310 228,383 109 ASPHALTIC EMULSION (CURING SEAL) TON 1,000.0000 5,100.00 0.000 0 110 LEAN CONCRETE BASE CY 151.0000 1,510,000.00 7,120.360 1,075,174 111 RAPID STRENGTH CONCRETE BASE CY 365.0000 383,250.00 0.000 0 112 ASPHALT TREATED PERMEABLE BASE CY 110.0000 177,100.00 375.000 41,250.00 1,716.580 188,823 113 HOT MIX ASPHALT TON 76.0000 4,294,000.00 3,405.480 258,816.48 41,270.580 3,136,564 114 HOT MIX ASPHALT (OPEN GRADED) TON 103.0000 469,680.00 0.000 0 115 HOT MIX ASPHALT (LEVELING) TON 84.0000 76,440.00 0.000 0 116 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.0000 302,760.00 711.010 82,477 117 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 650.0000 27,300.00 0.000 0 PAVEMENT INTERLAYER) 118 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3000 5,811.00 0.000 0 (PAVING MAT) 119 DATA CORE LS 7,200.0000 7,200.00 0.000 0 120 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 180.00 0.000 0 121 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 12,500.00 565.000 1,130 122 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 750.00 0.000 0 123 PLACE HOT MIX ASPHALT SQYD 10.5000 21,315.00 1,491.410 15,659 (MISCELLANEOUS AREA) 124 TACK COAT TON 100.0000 14,000.00 36.000 3,600 125 FURNISH 18" STEEL PIPE PILING LF 67.0000 128,975.00 1,925.000 128,975 126 DRIVE 18" STEEL PIPE PILE EA 3,200.0000 73,600.00 23.000 73,600 127 FURNISH PILING (CLASS 90) LF 38.0000 17,404.00 458.000 17,404 (ALTERNATIVE W) 128 DRIVE PILE (CLASS 90) EA 2,200.0000 15,400.00 7.000 15,400 (ALTERNATIVE W) 129 FURNISH PILING (CLASS 200) LF 59.0000 756,911.00 12,829.000 756,911 (ALTERNATIVE W) 130 DRIVE PILE (CLASS 200) EA 2,500.0000 400,000.00 160.000 400,000 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PILING (CLASS 200) LF 59.0000 377,836.00 6,404.000 377,836 (ALTERNATIVE W) (MODIFIED) 132 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 2,700.0000 245,700.00 91.000 245,700 (MODIFIED) 133 VIBRATION MONITORING LS 30,000.0000 30,000.00 1.000 30,000 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 325,000.0000 325,000.00 0.170 55,250.00 0.850 276,250 135 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 568,200.00 947.000 568,200 (F) 136 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 3,023,350.00 767.000 421,850.00 5,271.960 2,899,578 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 425.0000 1,335,775.00 2,887.000 1,226,975 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 248,500.00 249.000 124,500 (F) (TYPE N) 139 STRUCTURAL CONCRETE, BOX CULVERT CY 340.0000 60,180.00 177.000 60,180 (F) 140 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 459,000.00 361.400 325,260 (F) 141 MINOR CONCRETE (BACKFILL) CY 135.0000 190,350.00 299.500 40,432.50 999.700 134,959 142 FRACTURED FIN TEXTURE SQFT 16.0000 349,776.00 19,999.500 319,992 (F) 143 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 24.0000 47,952.00 1,998.000 47,952 144 SOUND WALL (MASONRY BLOCK) SQFT 24.0000 76,224.00 0.000 0 (F) 145 JOINT SEAL (MR 2") LF 75.0000 35,625.00 0.000 0 146 BAR REINFORCING STEEL (BRIDGE) LB 0.9400 1,648,807.00 210,486.000 197,856.84 1,694,513.740 1,592,842 (F) 147 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 233,847.00 214,800.000 214,800 (F) 148 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 20,319.00 20,319.000 20,319 (F) 149 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 47,180.00 6,740.000 47,180 WITH WALKWAY) 150 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.2000 1,348.00 6,740.000 1,348 WITH WALKWAY) 151 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 477,675.00 106,150.000 477,675 (F) 152 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 31,845.00 106,150.000 31,845 (F) 153 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 30,420.00 2,313.000 30,069 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 10,450.00 0.000 0 (0.063"-FRAMED) 155 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,950.0000 97,500.00 50.000 97,500 (SIGN FOUNDATION) 156 METAL (BARRIER MOUNTED SIGN) LB 27.0000 8,100.00 0.000 0 (F) 157 ROADSIDE SIGN - ONE POST EA 250.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 1,810.0000 7,240.00 0.000 0 159 INSTALL SIGN OVERLAY SQFT 26.0000 624.00 24.000 624 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 26.0000 13,000.00 0.000 0 161 INSTALL ROADSIDE SIGN PANEL ON EA 95.0000 665.00 0.000 0 EXISTING POST 162 12" ALTERNATIVE PIPE CULVERT LF 85.0000 425.00 27.000 2,295 163 18" ALTERNATIVE PIPE CULVERT LF 46.0000 345,920.00 4,862.000 223,652 164 21" ALTERNATIVE PIPE CULVERT LF 58.0000 3,132.00 57.000 3,306 165 24" ALTERNATIVE PIPE CULVERT LF 60.0000 208,800.00 3,209.000 192,540 166 30" ALTERNATIVE PIPE CULVERT LF 69.0000 69,690.00 673.000 46,437 167 36" REINFORCED CONCRETE PIPE LF 103.0000 25,750.00 250.000 25,750 168 42" REINFORCED CONCRETE PIPE LF 159.0000 87,450.00 352.000 55,968 169 48" REINFORCED CONCRETE PIPE LF 194.0000 9,118.00 47.000 9,118 170 60" REINFORCED CONCRETE PIPE LF 199.0000 101,490.00 404.000 80,396 171 JACKED 24" REINFORCED CONCRETE PIPE LF 362.0000 144,800.00 408.000 147,696 (CLASS II) 172 JACKED 36" REINFORCED CONCRETE PIPE LF 500.0000 75,000.00 152.000 76,000 (CLASS II) 173 JACKED 48" REINFORCED CONCRETE PIPE LF 470.0000 286,700.00 616.000 289,520 (CLASS II) 174 JACKED 60" REINFORCED CONCRETE PIPE LF 870.0000 104,400.00 120.000 104,400 (CLASS II) 175 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 22.0000 7,480.00 0.000 0 176 3" PLASTIC PIPE (EDGE DRAIN) LF 6.0000 31,920.00 1,567.000 9,402.00 4,996.000 29,976 177 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 31.0000 12,090.00 246.000 7,626.00 376.000 11,656 178 PERMEABLE MATERIAL (BLANKET) CY 73.0000 22,630.00 0.000 0 179 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 8,820.00 76.000 4,788 (.079" THICK) 180 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 69.0000 8,970.00 64.000 4,416 (.079" THICK) 181 ANCHOR ASSEMBLY EA 201.0000 2,010.00 6.000 1,206 182 DRAINAGE INLET MARKER EA 40.0000 1,400.00 0.000 0 183 GRATED LINE DRAIN LF 79.0000 63,990.00 465.000 36,735.00 465.000 36,735 184 10" WELDED STEEL PIPE CASING LF 45.0000 25,830.00 415.000 18,675 (BRIDGE) PROGRAM CAS145 PAGE 8 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 16" WELDED STEEL PIPE CASING (BRIDGE) LF 102.0000 34,170.00 0.000 0 186 18" WELDED STEEL PIPE CASING (BRIDGE) LF 95.0000 30,400.00 80.000 7,600.00 240.000 22,800 187 15" WELDED STEEL PIPE SPLIT CASING LF 240.0000 19,200.00 70.000 16,800 (.250" THICK) 188 12" WELDED STEEL PIPE (.105" THICK) LF 240.0000 12,000.00 50.000 12,000 189 16" WELDED STEEL PIPE CASING LF 175.0000 16,275.00 0.000 0 (.250" THICK) 190 18" ALTERNATIVE FLARED END SECTION EA 260.0000 4,420.00 0.000 0 191 24" ALTERNATIVE FLARED END SECTION EA 143.0000 143.00 0.000 0 192 JOINT TRENCH SYSTEM LS 560,000.0000 560,000.00 1.000 560,000 193 18" REINFORCED CONCRETE SEWER PIPE LF 390.0000 4,680.00 12.000 4,680 194 21" REINFORCED CONCRETE SEWER PIPE LF 375.0000 4,500.00 12.000 4,500 195 10" PVC SEWER PIPE LF 56.0000 62,160.00 0.000 0 196 SANITARY SEWER BYPASS RISER CONNECTION LS 12,000.0000 12,000.00 0.000 0 197 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 205.0000 6,765.00 12.000 2,460 198 SLOPE PAVING (CONCRETE) CY 565.0000 87,575.00 0.000 0 (F) 199 SLOPE PAVING (MASONRY BLOCK) SQFT 34.0000 104,618.00 0.000 0 (F) 200 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 720.00 8.600 51 201 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 506,250.00 150.000 56,250.00 305.000 114,375 CONSTRUCTION) 202 MINOR CONCRETE (TEXTURED PAVING) SQFT 8.0000 92,800.00 0.000 0 203 MISCELLANEOUS IRON AND STEEL LB 2.0000 117,264.00 36,411.000 72,822 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 51,345.00 3,803.400 34,230 (F) 205 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 35,100.00 1,834.000 27,510 206 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 23,850.00 1,483.000 22,245 207 16' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 0.000 0 208 SURVEY MONUMENT (TYPE D) EA 1,250.0000 7,500.00 0.000 0 209 DELINEATOR (CLASS 1) EA 35.0000 9,450.00 0.000 0 210 OBJECT MARKER (TYPE K-1) EA 40.0000 400.00 0.000 0 211 CONCRETE BARRIER MARKER EA 25.0000 250.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 METAL BEAM GUARD RAILING LF 42.0000 68,880.00 0.000 0 213 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 48,400.00 0.000 0 214 CHAIN LINK RAILING (TYPE 7) LF 51.0000 68,391.00 0.000 0 (F) 215 PEDESTRIAN BARRICADE EA 570.0000 6,270.00 0.000 0 216 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 100.0000 134,100.00 677.500 67,750 (F) 217 TRANSITION RAILING (TYPE WB) EA 2,900.0000 26,100.00 0.000 0 218 END CAP EA 35.0000 70.00 0.000 0 219 END ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 3,450.00 0.000 0 220 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,600.0000 23,400.00 0.000 0 221 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 0.000 0 222 CRASH CUSHION (TYPE CAT) EA 4,600.0000 9,200.00 0.000 0 223 CRASH CUSHION (TYPE CAT) BACKUP EA 150.0000 300.00 0.000 0 224 CRASH CUSHION (REACT 9CBB) EA 56,000.0000 56,000.00 0.000 0 225 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 155.0000 279,000.00 1,455.000 225,525 226 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 98.0000 180,320.00 2,005.000 196,490 227 CONCRETE BARRIER (TYPE 60) LF 195.0000 23,400.00 0.000 0 228 CONCRETE BARRIER (TYPE 60C) LF 190.0000 330,600.00 354.000 67,260 229 CONCRETE BARRIER (TYPE 60E) LF 390.0000 191,100.00 0.000 0 230 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 900.0000 5,400.00 6.000 5,400 231 CONCRETE BARRIER (TYPE 732A) LF 103.0000 92,700.00 900.000 92,700.00 900.000 92,700 232 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 118.0000 28,320.00 231.000 27,258 233 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 157.0000 262,190.00 1,021.000 160,297.00 1,021.000 160,297 234 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 131.0000 30,130.00 230.000 30,130 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 42,700.00 0.000 0 236 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1800 1,003.00 0.000 0 237 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 15,675.00 0.000 0 238 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 1,610.00 0.000 0 (BROKEN 12-3) PROGRAM CAS145 PAGE 10 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 29,280.00 0.000 0 240 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 27,284.00 0.000 0 (BROKEN 36-12) 241 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 5,244.00 0.000 0 (BROKEN 17-7) 242 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8200 170,560.00 186,123.000 152,620 243 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 25,970.00 5,509.000 19,281 244 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3500 17,343.00 4,845.000 11,385 245 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 36,200.00 4,830.000 24,150 246 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.900 4,500 SYSTEM ELEMENTS DURING CONSTRUCTION 247 TRAFFIC OPERATIONS SYSTEM LS 500,000.0000 500,000.00 0.931 465,500 248 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.072 7,200.00 0.179 17,900 249 SIGNAL AND LIGHTING (LOCATION 2) LS 200,000.0000 200,000.00 0.028 5,600.00 0.075 15,000 250 SIGNAL AND LIGHTING (LOCATION 3) LS 170,000.0000 170,000.00 0.028 4,760.00 0.212 36,040 251 SIGNAL AND LIGHTING (LOCATION 4) LS 150,000.0000 150,000.00 0.037 5,550.00 0.173 25,950 252 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 540,000.0000 540,000.00 1.000 540,000 253 LIGHTING (CITY STREET) LS 250,000.0000 250,000.00 0.031 7,750.00 0.377 94,250 254 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.974 194,800 (STAGE CONSTRUCTION) 255 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.988 148,200 (STAGE CONSTRUCTION) 256 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.019 7,410.00 0.772 301,080 257 ELECTRIC SERVICE (IRRIGATION) LS 5,500.0000 5,500.00 0.000 0 258 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 259 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 900.0000 4,500.00 0.000 0 UNIT 260 CAMERA UNIT EA 7,200.0000 7,200.00 0.000 0 261 CAMERA CONTROL UNIT EA 5,000.0000 5,000.00 0.000 0 262 VIDEO ENCORDER UNIT EA 5,000.0000 5,000.00 0.000 0 263 EMERGENCY VEHICLE DETECTOR SYSTEM LS 3,300.0000 3,300.00 0.000 0 264 DIAL-UP MODEM EA 600.0000 600.00 0.000 0 265 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,600.0000 4,800.00 0.000 0 MODEM ASSEMBLY PROGRAM CAS145 PAGE 11 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 FIBER OPTIC SYSTEM (CITY) LS 50,000.0000 50,000.00 0.377 18,850 PROGRAM CAS145 PAGE 12 DATE 01/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9214 TIME 10:40 AM ESTIMATE NO. 025 BID OPENING 08/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,460,004.52 27,650,572.21 ADJUSTMENT OF COMPENSATION 0.00 354,459.87 EXTRA WORK 181,066.01 2,091,232.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,641,070.53 30,096,264.49 267 MOBILIZATION LS 3,900,000.0000 3,900,000.00 1.000 3,900,000 ORIGINAL CONTRACT AMOUNT 39,340,493.00 TOTAL WORK COMPLETED 1,641,070.53 33,996,264.49 MATERIALS ON HAND ON SITE 245,022.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,641,070.53 34,241,286.99 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 10/17/12 580 01/14/13 01/14/13 07/28/15 449 74 0 0 75% 77% PROGRESS IS SATISFACTORY SINGH, BAHADUR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/27/15