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 12/13/12 EST. NO.39 TIME 03:00 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 0963 2,100.56 E.W. @ F.A.(+) 041512 Y 4864.0 0969 6,798.00 032312 Y 4870.0 0971 5,671.05 041712 Y 4872.0 052 0038 1,840.62 E.W. @ F.A.(+) 081710 Y 4764.0 0039 424.55 110110 Y 4765.0 0043 1,815.77 110310 Y 4649.0 0045 233.13 092410 Y 2809.1 0046 2,726.94 110410 N 4650.1 061 0017 1,577.06 E.W. @ F.A.(+) 080410 N 0944.1 0020 2,728.18 081610 N 1065R0 0021 603.05 081710 N 1066R0 075 0017 164.48 E.W. @ F.A.(+) 011011 N 1590R0 0018 804.08 010711 N 1588R0 081 0421 23,867.09 E.W. @ F.A.(+) 082511 N 4855.0 110 0024 7,146.10 E.W. @ F.A.(+) 062411 N 2642.0 0061 7,146.10 062411 N 2642R0 0062 649.26 062411 N 2629R0 0063 3,705.06 061811 N 2632R0 0064 9,064.35 062011 N 2633R0 0065 12,332.52 062411 N 2640R0 0066 1,015.94 062311 N 2636R0 0067 11,824.16 061811 N 2638R0 0068 460.03 062011 N 2625R0 0069 3,490.47 062411 N 2627R0 0070 457.00 061811 N 2638 0 117 0053 10,932.58 E.W. @ F.A.(+) 072311 Y 4678.0 0054 6,473.62 072511 Y 4679.0 0055 5,177.02 072611 Y 4680.0 0056 4,408.57 072711 Y 4681.0 0058 6,741.00 080111 Y 4683.0 0061 1,365.56 072111 Y 4807.0 0062 6,277.89 072011 Y 4673.0 0063 7,717.24 072111 Y 4674.0 119 0041 4,443.91 E.W. @ F.A.(+) 091811 Y 4690.0 0044 1,232.00 111811 Y 4810.0 0045 1,012.00 111111 Y 4811.0 0046 1,232.00 111411 Y 4812.0 0047 1,232.00 111611 Y 4813.0 0048 1,232.00 111511 Y 4814.0 0049 873.22 101411 Y 4815.0 0051 601.34 103111 Y 4817.0 121 0012 643.83 E.W. @ F.A.(+) 020212 Y 4818.0 123 0011 2,758.47 E.W. @ F.A.(+) 012812 Y 4529.0 128 0007-1 -1,367.84 E.W. @ F.A.(+) 092911 Y 4374.0 DAO CORRECTING ENTRY 0007-2 1,580.02 092911 Y 4374.0 DAO CORRECTING ENTRY 130 0008 1,970.60 E.W. @ F.A.(+) 111511 N 4841.0 142 0052 2,244.00 E.W. @ F.A.(+) 032012 N 4860.0 0052-1 -2,244.00 032012 N 4860.0 DAO CORRECTING ENTRY 151 0007 2,244.00 E.W. @ F.A.(+) 032012 N 4860R0 154 0021 690.00 E.W. @ F.A.(+) 020810 N 4882R0 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 12/13/12 EST. NO.39 TIME 03:00 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 178,116.58 TOTAL THIS ESTIMATE 37,307,178.72 TOTAL PREVIOUS ESTIMATE 37,485,295.30 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 12/13/12 EST. NO.39 TIME 03:00 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 138 IN CIDH PILE RS -1,257.00 07 144 IN CIDH PIPE -20,872.00 07 GEN LIABILITY OCIP -1,525.63 34 0.00 -23,654.63 TOTAL DEDUCTIONS 0.00 -23,654.63 PROGRAM CAS145 PAGE 1 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 LOCATION RERUN SEMI-FINAL ESTIMATE 04-SF-101-9.2/9.8 ------------------------- 04-SF-1-6.8/7.1 CC MYERS, INC. IN CITY AND COUNTY OF SAN FRANCISCO 3286 FITZGERALD ROAD AT THE ROUTE 101/1 SEPARATION TO RANCHO CORDOVA, CA 95742 GOLDEN GATE TOLL PLAZA FED. AID NO. ACBR-X075(27)N ,NH-X075(27)N RECONSTRUCT IC, CONSTRUCT VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,500.00 10.000 2,500 003 TIME-RELATED OVERHEAD WDAY 9,260.0000 5,000,400.00 692.000 6,407,920 004 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 13.0000 169,000.00 8,075.000 104,975 005 TEMPORARY REINFORCED SILT FENCE LF 3.0000 750.00 0.000 0 006 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,400.00 0.000 0 007 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 0.000 0 008 TEMPORARY DECK BRIDGING LS 40,000.0000 40,000.00 1.000 40,000 009 18" TEMPORARY CULVERT LF 25.0000 8,750.00 128.000 3,200 010 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 011 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 012 DEWATERING AND NON-STORM WATER DISCHARGE LS 50,000.0000 50,000.00 1.000 50,000 CONTROL 013 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 31,800.00 30,720.000 92,160 014 TEMPORARY FIBER ROLL LF 3.0000 7,200.00 5,525.000 16,575 015 TEMPORARY SILT FENCE LF 2.0000 8,980.00 5,490.000 10,980 016 TEMPORARY GRAVEL BAG BERM LF 10.0000 31,500.00 7,710.000 77,100 017 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 14.000 105,000 018 TEMPORARY COVER SQYD 8.0000 7,760.00 32,623.880 260,991 019 TEMPORARY CHECK DAM LF 10.0000 4,100.00 24.000 240 020 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 3.000 1,500 (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 13,500.00 30.000 9,000 022 TEMPORARY HYDRAULIC MULCH SQYD 1.6100 8,050.00 17,001.000 27,371 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000 024 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 1.000 25,000 025 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 1.000 100,000 FACILITIES 026 VIBRATION MONITORING LS 100,000.0000 100,000.00 1.000 100,000 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 029 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 030 TRAFFIC MANAGEMENT PLAN LS 4,000.0000 4,000.00 1.000 4,000 031 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000 032 TYPE III BARRICADE EA 100.0000 5,400.00 54.000 5,400 033 TEMPORARY CHAIN LINK GATE EA 2,500.0000 10,000.00 1.000 2,500 034 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000 035 TEMPORARY RAILING (TYPE K) LF 13.0000 205,400.00 25,626.000 333,138 036 TEMPORARY CRASH CUSHION MODULE EA 350.0000 11,550.00 11.000 3,850 037 TEMPORARY TRAFFIC SCREEN LF 2.0000 26,800.00 10,720.000 21,440 038 SOUND CONTROL AND MONITORING LS 200,000.0000 200,000.00 1.000 200,000 039 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 5,700.00 206.000 206 (HAZARDOUS WASTE) 040 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 7,050.00 206.000 309 STRIPE (HAZARDOUS WASTE) 041 ABANDON CULVERT LF 15.0000 40,500.00 2,594.000 38,910 042 REMOVE METAL BEAM GUARD RAILING LF 25.0000 12,250.00 490.000 12,250 043 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 11,000.00 326.000 326 044 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,000.00 2,914.820 2,914 046 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,200.00 201.000 804 047 REMOVE PAVEMENT MARKER EA 1.0000 1,600.00 76.000 76 048 REMOVE ROADSIDE SIGN EA 50.0000 2,150.00 49.000 2,450 049 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 3.000 13,500 PROGRAM CAS145 PAGE 3 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT LF 20.0000 8,200.00 410.000 8,200 051 REMOVE INLET EA 650.0000 16,900.00 23.000 14,950 052 REMOVE BASE AND SURFACING CY 20.0000 26,000.00 2,457.000 49,140 053 ADJUST INLET TO GRADE LF 1,200.0000 2,400.00 2.000 2,400 054 ADJUST MANHOLE TO GRADE EA 1,000.0000 2,000.00 3.000 3,000 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 20,790.00 5,237.000 17,282 056 REMOVE CONCRETE CY 105.0000 5,145.00 49.000 5,145 057 REMOVE CONCRETE BARRIER LF 15.0000 33,000.00 705.000 10,575 058 REMOVE METAL RAILING LF 45.0000 26,100.00 1,675.000 75,375 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 BRIDGE REMOVAL, LOCATION B LS 310,000.0000 310,000.00 1.000 310,000 061 BRIDGE REMOVAL, LOCATION C LS 225,000.0000 225,000.00 1.000 225,000 062 BRIDGE REMOVAL, LOCATION D LS 40,000.0000 40,000.00 1.000 40,000 063 BRIDGE REMOVAL, LOCATION E LS 100,000.0000 100,000.00 1.000 100,000 064 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000 065 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 066 ROADWAY EXCAVATION (TYPE Z-2) CY 135.0000 1,242,000.00 13,707.000 1,850,445 (AERIALLY DEPOSITED LEAD) 067 ROADWAY EXCAVATION CY 60.0000 528,000.00 25,145.000 1,508,700 (NATURALLY OCCURRING ASBESTOS) 068 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 069 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 (NATURALLY OCCURING ASBESTOS) 070 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500 (NATURALLY OCCURRING ASBESTOS) 071 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 100.0000 453,500.00 3,966.000 396,600 (F) OCCURING ASBESTOS) 072 STRUCTURE EXCAVATION (BRIDGE) (TEMPORARY CY 135.0000 18,225.00 135.000 18,225 (F) WIDENING) (NATURALLY OCCURING ASBESTOS) 073 STRUCTURE EXCAVATION (BRIDGE)(TEMPORARY CY 90.0000 45,000.00 500.000 45,000 (F) BRIDGE)(NATURALLY OCCURING ASBESTOS) 074 STRUCTURE EXCAVATION (BRIDGE) CY 105.0000 176,400.00 1,453.000 152,565 (F) (SERPENTINE) 075 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 349,000.00 3,372.000 337,200 (F) (NATURALLY OCCURING ASBESTOS) 076 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 11,000.00 200.000 11,000 (F) PROGRAM CAS145 PAGE 4 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 140,000.00 1,113.000 111,300 (F) (SERPENTINE) 078 STRUCTURE EXCAVATION (TYPE Z-2) CY 120.0000 317,400.00 2,376.000 285,120 (F) (AERIALLY DEPOSITED LEAD) 079 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 275,400.00 2,674.000 227,290 (F) 080 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 75.0000 13,500.00 180.000 13,500 (F) WIDENING) 081 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 55.0000 26,400.00 480.000 26,400 (F) BRIDGE) 082 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 316,800.00 6,318.000 379,080 (F) 083 SAND BACKFILL CY 95.0000 31,350.00 323.100 30,694 084 DITCH EXCAVATION CY 15.0000 600.00 40.000 600 085 TEMPORARY EARTH RETAINING STRUCTURE SQFT 8.0000 97,600.00 0.000 0 086 IMPORTED BORROW CY 18.0000 509,400.00 36,658.000 659,844 087 IMPORTED TOPSOIL CY 50.0000 125,000.00 0.000 0 088 EROSION CONTROL (COMPOST BLANKET) CY 40.0000 15,600.00 0.000 0 089 EROSION CONTROL (TYPE D) ACRE 10,000.0000 60,000.00 0.020 200 090 EROSION CONTROL (NETTING) SQYD 5.0000 69,000.00 598.000 2,990 091 FIBER ROLLS LF 4.0000 52,000.00 0.000 0 092 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 1.000 2,000 093 2" WATER METER EA 5,000.0000 15,000.00 0.000 0 094 8" CORRUGATED HIGH DENSITY LF 35.0000 10,605.00 293.000 10,255 (F) POLYETHYLENE PIPE CONDUIT 095 CLASS 4 AGGREGATE SUBBASE CY 27.0000 170,100.00 1,081.000 29,187 096 CLASS 3 AGGREGATE BASE CY 40.0000 132,000.00 10,114.160 404,566 097 LEAN CONCRETE BASE CY 125.0000 262,500.00 0.000 0 098 HOT MIX ASPHALT TON 85.0000 1,139,000.00 15,919.805 1,353,183 099 DATA CORE LS 7,500.0000 7,500.00 1.000 7,500 100 TACK COAT TON 1,113.0000 30,051.00 27.000 30,051 101 CONTINUOUSLY REINFORCED CONCRETE CY 275.0000 137,500.00 500.000 137,500 PAVEMENT 102 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 4,800.00 120.000 4,800 PAVEMENT (TERMINAL JOINT, TYPE E) 103 108" PERMANENT STEEL CASING LF 1,250.0000 53,750.00 43.000 53,750 PROGRAM CAS145 PAGE 5 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 35,100.00 390.000 35,100 106 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 625,000.00 5,000.000 625,000 107 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 51,600.00 43.000 51,600 PILING 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 43,890.00 399.000 43,890 PILING (ROCK SOCKET) 110 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 256,000.00 160.000 256,000 PILING(ROCK SOCKET) 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 PRESTRESSING CAST-IN-PLACE CONCRETE LS 45,000.0000 45,000.00 1.000 45,000 (TRANSVERSE) 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 288,600.00 872.500 261,750 (F) 116 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 22,000.00 55.000 22,000 (F) (TEMPORARY WIDENING) 117 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 3,350,000.00 6,376.000 3,188,000 (F) 118 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 825.0000 181,500.00 220.000 181,500 (F) WIDENING) 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 58,500.00 195.000 58,500 (F) (TEMPORARY BRIDGE) 120 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 500.0000 440,000.00 880.000 440,000 (F) BRIDGE) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 866,600.00 2,359.000 825,650 (F) 122 STRUCTURAL CONCRETE, BRIDGE (SLAB) CY 300.0000 141,000.00 384.000 115,200 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 24,000.00 40.000 24,000 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 423,000.00 583.300 349,980 (F) (TYPE N MODIFIED) 125 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 204,000.00 204.000 204,000 (F) 126 MINOR CONCRETE (BACKFILL) CY 150.0000 1,500.00 10.000 1,500 127 ANTI-GRAFFITI COATING SQFT 1.0000 66,000.00 66,000.000 66,000 128 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 7.0000 126,980.00 13,278.000 92,946 (F) 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 DRILL AND BOND DOWEL LF 25.0000 4,500.00 390.000 9,750 PROGRAM CAS145 PAGE 6 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 132 JOINT SEAL (MR 1") LF 50.0000 2,500.00 50.000 2,500 133 JOINT SEAL (MR 1 1/2") LF 50.0000 3,000.00 60.000 3,000 134 JOINT SEAL (MR 2") LF 65.0000 11,830.00 182.000 11,830 135 JOINT SEAL (TYPE AL) LF 35.0000 17,920.00 414.200 14,497 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 BAR REINFORCING STEEL (BRIDGE) LB 0.6100 1,920,890.00 3,047,505.000 1,858,978 (F) 140 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 372,375.00 481,594.000 361,195 (F) 141 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 38,100.00 63,500.000 38,100 (F) WIDENING) 142 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 154,800.00 258,000.000 154,800 (F) BRIDGE) 143 HEADED BAR REINFORCEMENT EA 6.0000 1,320.00 220.000 1,320 (F) 144 STRUCTURAL STEEL (BRIDGE) LB 2.5000 177,500.00 74,360.000 185,900 (F) 145 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 197,550.00 43,900.000 197,550 (F) 146 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 10,975.00 43,900.000 10,975 (F) 147 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 6,000.00 600.000 6,000 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,100.00 79.200 871 (0.063"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,200.00 213.750 2,137 (0.080"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 177.500 2,662 (0.080"-FRAMED) 151 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,000.0000 440,000.00 135.000 540,000 (SIGN FOUNDATION) 152 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,450.00 1,030.000 15,450 153 ROADSIDE SIGN - ONE POST EA 185.0000 4,625.00 25.000 4,625 154 ROADSIDE SIGN - TWO POST EA 340.0000 1,360.00 4.000 1,360 155 CLEAN AND PAINT STRUCTURAL STEEL LS 50,000.0000 50,000.00 1.000 50,000 156 12" ALTERNATIVE PIPE CULVERT LF 80.0000 11,200.00 143.000 11,440 157 15" ALTERNATIVE PIPE CULVERT LF 100.0000 6,200.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" ALTERNATIVE PIPE CULVERT LF 67.0000 221,100.00 2,840.000 190,280 159 30" ALTERNATIVE PIPE CULVERT LF 125.0000 61,250.00 490.000 61,250 160 54" ALTERNATIVE PIPE CULVERT LF 180.0000 73,800.00 440.000 79,200 161 12" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 12,800.00 139.000 11,120 162 18" CORRUGATED STEEL PIPE (.079" THICK) LF 90.0000 41,400.00 460.000 41,400 163 30" CORRUGATED STEEL PIPE (.079" THICK) LF 140.0000 26,600.00 54.000 7,560 164 8" WELDED STEEL PIPE LF 85.0000 3,825.00 0.000 0 165 ROCK SLOPE PROTECTION CY 100.0000 1,400.00 0.000 0 (1/4 TON, METHOD B) 166 MINOR CONCRETE (DITCH LINING) CY 400.0000 16,000.00 40.000 16,000 167 ROCK SLOPE PROTECTION FABRIC (TYPE B) SQFT 2.0000 560.00 0.000 0 168 MINOR CONCRETE (CURB) CY 500.0000 55,000.00 70.000 35,000 169 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 85,000.00 74.000 37,000 CONSTRUCTION) 170 MINOR CONCRETE (GUTTER) LF 35.0000 23,205.00 539.100 18,868 (F) 171 MINOR CONCRETE (SIDEWALK) CY 500.0000 31,500.00 63.000 31,500 172 MINOR CONCRETE (CURB RAMP) CY 750.0000 9,000.00 12.000 9,000 173 REMOVABLE BOLLARD (WOOD) EA 1,000.0000 4,000.00 0.000 0 174 MISCELLANEOUS IRON AND STEEL LB 2.0000 52,482.00 26,246.000 52,492 (F) 175 ISOLATION CASING LB 10.0000 116,000.00 11,600.000 116,000 (F) 176 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 66,000.00 13,200.000 66,000 (F) 177 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 27,500.00 5,500.000 27,500 (F) 178 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 4,500.00 750.000 2,250 (F) 179 METAL BEAM GUARD RAILING LF 40.0000 11,600.00 0.000 0 180 CHAIN LINK RAILING LF 50.0000 25,100.00 48.100 2,405 (F) 181 CONCRETE BARRIER (TYPE 50) LF 55.0000 25,960.00 472.000 25,960 (F) 182 TRANSITION RAILING (TYPE WB) EA 1,500.0000 6,000.00 1.000 1,500 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 12,000.00 1.000 1,500 184 CRASH CUSHION (SCI-100GM) EA 100,000.0000 200,000.00 2.000 200,000 PROGRAM CAS145 PAGE 8 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CRASH CUSHION MODULE, SAND FILLED EA 425.0000 11,900.00 0.000 0 186 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 250.0000 10,000.00 40.000 10,000 (F) 187 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 100.0000 98,800.00 807.000 80,700 (F) 188 CONCRETE BARRIER (TYPE 60) LF 95.0000 24,700.00 172.000 16,340 189 CONCRETE BARRIER (TYPE 60C) LF 170.0000 20,400.00 120.000 20,400 190 CONCRETE BARRIER (TYPE 60D) LF 50.0000 68,250.00 143.000 7,150 (F) 191 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 1,100,035.00 6,952.000 1,077,560 (F) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,885.00 6,492.000 3,570 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,600.00 1,160.000 1,160 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 500.00 320.000 320 195 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,650.00 301.000 1,505 196 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 13,000.00 4,750.000 1,187 197 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 520.00 88.000 352 198 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16.00 213.000 426 199 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,145.00 355.000 1,242 200 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 201 LIGHTING AND SIGN ILLUMINATION (STAGE LS 200,000.0000 200,000.00 1.000 200,000 CONSTRUCTION) 202 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 1.000 175,000 203 LIGHTING AND SIGN ILLUMINATION (GOLDEN LS 7,500.0000 7,500.00 1.000 7,500 GATE BRIDGE) 204 COMMUNICATION CONDUIT LS 30,000.0000 30,000.00 1.000 30,000 205 HIGH VOLTAGE CONDUIT LS 145,000.0000 145,000.00 0.000 0 206 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 1.000 15,000 207 BASE CAMERA SYSTEM LS 17,500.0000 17,500.00 1.000 17,500 208 TUNNEL TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 209 TRAFFIC OPERATION SYSTEM LS 215,000.0000 215,000.00 1.000 215,000 210 INTEGRATED CAMERA UNIT EA 5,000.0000 10,000.00 2.000 10,000 211 CAMERA CONTROL UNIT EA 5,000.0000 10,000.00 2.000 10,000 PROGRAM CAS145 PAGE 9 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 VIDEO ENCODER UNIT EA 6,000.0000 12,000.00 2.000 12,000 213 POWER STRIP EA 150.0000 450.00 3.000 450 214 EQUIPMENT SHELF EA 150.0000 450.00 3.000 450 215 HIGHWAY ADVISORY RADIO SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 216 GENERAL PACKET RADIO SYSTEM (GPRS) EA 4,000.0000 8,000.00 2.000 8,000 WIRELESS MODEM 217 FIBER OPTIC DATA MODEM EA 1,500.0000 6,000.00 4.000 6,000 218 FIBER OPTIC TRANSMITTER EA 1,500.0000 6,000.00 4.000 6,000 219 FIBER OPTIC DISTRIBUTION UNIT EA 1,500.0000 6,000.00 4.000 6,000 220 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 221 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.5000 172,665.00 38,370.000 172,665 (F) 222 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 19,185.00 38,370.000 19,185 (F) 223 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 224 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 42,160.00 0.000 0 FINISH) 225 12" WELDED STEEL PIPE (.250" THICK) LF 85.0000 33,150.00 0.000 0 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 227 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 228 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 1.000 160,000 229 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 90.0000 54,000.00 656.000 59,040 (F) OCCURING ASBESTOS) 230 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 18,750.00 125.000 18,750 (F) (SERPENTINE) 231 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 26,000.00 265.000 26,500 (F) (NATURALLY OCCURING ASBESTOS) 232 STRUCTURE EXCAVATION (TYPE Z-2) CY 130.0000 44,200.00 353.000 45,890 (F) (AERIALLY DEPOSITED LEAD) 233 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 25,800.00 452.000 27,120 (F) 234 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 21,000.00 355.000 21,300 (F) 235 144" PERMANENT STEEL CASING LF 3,000.0000 1,455,000.00 485.200 1,455,600 236 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 80.0000 73,440.00 918.000 73,440 237 144" CAST-IN-DRILLED-HOLE CONCRETE LF 2,700.0000 1,309,500.00 485.200 1,310,040 PILING 238 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 71,100.00 790.000 71,100 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 10 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 72,000.00 45.000 72,000 PILING(ROCK SOCKET) 240 138" CAST-IN-DRILLED-HOLE CONCRETE LF 3,500.0000 917,000.00 262.000 917,000 PILING(ROCK SOCKET) 241 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000 242 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 1.000 225,000 (TRANSVERSE) 243 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 60,000.0000 60,000.00 1.000 60,000 BARS) 244 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 60,000.00 169.500 63,562 (F) 245 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 4,950,000.00 9,909.000 4,954,500 (F) 246 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 51,000.00 188.000 56,400 (F) 247 STRUCTURAL CONCRETE, APPROACH SLAB CY 575.0000 34,500.00 60.000 34,500 (F) (TYPE N) 248 PTFE SPHERICAL BEARING EA 10,000.0000 120,000.00 12.000 120,000 249 SEISMIC JOINT (ABUTMENT 1) LS 150,000.0000 150,000.00 1.000 150,000 250 SEISMIC JOINT (ABUTMENT 7) LS 160,000.0000 160,000.00 1.000 160,000 251 SEISMIC JOINT (HINGE 1) LS 300,000.0000 300,000.00 1.000 300,000 252 BAR REINFORCING STEEL (BRIDGE) LB 0.6700 2,942,640.00 4,411,450.000 2,955,671 (F) 253 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9000 24,700.00 18,124.000 34,435 (F) 254 HEADED BAR REINFORCEMENT EA 13.0000 182,000.00 14,000.000 182,000 (F) 255 STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,175,000.00 492,240.000 1,230,600 (F) 256 CLEAN AND PAINT STRUCTURAL STEEL LS 150,000.0000 150,000.00 1.000 150,000 257 ISOLATION CASING LB 10.0000 187,000.00 18,700.000 187,000 (F) 258 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 60,000.00 16,844.000 84,220 (F) 259 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 97,000.00 20,551.000 102,755 (F) 260 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 75,000.00 25,000.000 75,000 (F) 261 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 311,240.00 2,008.000 311,240 (F) 262 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 7,840.00 0.000 0 FINISH) 263 BRIDGE REMOVAL, LOCATION A LS 0.0000 0.00 0.000 0 264 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 0.0000 0.00 0.000 0 (F) OCCURING ASBESTOS) 265 STRUCTURE EXCAVATION (BRIDGE) CY 0.0000 0.00 0.000 0 (F) (SERPENTINE) PROGRAM CAS145 PAGE 11 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 STRUCTURE EXCAVATION (RETAINING WALL) CY 0.0000 0.00 0.000 0 (F) (NATURALLY OCCURING ASBESTOS) 267 STRUCTURE EXCAVATION (TYPE Z-2) CY 0.0000 0.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 268 STRUCTURE BACKFILL (BRIDGE) CY 0.0000 0.00 0.000 0 (F) 269 STRUCTURE BACKFILL (RETAINING WALL) CY 0.0000 0.00 0.000 0 (F) 270 123" PERMANENT STEEL CASING LF 0.0000 0.00 0.000 0 271 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0000 0.00 0.000 0 272 123" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILING 273 24" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILING (ROCK SOCKET) 274 102" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILING(ROCK SOCKET) 275 114" CAST-IN-DRILLED HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILING (ROCK SOCKET) 276 138" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILING(ROCK SOCKET) 277 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0 278 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0 (TRANSVERSE) 279 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 0.0000 0.00 0.000 0 BARS) 280 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 0.0000 0.00 0.000 0 (F) 281 STRUCTURAL CONCRETE, BRIDGE CY 0.0000 0.00 0.000 0 (F) 282 STRUCTURAL CONCRETE, RETAINING WALL CY 0.0000 0.00 0.000 0 (F) 283 STRUCTURAL CONCRETE, APPROACH SLAB CY 0.0000 0.00 0.000 0 (F) (TYPE N) 284 PTFE SPHERICAL BEARING EA 0.0000 0.00 0.000 0 285 SEISMIC JOINT (ABUTMENT 1) LS 0.0000 0.00 0.000 0 286 SEISMIC JOINT (ABUTMENT 7) LS 0.0000 0.00 0.000 0 287 SEISMIC JOINT (HINGE 1) LS 0.0000 0.00 0.000 0 288 BAR REINFORCING STEEL (BRIDGE) LB 0.0000 0.00 0.000 0 (F) 289 BAR REINFORCING STEEL (RETAINING WALL) LB 0.0000 0.00 0.000 0 (F) 290 HEADED BAR REINFORCEMENT EA 0.0000 0.00 0.000 0 (F) 291 STRUCTURAL STEEL (BRIDGE) LB 0.0000 0.00 0.000 0 (F) 292 CLEAN AND PAINT STRUCTURAL STEEL LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 ISOLATION CASING LB 0.0000 0.00 0.000 0 (F) 294 MISCELLANEOUS METAL (BRIDGE) LB 0.0000 0.00 0.000 0 (F) 295 BRIDGE DECK DRAINAGE SYSTEM LB 0.0000 0.00 0.000 0 (F) 296 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 0.0000 0.00 0.000 0 (F) 297 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 0.0000 0.00 0.000 0 (F) 298 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 0.0000 0.00 0.000 0 FINISH) PROGRAM CAS145 PAGE 13 DATE 12/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 03:00 PM ESTIMATE NO. 39 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/01/12 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 12/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 47,267,746.35 ADJUSTMENT OF COMPENSATION 0.00 17,427,152.15 EXTRA WORK 178,116.58 20,058,143.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 178,116.58 84,753,041.65 299 MOBILIZATION LS 3,521,256.0000 3,521,256.00 1.000 3,521,256 ORIGINAL CONTRACT AMOUNT 48,400,000.00 TOTAL WORK COMPLETED 178,116.58 88,274,297.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -23,654.63 TOTAL 178,116.58 88,250,643.02 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/24/09 540 12/10/09 12/10/09 05/01/12 692 0 153 59 100% 100% SHARMA, JYOTSNA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/13/12