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 08/30/10 EST. NO.09 TIME 12:59 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 0151 583.17 E.W. @ F.A.(+) 030610 Y 0176.0 0164 654.64 031010 Y 0189.0 0226 724.88 021210 N 0386.0 0227 746.07 021610 N 0387.0 0228 746.07 021710 N 0388.0 0231 720.85 022210 N 0391.0 0232 838.71 022310 N 0392.0 0233 1,116.67 022410 N 0393.0 0234 885.04 022510 N 0394.0 0235 420.58 022610 N 0395.0 0236 556.15 030310 N 0396.0 0238 554.50 030810 N 0398.0 0239 278.08 031010 N 0399.0 0240 556.15 031110 N 0400.0 0244 570.43 040910 N 0404.0 0245 505.03 041310 N 0405.0 0246 364.93 041410 N 0406.0 0247 505.03 041610 N 0407.0 0248 513.00 042110 N 0431.0 0258 2,428.48 060410 N 0463.0 0259 1,638.13 061010 N 0483.0 0260 1,097.10 060710 N 0482.0 0273 420.58 062510 N 0608.0 0275 566.58 060510 N 0618.0 008 0004 3,073.37 E.W. @ F.A.(+) 022310 N 0414.0 0007 3,078.97 030810 N 0418.0 0011 57,731.80 030410 N 0416.0 012 0003 3,149.29 E.W. @ F.A.(+) 071410 N 0620.0 015 0020 879.76 E.W. @ F.A.(+) 022410 N 0377.0 0022 1,502.83 040710 N 0408.0 016 0003 849.49 E.W. @ F.A.(+) 052510 Y 0499.0 0004 702.86 052610 Y 0500.0 0007 1,371.43 051710 N 0606.0 0008 28,320.11 051510 N 0605.0 021 0001 458.79 E.W. @ F.A.(+) 021710 N 0106.0 0004 4,414.01 021910 N 0109.0 0005 1,901.74 021910 N 0110.0 0007 762.45 021710 N 0112.0 0010 703.46 012310 N 0115.0 0035 765.18 030810 Y 0317.0 0066 430.15 030210 Y 0313.0 0068 417.09 030910 N 0439.0 0069 2,846.25 041010 N 0438.0 023 0012 8,337.69 E.W. @ F.A.(+) 042610 N 0434.0 0013 5,965.69 042910 N 0435.0 0014 2,928.72 043010 N 0436.0 0017 563.45 061410 N 0470.0 0018 459.49 061510 N 0471.0 0019 499.26 061610 N 0472.0 0020 143.42 061610 N 0473.0 0021 5,501.88 061310 N 0610.0 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 08/30/10 EST. NO.09 TIME 12:59 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 --------------------------------------------------------------------------- 0022 1,271.18 061510 N 0611.0 028 0001 1,266.74 E.W. @ F.A.(+) 021710 N 0379.0 040 0002 69,271.04 E.W. @ L.S.(+) 081310 N 0633.0 227,558.44 TOTAL THIS ESTIMATE 1,614,678.41 TOTAL PREVIOUS ESTIMATE 1,842,236.85 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 08/30/10 EST. NO.09 TIME 12:59 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 0.00 -22,129.00 TOTAL DEDUCTIONS 0.00 -22,129.00 PROGRAM CAS145 PAGE 1 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 LOCATION RERUN PROGRESS 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 AT THE ROUTE 101/1 SEPARATION TO 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,500.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 9,260.0000 5,000,400.00 31.000 287,060.00 221.000 2,046,460.00 04 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 13.0000 169,000.00 3,850.000 50,050.00 11,575.000 150,475.00 05 TEMPORARY REINFORCED SILT FENCE LF 3.0000 750.00 0.000 0.00 06 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,400.00 0.000 0.00 07 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 0.000 0.00 08 TEMPORARY DECK BRIDGING LS 40,000.0000 40,000.00 0.000 0.00 09 18" TEMPORARY CULVERT LF 25.0000 8,750.00 128.000 3,200.00 128.000 3,200.00 10 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.060 1,500.00 0.480 12,000.00 11 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 12 DEWATERING AND NON-STORM WATER DISCHARGE LS 50,000.0000 50,000.00 0.060 3,000.00 0.480 24,000.00 CONTROL 13 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 31,800.00 1,300.000 3,900.00 12,820.000 38,460.00 14 TEMPORARY FIBER ROLL LF 3.0000 7,200.00 1,225.000 3,675.00 3,275.000 9,825.00 15 TEMPORARY SILT FENCE LF 2.0000 8,980.00 700.000 1,400.00 3,440.000 6,880.00 16 TEMPORARY GRAVEL BAG BERM LF 10.0000 31,500.00 720.000 7,200.00 2,726.000 27,260.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 1.000 7,500.00 12.000 90,000.00 18 TEMPORARY COVER SQYD 8.0000 7,760.00 4,445.000 35,560.00 24,779.580 198,236.64 19 TEMPORARY CHECK DAM LF 10.0000 4,100.00 24.000 240.00 20 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 13,500.00 9.000 2,700.00 10.000 3,000.00 22 TEMPORARY HYDRAULIC MULCH SQYD 1.6100 8,050.00 5,334.000 8,587.74 5,334.000 8,587.74 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 50,000.0000 50,000.00 0.060 3,000.00 0.480 24,000.00 24 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.120 3,000.00 0.480 12,000.00 25 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 0.850 85,000.00 FACILITIES 26 VIBRATION MONITORING LS 100,000.0000 100,000.00 0.010 1,000.00 0.920 92,000.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500.00 29 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.060 6,000.00 0.480 48,000.00 30 TRAFFIC MANAGEMENT PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 31 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 32 TYPE III BARRICADE EA 100.0000 5,400.00 9.000 900.00 33 TEMPORARY CHAIN LINK GATE EA 2,500.0000 10,000.00 1.000 2,500.00 34 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.060 1,200.00 0.480 9,600.00 35 TEMPORARY RAILING (TYPE K) LF 13.0000 205,400.00 7,580.000 98,540.00 17,006.000 221,078.00 36 TEMPORARY CRASH CUSHION MODULE EA 350.0000 11,550.00 1.000 350.00 1.000 350.00 37 TEMPORARY TRAFFIC SCREEN LF 2.0000 26,800.00 1,110.000 2,220.00 38 SOUND CONTROL AND MONITORING LS 200,000.0000 200,000.00 0.030 6,000.00 0.880 176,000.00 39 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 5,700.00 0.000 0.00 (HAZARDOUS WASTE) 40 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 7,050.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 41 ABANDON CULVERT LF 15.0000 40,500.00 1,355.000 20,325.00 42 REMOVE METAL BEAM GUARD RAILING LF 25.0000 12,250.00 0.000 0.00 43 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 11,000.00 0.000 0.00 44 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0.00 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,000.00 1,565.000 1,565.00 46 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,200.00 150.000 600.00 47 REMOVE PAVEMENT MARKER EA 1.0000 1,600.00 76.000 76.00 48 REMOVE ROADSIDE SIGN EA 50.0000 2,150.00 3.000 150.00 49 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 2.000 9,000.00 3.000 13,500.00 PROGRAM CAS145 PAGE 3 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 20.0000 8,200.00 0.000 0.00 51 REMOVE INLET EA 650.0000 16,900.00 21.000 13,650.00 52 REMOVE BASE AND SURFACING CY 20.0000 26,000.00 1,526.000 30,520.00 53 ADJUST INLET TO GRADE LF 1,200.0000 2,400.00 0.000 0.00 54 ADJUST MANHOLE TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 20,790.00 0.000 0.00 56 REMOVE CONCRETE CY 105.0000 5,145.00 10.000 1,050.00 57 REMOVE CONCRETE BARRIER LF 15.0000 33,000.00 205.000 3,075.00 705.000 10,575.00 58 REMOVE METAL RAILING LF 45.0000 26,100.00 410.000 18,450.00 860.000 38,700.00 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 BRIDGE REMOVAL, LOCATION B LS 310,000.0000 310,000.00 0.000 0.00 61 BRIDGE REMOVAL, LOCATION C LS 225,000.0000 225,000.00 0.500 112,500.00 62 BRIDGE REMOVAL, LOCATION D LS 40,000.0000 40,000.00 0.000 0.00 63 BRIDGE REMOVAL, LOCATION E LS 100,000.0000 100,000.00 0.000 0.00 64 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.060 300.00 0.480 2,400.00 65 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 66 ROADWAY EXCAVATION (TYPE Z-2) CY 135.0000 1,242,000.00 1,284.000 173,340.00 5,860.000 791,100.00 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION CY 60.0000 528,000.00 8,083.000 484,980.00 (NATURALLY OCCURRING ASBESTOS) 68 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 69 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURING ASBESTOS) 70 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURRING ASBESTOS) 71 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 100.0000 453,500.00 1,023.000 102,300.00 F) OCCURING ASBESTOS) 72 STRUCTURE EXCAVATION (BRIDGE) (TEMPORARY CY 135.0000 18,225.00 57.850 7,809.75 57.850 7,809.75 F) WIDENING) (NATURALLY OCCURING ASBESTOS) 73 STRUCTURE EXCAVATION (BRIDGE)(TEMPORARY CY 90.0000 45,000.00 500.000 45,000.00 F) BRIDGE)(NATURALLY OCCURING ASBESTOS) 74 STRUCTURE EXCAVATION (BRIDGE) CY 105.0000 176,400.00 80.000 8,400.00 F) (SERPENTINE) 75 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 349,000.00 1,303.000 130,300.00 F) (NATURALLY OCCURING ASBESTOS) 76 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 11,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 140,000.00 0.000 0.00 F) (SERPENTINE) 78 STRUCTURE EXCAVATION (TYPE Z-2) CY 120.0000 317,400.00 1,061.000 127,320.00 F) (AERIALLY DEPOSITED LEAD) 79 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 275,400.00 120.000 10,200.00 162.000 13,770.00 F) 80 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 75.0000 13,500.00 0.000 0.00 F) WIDENING) 81 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 55.0000 26,400.00 480.000 26,400.00 F) BRIDGE) 82 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 316,800.00 860.000 51,600.00 F) 83 SAND BACKFILL CY 95.0000 31,350.00 230.000 21,850.00 84 DITCH EXCAVATION CY 15.0000 600.00 0.000 0.00 85 TEMPORARY EARTH RETAINING STRUCTURE SQFT 8.0000 97,600.00 0.000 0.00 86 IMPORTED BORROW CY 18.0000 509,400.00 9,450.000 170,100.00 87 IMPORTED TOPSOIL CY 50.0000 125,000.00 0.000 0.00 88 EROSION CONTROL (COMPOST BLANKET) CY 40.0000 15,600.00 0.000 0.00 89 EROSION CONTROL (TYPE D) ACRE 10,000.0000 60,000.00 0.000 0.00 90 EROSION CONTROL (NETTING) SQYD 5.0000 69,000.00 0.000 0.00 91 FIBER ROLLS LF 4.0000 52,000.00 0.000 0.00 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 0.000 0.00 93 2" WATER METER EA 5,000.0000 15,000.00 0.000 0.00 94 8" CORRUGATED HIGH DENSITY LF 35.0000 10,605.00 0.000 0.00 F) POLYETHYLENE PIPE CONDUIT 95 CLASS 4 AGGREGATE SUBBASE CY 27.0000 170,100.00 689.000 18,603.00 96 CLASS 3 AGGREGATE BASE CY 40.0000 132,000.00 507.100 20,284.00 2,080.800 83,232.00 97 LEAN CONCRETE BASE CY 125.0000 262,500.00 0.000 0.00 98 HOT MIX ASPHALT TON 85.0000 1,139,000.00 904.770 76,905.45 4,668.220 396,798.70 99 DATA CORE LS 7,500.0000 7,500.00 0.000 0.00 00 TACK COAT TON 1,113.0000 30,051.00 5.000 5,565.00 5.000 5,565.00 01 CONTINUOUSLY REINFORCED CONCRETE CY 275.0000 137,500.00 0.000 0.00 PAVEMENT 02 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 4,800.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 03 108" PERMANENT STEEL CASING LF 1,250.0000 53,750.00 43.000 53,750.00 PROGRAM CAS145 PAGE 5 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 35,100.00 390.000 35,100.00 06 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 625,000.00 5,000.000 625,000.00 07 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 51,600.00 43.000 51,600.00 PILING 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 43,890.00 399.000 43,890.00 PILING (ROCK SOCKET) 10 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 256,000.00 160.000 256,000.00 PILING(ROCK SOCKET) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 45,000.0000 45,000.00 0.000 0.00 (TRANSVERSE) 14 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 15 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 288,600.00 156.000 46,800.00 349.000 104,700.00 F) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 22,000.00 20.000 8,000.00 20.000 8,000.00 F) (TEMPORARY WIDENING) 17 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 3,350,000.00 366.400 183,200.00 629.400 314,700.00 F) 18 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 825.0000 181,500.00 0.000 0.00 F) WIDENING) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 58,500.00 195.000 58,500.00 F) (TEMPORARY BRIDGE) 20 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 500.0000 440,000.00 880.000 440,000.00 F) BRIDGE) 21 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 866,600.00 172.000 60,200.00 1,090.000 381,500.00 F) 22 STRUCTURAL CONCRETE, BRIDGE (SLAB) CY 300.0000 141,000.00 0.000 0.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 24,000.00 0.000 0.00 F) (TYPE N) 24 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 423,000.00 0.000 0.00 F) (TYPE N MODIFIED) 25 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 204,000.00 10.400 10,400.00 97.100 97,100.00 F) 26 MINOR CONCRETE (BACKFILL) CY 150.0000 1,500.00 0.000 0.00 27 ANTI-GRAFFITI COATING SQFT 1.0000 66,000.00 0.000 0.00 28 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 7.0000 126,980.00 0.000 0.00 F) 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 DRILL AND BOND DOWEL LF 25.0000 4,500.00 87.000 2,175.00 PROGRAM CAS145 PAGE 6 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 JOINT SEAL (MR 1") LF 50.0000 2,500.00 0.000 0.00 33 JOINT SEAL (MR 1 1/2") LF 50.0000 3,000.00 0.000 0.00 34 JOINT SEAL (MR 2") LF 65.0000 11,830.00 0.000 0.00 35 JOINT SEAL (TYPE AL) LF 35.0000 17,920.00 0.000 0.00 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 BAR REINFORCING STEEL (BRIDGE) LB 0.6100 1,920,890.00 96,266.000 58,722.26 455,962.000 278,136.82 F) 40 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 372,375.00 346,490.000 259,867.50 F) 41 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 38,100.00 0.000 0.00 F) WIDENING) 42 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 154,800.00 258,000.000 154,800.00 F) BRIDGE) 43 HEADED BAR REINFORCEMENT EA 6.0000 1,320.00 0.000 0.00 F) 44 STRUCTURAL STEEL (BRIDGE) LB 2.5000 177,500.00 71,000.000 177,500.00 71,000.000 177,500.00 F) 45 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 197,550.00 0.000 0.00 F) 46 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 10,975.00 0.000 0.00 F) 47 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 6,000.00 0.000 0.00 48 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,100.00 0.000 0.00 (0.063"-UNFRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,200.00 0.000 0.00 (0.080"-UNFRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 0.000 0.00 (0.080"-FRAMED) 51 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,000.0000 440,000.00 0.000 0.00 (SIGN FOUNDATION) 52 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,450.00 0.000 0.00 53 ROADSIDE SIGN - ONE POST EA 185.0000 4,625.00 0.000 0.00 54 ROADSIDE SIGN - TWO POST EA 340.0000 1,360.00 0.000 0.00 55 CLEAN AND PAINT STRUCTURAL STEEL LS 50,000.0000 50,000.00 0.000 0.00 56 12" ALTERNATIVE PIPE CULVERT LF 80.0000 11,200.00 0.000 0.00 57 15" ALTERNATIVE PIPE CULVERT LF 100.0000 6,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 18" ALTERNATIVE PIPE CULVERT LF 67.0000 221,100.00 1,195.000 80,065.00 59 30" ALTERNATIVE PIPE CULVERT LF 125.0000 61,250.00 267.000 33,375.00 267.000 33,375.00 60 54" ALTERNATIVE PIPE CULVERT LF 180.0000 73,800.00 440.000 79,200.00 61 12" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 12,800.00 0.000 0.00 62 18" CORRUGATED STEEL PIPE (.079" THICK) LF 90.0000 41,400.00 91.000 8,190.00 240.000 21,600.00 63 30" CORRUGATED STEEL PIPE (.079" THICK) LF 140.0000 26,600.00 0.000 0.00 64 8" WELDED STEEL PIPE LF 85.0000 3,825.00 0.000 0.00 65 ROCK SLOPE PROTECTION CY 100.0000 1,400.00 0.000 0.00 (1/4 TON, METHOD B) 66 MINOR CONCRETE (DITCH LINING) CY 400.0000 16,000.00 0.000 0.00 67 ROCK SLOPE PROTECTION FABRIC (TYPE B) SQFT 2.0000 560.00 0.000 0.00 68 MINOR CONCRETE (CURB) CY 500.0000 55,000.00 0.000 0.00 69 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 85,000.00 2.400 1,200.00 CONSTRUCTION) 70 MINOR CONCRETE (GUTTER) LF 35.0000 23,205.00 0.000 0.00 F) 71 MINOR CONCRETE (SIDEWALK) CY 500.0000 31,500.00 0.000 0.00 72 MINOR CONCRETE (CURB RAMP) CY 750.0000 9,000.00 0.000 0.00 73 REMOVABLE BOLLARD (WOOD) EA 1,000.0000 4,000.00 0.000 0.00 74 MISCELLANEOUS IRON AND STEEL LB 2.0000 52,482.00 2,392.000 4,784.00 3,631.000 7,262.00 F) 75 ISOLATION CASING LB 10.0000 116,000.00 3,809.000 38,090.00 7,618.000 76,180.00 F) 76 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 66,000.00 10,500.000 52,500.00 F) 77 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 27,500.00 0.000 0.00 F) 78 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 4,500.00 0.000 0.00 F) 79 METAL BEAM GUARD RAILING LF 40.0000 11,600.00 0.000 0.00 80 CHAIN LINK RAILING LF 50.0000 25,100.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 50) LF 55.0000 25,960.00 0.000 0.00 F) 82 TRANSITION RAILING (TYPE WB) EA 1,500.0000 6,000.00 0.000 0.00 83 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 12,000.00 0.000 0.00 84 CRASH CUSHION (SCI-100GM) EA 100,000.0000 200,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CRASH CUSHION MODULE, SAND FILLED EA 425.0000 11,900.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 250.0000 10,000.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 100.0000 98,800.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 60) LF 95.0000 24,700.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60C) LF 170.0000 20,400.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60D) LF 50.0000 68,250.00 0.000 0.00 F) 91 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 1,100,035.00 0.000 0.00 F) 92 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,885.00 0.000 0.00 93 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,600.00 0.000 0.00 94 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 500.00 0.000 0.00 95 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,650.00 0.000 0.00 96 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 13,000.00 2,237.000 559.25 97 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 520.00 88.000 352.00 98 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16.00 70.000 140.00 99 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,145.00 80.000 280.00 00 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 01 LIGHTING AND SIGN ILLUMINATION (STAGE LS 200,000.0000 200,000.00 0.000 0.00 CONSTRUCTION) 02 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.000 0.00 03 LIGHTING AND SIGN ILLUMINATION (GOLDEN LS 7,500.0000 7,500.00 0.000 0.00 GATE BRIDGE) 04 COMMUNICATION CONDUIT LS 30,000.0000 30,000.00 0.000 0.00 05 HIGH VOLTAGE CONDUIT LS 145,000.0000 145,000.00 0.000 0.00 06 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.000 0.00 07 BASE CAMERA SYSTEM LS 17,500.0000 17,500.00 0.000 0.00 08 TUNNEL TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 09 TRAFFIC OPERATION SYSTEM LS 215,000.0000 215,000.00 0.000 0.00 10 INTEGRATED CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0.00 11 CAMERA CONTROL UNIT EA 5,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 VIDEO ENCODER UNIT EA 6,000.0000 12,000.00 0.000 0.00 13 POWER STRIP EA 150.0000 450.00 0.000 0.00 14 EQUIPMENT SHELF EA 150.0000 450.00 0.000 0.00 15 HIGHWAY ADVISORY RADIO SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 16 GENERAL PACKET RADIO SYSTEM (GPRS) EA 4,000.0000 8,000.00 0.000 0.00 WIRELESS MODEM 17 FIBER OPTIC DATA MODEM EA 1,500.0000 6,000.00 0.000 0.00 18 FIBER OPTIC TRANSMITTER EA 1,500.0000 6,000.00 0.000 0.00 19 FIBER OPTIC DISTRIBUTION UNIT EA 1,500.0000 6,000.00 0.000 0.00 20 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 21 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.5000 172,665.00 0.000 0.00 F) 22 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 19,185.00 0.000 0.00 F) 23 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 24 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 42,160.00 0.000 0.00 FINISH) 25 12" WELDED STEEL PIPE (.250" THICK) LF 85.0000 33,150.00 0.000 0.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 0.500 80,000.00 1.000 160,000.00 29 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 90.0000 54,000.00 600.000 54,000.00 F) OCCURING ASBESTOS) 30 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 18,750.00 125.000 18,750.00 F) (SERPENTINE) 31 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 26,000.00 0.000 0.00 F) (NATURALLY OCCURING ASBESTOS) 32 STRUCTURE EXCAVATION (TYPE Z-2) CY 130.0000 44,200.00 340.000 44,200.00 F) (AERIALLY DEPOSITED LEAD) 33 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 25,800.00 17.000 1,020.00 47.000 2,820.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 21,000.00 0.000 0.00 F) 35 144" PERMANENT STEEL CASING LF 3,000.0000 1,455,000.00 485.200 1,455,600.00 36 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 80.0000 73,440.00 918.000 73,440.00 37 144" CAST-IN-DRILLED-HOLE CONCRETE LF 2,700.0000 1,309,500.00 50.000 135,000.00 485.200 1,310,040.00 PILING 38 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 71,100.00 790.000 71,100.00 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 10 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 72,000.00 45.000 72,000.00 PILING(ROCK SOCKET) 40 138" CAST-IN-DRILLED-HOLE CONCRETE LF 3,500.0000 917,000.00 262.000 917,000.00 PILING(ROCK SOCKET) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.000 0.00 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 0.000 0.00 (TRANSVERSE) 43 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 60,000.0000 60,000.00 0.000 0.00 BARS) 44 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 60,000.00 160.000 60,000.00 F) 45 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 4,950,000.00 1,003.000 501,500.00 1,609.070 804,535.00 F) 46 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 51,000.00 0.000 0.00 F) 47 STRUCTURAL CONCRETE, APPROACH SLAB CY 575.0000 34,500.00 0.000 0.00 F) (TYPE N) 48 PTFE SPHERICAL BEARING EA 10,000.0000 120,000.00 0.000 0.00 49 SEISMIC JOINT (ABUTMENT 1) LS 150,000.0000 150,000.00 0.000 0.00 50 SEISMIC JOINT (ABUTMENT 7) LS 160,000.0000 160,000.00 0.000 0.00 51 SEISMIC JOINT (HINGE 1) LS 300,000.0000 300,000.00 0.000 0.00 52 BAR REINFORCING STEEL (BRIDGE) LB 0.6700 2,942,640.00 60,986.000 40,860.62 2,117,609.000 1,418,798.03 F) 53 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9000 24,700.00 0.000 0.00 F) 54 HEADED BAR REINFORCEMENT EA 13.0000 182,000.00 0.000 0.00 F) 55 STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,175,000.00 1,277,682.200 3,194,205.50 1,277,682.200 3,194,205.50 F) 56 CLEAN AND PAINT STRUCTURAL STEEL LS 150,000.0000 150,000.00 0.000 0.00 57 ISOLATION CASING LB 10.0000 187,000.00 6,105.000 61,050.00 18,700.000 187,000.00 F) 58 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 60,000.00 0.000 0.00 F) 59 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 97,000.00 0.000 0.00 F) 60 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 75,000.00 0.000 0.00 F) 61 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 311,240.00 0.000 0.00 F) 62 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 7,840.00 0.000 0.00 FINISH) 63 BRIDGE REMOVAL, LOCATION A LS 0.0000 0.00 0.000 0.00 64 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 0.0000 0.00 0.000 0.00 F) OCCURING ASBESTOS) 65 STRUCTURE EXCAVATION (BRIDGE) CY 0.0000 0.00 0.000 0.00 F) (SERPENTINE) PROGRAM CAS145 PAGE 11 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 STRUCTURE EXCAVATION (RETAINING WALL) CY 0.0000 0.00 0.000 0.00 F) (NATURALLY OCCURING ASBESTOS) 67 STRUCTURE EXCAVATION (TYPE Z-2) CY 0.0000 0.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE BACKFILL (BRIDGE) CY 0.0000 0.00 0.000 0.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) CY 0.0000 0.00 0.000 0.00 F) 70 123" PERMANENT STEEL CASING LF 0.0000 0.00 0.000 0.00 71 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0000 0.00 0.000 0.00 72 123" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING 73 24" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING (ROCK SOCKET) 74 102" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING(ROCK SOCKET) 75 114" CAST-IN-DRILLED HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING (ROCK SOCKET) 76 138" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING(ROCK SOCKET) 77 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0.00 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0.00 (TRANSVERSE) 79 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 0.0000 0.00 0.000 0.00 BARS) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 0.0000 0.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 0.0000 0.00 0.000 0.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL CY 0.0000 0.00 0.000 0.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB CY 0.0000 0.00 0.000 0.00 F) (TYPE N) 84 PTFE SPHERICAL BEARING EA 0.0000 0.00 0.000 0.00 85 SEISMIC JOINT (ABUTMENT 1) LS 0.0000 0.00 0.000 0.00 86 SEISMIC JOINT (ABUTMENT 7) LS 0.0000 0.00 0.000 0.00 87 SEISMIC JOINT (HINGE 1) LS 0.0000 0.00 0.000 0.00 88 BAR REINFORCING STEEL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 89 BAR REINFORCING STEEL (RETAINING WALL) LB 0.0000 0.00 0.000 0.00 F) 90 HEADED BAR REINFORCEMENT EA 0.0000 0.00 0.000 0.00 F) 91 STRUCTURAL STEEL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 92 CLEAN AND PAINT STRUCTURAL STEEL LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 ISOLATION CASING LB 0.0000 0.00 0.000 0.00 F) 94 MISCELLANEOUS METAL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 95 BRIDGE DECK DRAINAGE SYSTEM LB 0.0000 0.00 0.000 0.00 F) 96 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 0.0000 0.00 0.000 0.00 F) 97 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 0.0000 0.00 0.000 0.00 F) 98 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 0.0000 0.00 0.000 0.00 FINISH) PROGRAM CAS145 PAGE 13 DATE 08/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 12:59 PM ESTIMATE NO. 09 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 08/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 08/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,502,249.32 19,612,782.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 227,558.44 1,842,236.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,729,807.76 21,455,019.78 99 MOBILIZATION LS 3521,256.0000 3,521,256.00 0.950 3,345,193.20 ORIGINAL CONTRACT AMOUNT 48,400,000.00 TOTAL WORK COMPLETED 5,729,807.76 24,800,212.98 MATERIALS ON HAND ON SITE 718,895.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,129.00 TOTAL 5,729,807.76 25,496,979.48 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 11/24/09 540 12/10/09 12/10/09 12/15/11 221 0 0 39 46% 34% PROGRESS IS SATISFACTORY SHARMA, JYOTSNA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/30/10