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 02/23/11 EST. NO.17 TIME 07:38 AM 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 0150 805.42 E.W. @ F.A.(+) 030510 Y 0175.0 0194 304.46 040810 Y 0255.0 0329 133.42 072710 Y 0706.0 0331 1,822.98 030910 Y 0772.0 0332 1,093.40 031810 Y 0773.0 0333 45.51 040210 Y 0774.0 0334 65.20 042110 Y 0775.0 0336 602.25 042110 Y 0777.0 0337 1,437.98 050610 Y 0778.0 0338 2,657.13 050710 Y 0779.0 0339 54.21 051210 Y 0780.0 0340 2,413.95 052710 Y 0781.0 0341 2,553.54 060210 Y 0782.0 0342 307.32 060910 Y 0783.0 0343 1,437.98 062310 Y 0784.0 0344 274.56 070610 Y 0785.0 0345 245.41 072310 Y 0786.0 0417 121.76 100610 Y 0996.0 0420 291.87 100710 Y 0999.0 0452 45.08 111710 Y 1164.0 0467 838.95 120610 Y 1211.0 0468 922.60 120710 Y 1212.0 0469 291.57 120810 Y 1213.0 0470 775.00 120910 Y 1214.0 0471 838.95 121010 Y 1215.0 0472 583.15 121310 Y 1216.0 0473 434.93 121510 Y 1217.0 0474 837.42 121610 Y 1218.0 0475 265.68 121710 Y 1219.0 0476 359.68 122110 Y 1220.0 0477 385.42 122710 Y 1221.0 0478 246.63 122810 Y 1222.0 0479 583.15 122910 Y 1223.0 0488 1,746.53 083010 Y 1270.0 0489 5,128.78 083010 Y 1271.0 0490 2,499.92 083010 Y 1272.0 0491 2,511.39 083010 Y 1273.0 0494 7,227.00 091010 Y 1276.0 0495 2,409.00 091310 Y 1277.0 0498 7,227.00 100810 Y 1280.0 0499 2,409.00 101110 Y 1281.0 0506 7,227.00 110510 Y 1288.0 0507 2,409.00 110810 Y 1289.0 0510 7,227.00 120310 Y 1292.0 0511 2,409.00 120610 Y 1293.0 003 0010 300.00 E.W. @ F.A.(+) 043010 Y 1295.0 0011 300.00 073010 Y 1296.0 0012 300.00 083110 Y 1297.0 0013 300.00 102810 Y 1298.0 0014 300.00 113010 Y 1299.0 004 0006 1,687.50 E.W. @ F.A.(+) 111510 Y 1301.0 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 02/23/11 EST. NO.17 TIME 07:38 AM 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 --------------------------------------------------------------------------- 008 0019 2,168.10 E.W. @ F.A.(+) 102610 Y 1303.0 0020 1,445.40 110110 Y 1304.0 015 0017 424.05 E.W. @ F.A.(+) 031710 N 0361.0 0018 748.51 031510 N 0362.0 0046 702.27 080510 N 0670.0 021 0051 1,164.00 E.W. @ F.A.(+) 042610 Y 0333.0 0055 395.15 042710 Y 0335.0 0083 244.19 072210 Y 0757.0 0086 2,332.00 031210 Y 0818.0 0087 3,652.00 031510 Y 0819.0 0088 616.00 032010 Y 0820.0 0090 352.00 041610 Y 0822.0 0092 365.24 091010 Y 0914.0 0093 759.69 092010 Y 0915.0 0094 357.41 092110 Y 0916.0 0095 525.03 092210 Y 0917.0 0103 1,672.12 040610 N 1074.0 0105 352.00 030210 Y 1139.0 0106 465.30 030310 Y 1140.0 0110 2,746.77 092910 Y 1225.0 0111 585.36 093010 Y 1226.0 0112 388.83 100610 Y 1227.0 0113 295.12 100710 Y 1228.0 0114 317.89 102910 Y 1229.0 0118 583.53 110710 Y 1233.0 0121 446.75 111810 Y 1236.0 0122 562.29 120210 Y 1237.0 0123 729.40 120510 Y 1238.0 0124 421.54 120610 Y 1239.0 0126 505.17 120910 Y 1241.0 0131 982.56 122010 Y 1367.0 0132 1,062.72 122210 Y 1368.0 0133 583.53 122510 Y 1369.0 0134 433.81 122810 Y 1370.0 0135 624.45 122810 Y 1371.0 0136 770.86 122910 Y 1372.0 025 0001 367,100.00 E.W. @ L.S.(+) 012011 N 1362.0 049 0002 1,695.71 E.W. @ F.A.(+) 060310 N 0480.0 0003 2,803.68 061010 N 0484.0 0004 2,406.56 061110 N 0485.0 0006 4,947.26 052710 N 0614.0 0007 11,234.06 060310 N 0615.0 0008 11,474.05 061010 N 0617.0 0011 9,428.14 060910 N 0930.0 0012 575.05 080210 Y 0745 0 0024 836.27 062310 Y 1103.0 0026 2,205.23 062510 Y 1105.0 0028 3,168.36 062810 Y 1107.0 0030 1,101.21 062910 Y 1109.0 0034 435.36 072910 Y 1113.0 0043 655.09 060810 Y 1040.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/23/11 EST. NO.17 TIME 07:38 AM 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 --------------------------------------------------------------------------- 0049 712.41 061610 Y 1048.0 0051 2,633.23 061710 Y 1050.0 0052 509.16 061810 Y 1061.0 0064 560.97 060110 Y 1029.0 0065 2,473.58 060110 Y 1030.0 058 0001 721.88 E.W. @ F.A.(+) 111810 N 1189.0 0002 1,638.86 111910 N 1190.0 0003 2,952.02 112210 N 1191.0 0004 3,161.09 112410 N 1192.0 0005 3,584.33 112910 N 1193.0 0006 2,799.45 113010 N 1194.0 0007 2,874.19 120110 N 1195.0 0008 3,534.92 120210 N 1196.0 0009 3,165.57 120710 N 1197.0 0010 2,324.96 120810 N 1198.0 0012 3,665.31 121310 N 1200.0 0013 3,851.18 121410 N 1201.0 0014 3,306.64 121510 N 1202.0 0015 3,828.85 121610 N 1203.0 0016 2,103.10 122010 N 1204.0 0017 3,538.92 123010 N 1210.0 0018 1,437.13 122210 N 1206.0 0019 1,190.39 122710 N 1207.0 0020 1,190.39 122810 N 1208.0 0021 1,190.39 122910 N 1209.0 0022 1,726.25 122110 N 1205.0 0023 1,902.40 010311 N 1257.0 0024 1,147.48 101510 Y 1244.0 0025 483.59 101810 Y 1245.0 0027 1,599.23 101910 Y 1247.0 0028 344.66 102610 Y 1248.0 0029 424.66 102710 Y 1249.0 0030 2,386.40 110410 Y 1250.0 0031 445.38 113010 Y 1251.0 0032 510.91 120110 Y 1252.0 0034 2,640.00 113010 Y 1338.0 0035 669.57 122110 Y 1386.0 0036 2,391.19 122710 Y 1387.0 0037 2,297.01 122810 Y 1388.0 0038 772.21 123010 Y 1389.0 059 0001 1,583.40 E.W. @ F.A.(+) 083010 N 0945.0 0002 689.11 083110 N 0946.0 0010 13,202.75 E.W. @ L.S.(+) 121710 N 1148.0 065 0001 2,718.38 E.W. @ F.A.(+) 122810 N 1259.0 0002 2,638.31 122910 N 1260.0 0003 2,076.77 122710 N 1261.0 630,140.33 TOTAL THIS ESTIMATE 13,576,146.55 TOTAL PREVIOUS ESTIMATE 14,206,286.88 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 02/23/11 EST. NO.17 TIME 07:38 AM 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 LOCATION 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 6.800 1,700.00 03 TIME-RELATED OVERHEAD WDAY 9,260.0000 5,000,400.00 31.000 287,060.00 405.000 3,750,300.00 04 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 13.0000 169,000.00 8,075.000 104,975.00 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 1.000 40,000.00 09 18" TEMPORARY CULVERT LF 25.0000 8,750.00 128.000 3,200.00 10 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.060 1,500.00 0.840 21,000.00 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 -0.480 -24,000.00 0.840 42,000.00 CONTROL 13 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 31,800.00 700.000 2,100.00 24,120.000 72,360.00 14 TEMPORARY FIBER ROLL LF 3.0000 7,200.00 50.000 150.00 5,225.000 15,675.00 15 TEMPORARY SILT FENCE LF 2.0000 8,980.00 4,990.000 9,980.00 16 TEMPORARY GRAVEL BAG BERM LF 10.0000 31,500.00 6,135.000 61,350.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 2.000 15,000.00 14.000 105,000.00 18 TEMPORARY COVER SQYD 8.0000 7,760.00 400.000 3,200.00 27,179.350 217,434.80 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 3.000 1,500.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 13,500.00 6.000 1,800.00 28.000 8,400.00 22 TEMPORARY HYDRAULIC MULCH SQYD 1.6100 8,050.00 17,001.000 27,371.61 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.840 42,000.00 24 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.060 1,500.00 0.840 21,000.00 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 0.980 98,000.00 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 0.840 84,000.00 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 0.840 16,800.00 35 TEMPORARY RAILING (TYPE K) LF 13.0000 205,400.00 15,106.000 196,378.00 36 TEMPORARY CRASH CUSHION MODULE EA 350.0000 11,550.00 11.000 3,850.00 37 TEMPORARY TRAFFIC SCREEN LF 2.0000 26,800.00 4,170.000 8,340.00 38 SOUND CONTROL AND MONITORING LS 200,000.0000 200,000.00 0.005 1,000.00 0.975 195,000.00 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 3.000 13,500.00 PROGRAM CAS145 PAGE 3 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 20.0000 8,200.00 120.000 2,400.00 51 REMOVE INLET EA 650.0000 16,900.00 22.000 14,300.00 52 REMOVE BASE AND SURFACING CY 20.0000 26,000.00 1,976.000 39,520.00 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 33,000.00 705.000 10,575.00 58 REMOVE METAL RAILING LF 45.0000 26,100.00 1,675.000 75,375.00 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 1.000 310,000.00 61 BRIDGE REMOVAL, LOCATION C LS 225,000.0000 225,000.00 0.125 28,125.00 1.000 225,000.00 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 1.000 100,000.00 64 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.060 300.00 0.840 4,200.00 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 5,860.000 791,100.00 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION CY 60.0000 528,000.00 11,090.000 665,400.00 (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 453,500.00 212.000 21,200.00 3,966.000 396,600.00 F) OCCURING ASBESTOS) 72 STRUCTURE EXCAVATION (BRIDGE) (TEMPORARY CY 135.0000 18,225.00 135.000 18,225.00 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 1,453.000 152,565.00 F) (SERPENTINE) 75 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 349,000.00 2,303.000 230,300.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 140,000.00 500.000 50,000.00 F) (SERPENTINE) 78 STRUCTURE EXCAVATION (TYPE Z-2) CY 120.0000 317,400.00 114.000 13,680.00 2,156.000 258,720.00 F) (AERIALLY DEPOSITED LEAD) 79 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 275,400.00 1,028.000 87,380.00 F) 80 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 75.0000 13,500.00 180.000 13,500.00 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 3,720.000 223,200.00 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 24,357.000 438,426.00 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 0.020 200.00 0.020 200.00 90 EROSION CONTROL (NETTING) SQYD 5.0000 69,000.00 598.000 2,990.00 598.000 2,990.00 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 1.000 2,000.00 1.000 2,000.00 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 43.000 1,505.00 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 3,158.430 126,337.20 97 LEAN CONCRETE BASE CY 125.0000 262,500.00 -827.810 -103,476.25 0.000 0.00 98 HOT MIX ASPHALT TON 85.0000 1,139,000.00 827.810 70,363.85 7,800.630 663,053.55 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 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 288,600.00 161.000 48,300.00 512.000 153,600.00 F) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 22,000.00 55.000 22,000.00 F) (TEMPORARY WIDENING) 17 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 3,350,000.00 570.500 285,250.00 2,307.900 1,153,950.00 F) 18 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 825.0000 181,500.00 220.000 181,500.00 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 1,133.000 396,550.00 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 423,000.00 104.000 62,400.00 F) (TYPE N MODIFIED) 25 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 204,000.00 8.400 8,400.00 133.400 133,400.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,626.000 18,071.86 951,181.000 580,220.41 F) 40 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 372,375.00 361,878.000 271,408.50 F) 41 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 38,100.00 63,500.000 38,100.00 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 74,360.000 185,900.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 93.000 6,231.00 1,946.000 130,382.00 59 30" ALTERNATIVE PIPE CULVERT LF 125.0000 61,250.00 267.000 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 41,400.00 240.000 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 1,522.000 3,044.00 15,044.000 30,088.00 F) 75 ISOLATION CASING LB 10.0000 116,000.00 11,600.000 116,000.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.279 55,800.00 CONSTRUCTION) 02 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.093 16,275.00 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 0.450 13,500.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 160,000.00 29 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 90.0000 54,000.00 656.000 59,040.00 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 44,200.00 346.000 44,980.00 F) (AERIALLY DEPOSITED LEAD) 33 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 25,800.00 146.500 8,790.00 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 1,309,500.00 485.200 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.140 98,000.00 0.260 182,000.00 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 0.400 24,000.00 BARS) 44 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 60,000.00 169.500 63,562.50 F) 45 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 4,950,000.00 433.000 216,500.00 5,755.070 2,877,535.00 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 7.000 70,000.00 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 2,942,640.00 632,329.000 423,660.43 3,661,724.000 2,453,355.08 F) 53 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9000 24,700.00 2,122.000 4,031.80 F) 54 HEADED BAR REINFORCEMENT EA 13.0000 182,000.00 0.000 0.00 F) 55 STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,175,000.00 492,240.000 1,230,600.00 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 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 5,640.000 28,200.00 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 07:38 AM ESTIMATE NO. 17 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 02/20/11 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,443,349.89 27,106,679.70 ADJUSTMENT OF COMPENSATION 0.00 9,611,186.41 EXTRA WORK 630,140.33 4,595,100.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,073,490.22 41,312,966.58 99 MOBILIZATION LS 3521,256.0000 3,521,256.00 1.000 3,521,256.00 ORIGINAL CONTRACT AMOUNT 48,400,000.00 TOTAL WORK COMPLETED 2,073,490.22 44,834,222.58 MATERIALS ON HAND ON SITE 1,239,016.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,129.00 TOTAL 2,073,490.22 46,051,109.78 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 12/15/11 405 0 0 39 69% 68% PROGRESS IS SATISFACTORY SHARMA, JYOTSNA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/11