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 02/22/12 EST. NO.36 TIME 09:22 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 0414 753.89 E.W. @ F.A.(+) 110211 Y 1313.0 0415 249.26 111011 Y 1314.0 0416 256.27 111111 Y 1315.0 0417 223.57 111411 Y 1316.0 0418 341.69 111511 Y 1317.0 0419 256.27 111611 Y 1318.0 0420 188.46 111711 Y 1319.0 0421 86.63 113011 Y 1320.0 0422 267.69 121311 Y 1321.0 0423 245.30 102111 Y 1322.0 0424 62.82 112911 Y 1323.0 0425 190.65 120111 Y 1324.0 0426 251.28 120111 Y 1325.0 0427 176.45 120211 Y 1326.0 0428 265.63 120711 Y 1327.0 0431 149.70 120911 Y 1330.0 0432 62.82 121011 Y 1331.0 0433 132.29 121411 Y 1332.0 0435 80.99 121911 Y 1334.0 0436 227.05 122111 Y 1335.0 0437 94.23 122211 Y 1336.0 0438 138.33 010312 Y 1337.0 0440 3,170.07 081711 Y 1425.0 0444 381.62 010612 Y 1428.0 0445 309.68 010912 Y 1429.0 0447 127.09 011212 Y 1431.0 0448 351.83 011312 Y 1432.0 0449 127.09 011712 Y 1433.0 0451 171.19 011812 Y 1435.0 0459 603.39 012612 Y 1443.0 031 0139 3,274.63 E.W. @ F.A.(+) 082311 Y 1346.0 0140 495.00 090911 Y 1347.0 0145 233.16 110811 Y 1352.0 0147 279.94 111911 Y 1354.0 0151 279.94 121311 Y 1358.0 032 0167 520.33 E.W. @ F.A.(+) 071311 Y 1363.0 0169 436.19 082411 Y 1365.0 0170 484.60 082511 Y 1366.0 0171 241.78 091211 Y 1367.0 0172 740.04 092611 Y 1368.0 0173 733.19 093011 Y 1369.0 0174 2,543.79 100511 Y 1370.0 0175 343.32 101011 Y 1371.0 0177 484.60 102011 Y 1373.0 0178 199.45 110111 Y 1374.0 0180 812.30 110311 Y 1376.0 0181 440.98 110311 Y 1377.0 0182 440.98 111111 Y 1378.0 0184 440.98 111511 Y 1380.0 0187 264.58 112211 Y 1383.0 0189 440.98 113011 Y 1385.0 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 02/22/12 EST. NO.36 TIME 09:22 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0190 216.69 120211 Y 1386.0 0191 440.98 120811 Y 1387.0 0192 163.25 120811 Y 1388.0 0193 144.45 121411 Y 1389.0 0194 440.98 121511 Y 1390.0 0195 266.83 121911 Y 1391.0 0197 440.98 122211 Y 1393.0 0198 440.98 010412 Y 1394.0 0199 611.60 081311 Y 1467.0 0201 440.98 011212 Y 1469.0 047 0013 1,573.51 E.W. @ F.A.(+) 061111 Y 1154.0 051 0001 46,512.00 A.C. @ L.S.(+) 021412 N 1 0 75,767.22 TOTAL THIS ESTIMATE 4,657,310.60 TOTAL PREVIOUS ESTIMATE 4,733,077.82 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 02/22/12 EST. NO.36 TIME 09:22 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LACKING CPM UPDATES -255,080.00 06 LACKING CPM UPDATES -241,904.59 07 RELEASE SCHEDULE DED 496,984.59 08 MISSING SCH UPDATES -151,094.46 09 RELEASE CPM DEDUCTIN 151,094.46 10 LABOR COMPLIANCE -10,000.00 25 LACKING LAB COMPLIAN -10,000.00 27 LABOR COMPLIANCE 10,000.00 28 LACKING LAB COMPLIAN 10,000.00 28 LCV DEDUCTION STL682 -10,000.00 28 LABOR COMP LTR #751 -2,000.00 30 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 LOCATION PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA ROAD ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.500 12,500.00 002 TIME-RELATED OVERHEAD LS 300,000.0000 5,300,000.00 0.013 68,900.00 0.671 3,556,300.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 1,300.500 32,512.50 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 688.156 10,322.34 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.550 82,500.00 006 TEMPORARY INLET CAP EA 300.0000 8,400.00 12.000 3,600.00 007 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 0.000 0.00 008 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 259.200 82,944.00 STEEL PIPE 009 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 18.000 3,960.00 35.000 7,700.00 CULVERT (TYPE A) 010 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 137.510 30,252.20 CULVERT (TYPE B) 011 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 13.600 4,420.00 CULVERT (TYPE B) 012 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 0.600 12,000.00 (S) 013 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.014 2,100.00 0.648 97,200.00 014 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.007 35.00 0.814 4,070.00 PREVENTION PLAN 015 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.017 2,550.00 0.574 86,100.00 CONTROL 016 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.015 1,500.00 0.630 63,000.00 017 TEMPORARY SILT FENCE M 13.0000 15,600.00 930.060 12,090.78 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 5.000 10,000.00 019 TEMPORARY COVER M2 4.0000 18,000.00 900.200 3,600.80 020 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 1.000 700.00 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 28.000 11,200.00 022 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 1,300.000 1,300.00 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 45,000.0000 45,000.00 0.013 585.00 0.666 29,970.00 024 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 4.000 1,200.00 53.000 15,900.00 025 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 6.000 9,000.00 026 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.300 12,000.00 (S) 027 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.014 2,800.00 0.648 129,600.00 (S) 028 TYPE II BARRICADE EA 100.0000 5,900.00 6.000 600.00 (S) 029 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0.00 (S) 030 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 4.083 306.23 (S) 031 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 236.000 9,440.00 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 0.000 0.00 (S) 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.014 700.00 0.648 32,400.00 (S) 034 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 57.912 3,474.72 6,860.231 411,613.86 035 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 157.000 39,250.00 (S) 036 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0.00 (S) 037 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 5,759.386 57,593.86 (S) 038 ABANDON CULVERT EA 425.0000 4,250.00 0.000 0.00 039 ABANDON INLET EA 500.0000 2,500.00 0.000 0.00 040 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 1,999.800 21,997.80 041 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 276.000 13,800.00 (S) 042 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 886.000 1,772.00 (S) 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 4,348.700 8,697.40 (S) STRIPE 044 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 6,232.380 12,464.76 (S) 045 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 9.780 195.60 (S) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 8,473.380 12,710.07 (S) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 10.800 270.00 (S) 048 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 8,482.020 8,482.02 (S) 049 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 3.000 450.00 PROGRAM CAS145 PAGE 3 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 3.000 600.00 051 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 052 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 0.000 0.00 (S) 053 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 25.670 308.04 054 REMOVE CULVERT M 100.0000 106,000.00 838.600 83,860.00 055 REMOVE INLET EA 265.0000 12,190.00 29.000 7,685.00 056 REMOVE RETAINING WALL M 105.0000 7,875.00 82.000 8,610.00 057 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 447.500 14,767.50 058 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 0.000 0.00 059 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0.00 (S) 060 PLACE WATER VALVE COVER EA 250.0000 250.00 0.000 0.00 061 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 0.000 0.00 062 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000.00 063 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 9,738.400 19,476.80 (S) 064 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 141.300 9,891.00 065 REMOVE CONCRETE CURB M 29.0000 58,000.00 375.000 10,875.00 066 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620.00 067 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,443.000 21,645.00 068 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 12.000 1,800.00 (S) 069 BRIDGE REMOVAL, LOCATION A LS 700,000.0000 1,700,000.00 0.035 59,500.00 0.374 635,800.00 070 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 0.500 20,000.00 071 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 0.880 11,440.00 072 REMOVE TREE LS 50,000.0000 50,000.00 0.900 45,000.00 073 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.018 684.00 0.556 21,128.00 074 ROADWAY EXCAVATION M3 29.1000 625,650.00 9,000.000 261,900.00 075 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 6,639.020 416,930.46 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 0.500 1,500.00 PROGRAM CAS145 PAGE 4 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 149.950 11,246.25 (F) 078 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 319.000 63,800.00 (F) AND RESTRICTED MATERIAL) 079 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 143.400 21,510.00 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 987.400 36,533.80 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 1.180 162.84 082 SAND BACKFILL M3 200.0000 14,000.00 43.000 8,600.00 083 IMPORTED BORROW M3 40.2000 258,888.00 5,737.000 230,627.40 084 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 958.810 36,434.78 085 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 0.440 4,400.00 (S) INSTALLATION 086 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.000 0.00 (S) 087 IMPORTED TOPSOIL M3 60.0000 25,800.00 0.000 0.00 (S) 088 ROCK BLANKET M2 110.0000 68,200.00 0.000 0.00 (S) 089 DECOMPOSED GRANITE M2 40.0000 30,000.00 0.000 0.00 (S) 090 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 0.000 0.00 (S) 091 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0.00 (S) 092 FIBER ROLLS M 10.0000 11,000.00 367.680 3,676.80 (S) 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0.00 (S) 094 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 (S) 095 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 0.000 0.00 (S) 096 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 (S) 097 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 098 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 099 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 430.000 13,330.00 100 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 2,066.600 464,985.00 101 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 11,564.220 693,853.20 (CELLULAR CONCRETE) 102 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 13,915.880 1,142,493.75 103 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 1,602.340 171,450.38 PROGRAM CAS145 PAGE 5 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 8,650.000 19,030.00 105 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0.00 AREA) 106 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 0.000 0.00 107 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 0.000 0.00 108 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 0.000 0.00 109 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 0.000 0.00 110 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 6,968.000 15,678.00 111 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 565.000 22,035.00 PAVEMENT 112 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 422.300 527,875.00 113 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 12.000 240,000.00 (S) 114 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 1,351.200 148,632.00 (ALTERNATIVE V) 115 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 44.000 79,200.00 (S) 116 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 61.000 8,540.00 117 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 0.000 0.00 (S) 118 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 90.663 285,588.45 PILING (1830 MM) 119 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 0.000 0.00 (S) PILE (1830 MM) 120 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 2,383.140 10,247,502.00 PILING (2440 MM) 121 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 1.000 82,000.00 25.000 2,050,000.00 (S) PILE (2440 MM) 122 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 1,400,000.00 0.330 462,000.00 (S) 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 153.187 94,975.94 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 23.000 22,287.00 7,275.320 7,049,785.08 (F) 125 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 162.000 97,200.00 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 79.750 71,775.00 (F) (TYPE N) 127 MINOR CONCRETE M3 320.0000 60,800.00 58.000 18,560.00 128 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 45.410 33,149.30 (F) 129 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 22.800 13,224.00 130 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 0.000 0.00 (F) 132 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 0.000 0.00 (F) 133 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 20.000 100,000.00 (S) 134 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 16.470 11,529.00 (S) 135 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 14.045 9,831.50 (S) 136 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 28.090 154,495.00 (S) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 30,333.000 35,792.94 2,178,073.140 2,570,126.31 (SF) 138 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 5,802.000 14,505.00 268,848.500 672,121.25 (SF)(BRIDGE) 139 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 5,120.000 51,200.00 (SF) 140 SHOTCRETE M3 500.0000 79,000.00 0.000 0.00 (SF) 141 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 2,200.000 110,000.00 (SF) 142 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 8,232.250 98,787.00 (F) 143 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 8,232.250 8,232.25 (SF) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 14.870 2,007.45 (F) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 0.000 0.00 (1.6 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0.00 (2.0 MM-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 0.000 0.00 (1.6 MM-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 0.000 0.00 (2.0 MM-FRAMED) 149 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 0.000 0.00 150 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0.00 151 ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 153 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 0.600 30,000.00 154 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 5.100 688.50 155 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 44.800 8,288.00 156 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 224.600 37,059.00 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 105.300 23,166.00 PROGRAM CAS145 PAGE 7 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 317.900 68,348.50 159 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 95.100 16,167.00 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 34.600 8,477.00 161 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 282.500 76,275.00 162 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 0.000 0.00 163 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 48.700 13,149.00 (1.63 MM THICK) 164 WICK DRAIN M 2.3000 276,000.00 68,832.000 158,313.60 165 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 1,485.628 7,428.14 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 167 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0.00 168 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0.00 (FACING, METHOD B) 169 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 4.400 3,080.00 CONSTRUCTION) 170 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 0.000 0.00 (S) 171 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 1,967.000 6,884.50 (SF) 172 ISOLATION CASING KG 5.0000 265,000.00 26,280.261 131,401.31 (SF) 173 MISCELLANEOUS METAL KG 15.0000 217,500.00 4,461.540 66,923.10 (SF)(RESTRAINER - PIPE TYPE) 174 MISCELLANEOUS METAL KG 15.0000 54,000.00 1,200.000 18,000.00 (SF)(RESTRAINER - CABLE TYPE) 175 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 1,928.192 38,563.84 (SF) 176 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 0.000 0.00 (SF) 177 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 444.690 29,349.54 (S) VINYL-CLAD) 178 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 0.000 0.00 (S) 179 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 0.000 0.00 (S) 180 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 0.220 11,000.00 181 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0.00 182 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0.00 183 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 0.000 0.00 (S) 184 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 109.260 16,389.00 (SF) PROGRAM CAS145 PAGE 8 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 END CAP EA 1,000.0000 2,000.00 0.000 0.00 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 0.000 0.00 (S) 187 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0.00 (S) 188 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 0.000 0.00 (S) 189 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 0.000 0.00 190 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 24.000 7,200.00 191 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 539.080 161,724.00 192 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 27.440 7,546.00 194 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 0.000 0.00 (F) 195 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 764.000 152,800.00 (F) 196 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 163.000 48,900.00 197 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 0.000 0.00 (S) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 0.000 0.00 (S) 199 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 0.000 0.00 (S) 200 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 24,667.990 14,800.79 (S) 201 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 24.270 728.10 (S) 202 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 6,384.000 10,214.40 (S) 203 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 2,305.000 8,298.00 (S) 204 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 0.000 0.00 (S) 205 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 0.066 3,960.00 (S) 206 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.144 14,400.00 (S) 207 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.400 32,000.00 (S) 208 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.381 57,150.00 (S) 209 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 210 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 0.000 0.00 211 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 1.000 25,000.00 PROGRAM CAS145 PAGE 9 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:22 AM ESTIMATE NO. 36 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/12 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 302,573.66 36,048,519.07 ADJUSTMENT OF COMPENSATION 46,512.00 3,107,685.72 EXTRA WORK 29,255.22 1,625,392.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 378,340.88 40,781,596.89 213 MOBILIZATION LS 765,479.0000 8,765,479.00 1.000 8,765,479.00 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 378,340.88 49,547,075.89 MATERIALS ON HAND ON SITE 3,952,597.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -12,000.00 TOTAL 378,340.88 53,487,673.33 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 04/20/09 800 06/15/09 06/15/09 04/18/14 642 19 226 10 52% 81% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H SENG, TA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/12