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 10/20/05 EST. NO.33 TIME 10:01 AM R.E. NAME: MAHANTESH ANIGOL 04-0T1444 --------------------------------------------------------------------------- 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 0119 43.80 E.W. @ F.A.(+) 062805 Y 5357.0 0120 43.80 062905 Y 5358.0 0121 43.80 063005 Y 5359.0 0122 43.80 070105 Y 5360.0 002 0049 402.00 A.C. @ U.P.(+) 063005 Y 5362.0 0050 780.40 073105 Y 5363.0 0051 531.20 083005 Y 5364.0 025 0041 994.86 E.W. @ F.A.(+) 082205 N 0345.0 0042 330.11 082305 N 0347.0 0043 1,040.82 082405 N 0349.0 031 0010 1,367.98 E.W. @ F.A.(+) 091205 N 0333.0 0011 1,107.30 091305 N 0334.0 032 0001 78,966.00 E.W. @ L.S.(+) 100905 N 0360.0 035 0008 70,965.00 E.W. @ L.S.(+) 092705 N 5355.0 0009 9,393.00 A.C. @ L.S.(+) 092705 N 5356.0 045 0043 333.87 E.W. @ F.A.(+) 083105 N 0353.0 059 0005 193.64 E.W. @ F.A.(+) 071405 Y 5370.0 0006 695.75 072005 Y 5371.0 0007 376.99 071305 Y 5369.0 0008 325.81 070805 Y 5367.0 0009 191.09 071105 Y 5368.0 064 0003 323.56 E.W. @ F.A.(+) 081105 Y 5384.0 067 0001 642.13 E.W. @ F.A.(+) 082305 N 0346.0 0002 3,474.60 082405 N 0348.0 0003 3,364.08 082505 N 0350.0 0004 2,943.92 082605 N 0351.0 0005 1,693.86 082905 N 0352.0 0006 1,035.78 090105 N 0354.0 0007 2,011.88 090205 N 0355.0 183,660.83 TOTAL THIS ESTIMATE 1,495,609.08 TOTAL PREVIOUS ESTIMATE 1,679,269.91 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 10/20/05 EST. NO.33 TIME 10:01 AM R.E. NAME: MAHANTESH ANIGOL 04-0T1444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 5 FOOTING -540.74 08 OUT OF OPERATING RAN -367.20 09 FAILED AS4 AT SB29 -1,100.00 15 LATE REOPEN CLOSURES -3,300.00 20 PER LETTER # S-76 -3,600.00 21 AS4 GRAD FAIL SB29 -1,100.00 26 AS4 GRAD FALL SB29 1,100.00 27 0.00 -8,907.94 LABOR COMPLIANCE VIOLATION LABOR COMPLIAN VIO -10,000.00 14 LABOR COMPLIANCE VIO -10,000.00 16 LABOR COMPLIANCE VIO -10,000.00 18 MCM LBR NON COMPLIAN -5,000.00 23 0.00 -35,000.00 OVERBID ITEMS OVERBID ITEM NO. 222 -1,637.92 04 OVERBID ITEM NO. 222 -818.96 05 OVERBID ITEM NO. 222 -655.16 07 OVERBID ITEM NO. 222 -163.80 17 0.00 -3,275.84 TOTAL DEDUCTIONS 0.00 -47,183.78 PROGRAM CAS145 PAGE 1 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 LOCATION PROGRESS ESTIMATE 04-SOL-37-9.3/10.5 ----------------- 04-SOL-29-4.7/5.9 O C JONES AND SONS INC AND IN SOLANO COUNTY IN VALLEJO FROM M C M CONSTRUCTION INC A JOINT 0.1 KM WEST OF ENTERPRISE STREET VENTURE TO 0.6 KM EAST OF DIABLO STREET 1520 FOURTH STREET BERKELEY CA 94710 FED. AID NO. NH- ( ) CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.940 1,410.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 550,000.00 2.000 2,200.00 486.000 534,600.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 21,100.00 246.000 2,460.00 2,078.000 20,780.00 04 300 MM TEMPORARY FLARED END SECTION EA 300.0000 2,700.00 1.000 300.00 7.000 2,100.00 05 300 MM TEMPORARY CULVERT M 110.0000 8,690.00 37.010 4,071.10 06 300 MM TEMPORARY CORRUGATED STEEL PIPE M 150.0000 14,250.00 66.600 9,990.00 07 450 MM TEMPORARY FLARED END SECTION EA 285.0000 855.00 5.000 1,425.00 08 450 MM TEMPORARY CULVERT M 185.0000 15,540.00 144.500 26,732.50 09 450 MM TEMPORARY SLOTTED CORRUGATED M 325.0000 7,150.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 10 TEMPORARY SEDIMENTATION BASIN EA 4,300.0000 12,900.00 2.000 8,600.00 11 TEMPORARY INLET COVER EA 250.0000 1,000.00 2.800 700.00 12 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.750 1,125.00 S) PREVENTION PLAN 13 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.750 18,750.00 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 14,800.00 5.000 18,500.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 9.500 38,000.00 16 TEMPORARY SILT FENCE M 10.0000 37,500.00 872.320 8,723.20 3,491.540 34,915.40 17 TEMPORARY COVER LS 25,000.0000 25,000.00 0.250 6,250.00 18 TEMPORARY DRAIN INLET PROTECTION EA 425.0000 4,250.00 13.000 5,525.00 19 CONSTRUCTION AREA SIGNS LS 13,700.0000 13,700.00 0.750 10,275.00 S) 20 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.150 1,500.00 0.840 8,400.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 83.000 2,905.00 S) 22 TEMPORARY RAILING (TYPE K) M 22.0000 89,980.00 206.450 4,541.90 3,859.250 84,903.50 S) PROGRAM CAS145 PAGE 2 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 175.0000 33,250.00 175.000 30,625.00 S) 24 ABANDON CULVERT EA 340.0000 2,720.00 5.000 1,700.00 25 ABANDON INLET EA 795.0000 2,385.00 3.000 2,385.00 26 REMOVE CHAIN LINK FENCE M 10.0000 16,900.00 2,272.000 22,720.00 27 REMOVE FLARED END SECTION EA 275.0000 1,375.00 3.000 825.00 28 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 17,020.00 939.000 2,159.70 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.3000 660.00 900.000 2,970.00 STRIPE 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 4,620.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 1.0000 840.00 482.000 482.00 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,900.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 50.0000 200.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 34 REMOVE ASPHALT CONCRETE M2 30.0000 1,200.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE M 10.0000 920.00 130.000 1,300.00 36 REMOVE DRAINAGE GATE EA 500.0000 500.00 0.000 0.00 37 REMOVE CULVERT EA 650.0000 2,600.00 8.000 5,200.00 38 CLEAN 600 MM DRAINAGE FACILITY EA 3,300.0000 3,300.00 0.000 0.00 39 REMOVE INLET EA 535.0000 2,675.00 7.000 3,745.00 40 REMOVE HEADWALL EA 865.0000 2,595.00 2.000 1,730.00 41 REMOVE EXISTING SOUND WALL M2 10.0000 11,800.00 1,011.230 10,112.30 42 REMOVE BASE AND SURFACING M3 12.0000 55,680.00 4,903.000 58,836.00 43 SALVAGE DOUBLE THRIE BEAM BARRIER M 33.0000 15,840.00 480.000 15,840.00 44 SALVAGE METAL BEAM GUARD RAILING M 27.0000 1,944.00 130.000 3,510.00 45 SALVAGE CONCRETE BARRIER (TYPE K) M 9.0000 8,190.00 768.100 6,912.90 46 ADJUST INLET EA 500.0000 500.00 0.000 0.00 47 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 2.000 1,000.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 20,940.00 3,000.000 18,000.00 3,000.000 18,000.00 S) (45 MM MAXIMUM) 49 REMOVE CONCRETE M3 1,000.0000 3,000.00 5.280 5,280.00 6.504 6,504.00 PROGRAM CAS145 PAGE 3 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 250.0000 250.00 1.000 250.00 51 SALVAGE CRASH CUSHION EA 1,000.0000 4,000.00 3.000 3,000.00 52 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 53 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.940 18,800.00 54 ROADWAY EXCAVATION M3 6.0000 1,440,000.00 190,469.190 1,142,815.14 55 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 44,250.00 2,931.510 43,972.65 (AERIALLY DEPOSITED LEAD) 56 SITE REMEDIATION (EXCAVATION) M3 92.0000 46,000.00 369.880 34,028.96 S) 57 CLASS II WASTE DISPOSAL TONN 40.4000 35,956.00 399.840 16,153.54 S) 58 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 S) 59 HEALTH, SAFETY AND WORK PLAN LS 8,000.0000 8,000.00 0.750 6,000.00 S) 60 REMEDIAL ACTION COMPLETION REPORT LS 4,600.0000 4,600.00 0.750 3,450.00 S) 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 129,675.00 5,187.000 129,675.00 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 393,920.00 6,361.000 508,880.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 15,600.00 624.000 15,600.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 14,240.00 178.000 14,240.00 F) (TYPE D) 65 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 152,614.00 80.000 1,760.00 7,687.000 169,114.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 18.0000 52,020.00 -121.000 -2,178.00 2,890.000 52,020.00 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 6,500.00 130.000 6,500.00 F) WALL) 68 EARTH RETAINING STRUCTURE M2 500.0000 860,000.00 1,720.790 860,395.00 F) 69 IMPORTED BORROW TONN 4.5000 2,407,500.00 789,528.650 3,552,878.93 70 INSTRUMENTATION INSTALLATION AND LS 25,000.0000 25,000.00 0.750 18,750.00 MONITORING 71 DRAIN OUTLET PROTECTION EA 450.0000 3,600.00 6.000 2,700.00 S) 72 EROSION CONTROL (NETTING) M2 3.0000 35,700.00 1,022.000 3,066.00 7,810.600 23,431.80 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 5.000 3,750.00 S) 74 STRAW (EROSION CONTROL) TONN 375.0000 13,875.00 36.290 13,608.75 S) 75 FIBER (EROSION CONTROL) KG 0.9000 5,328.00 4,637.800 4,174.02 S) 76 FIBER ROLLS M 4.9200 39,852.00 8,397.400 41,315.21 S) PROGRAM CAS145 PAGE 4 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FLARED END SECTION PROTECTION EA 375.0000 3,375.00 8.000 3,000.00 S) 78 TEE DISSIPATER PROTECTION EA 375.0000 3,000.00 0.000 0.00 S) 79 COMPOST (EROSION CONTROL) KG 0.5200 9,048.00 14,473.600 7,526.27 S) 80 PURE LIVE SEED (EROSION CONTROL) KG 43.0000 33,110.00 825.400 35,492.20 S) 81 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 1,300.00 1,225.200 1,225.20 S) 82 NPS 2 SUPPLY LINE (BRIDGE) M 100.0000 23,600.00 236.000 23,600.00 F) 83 WATER METER EA 28,300.0000 84,900.00 0.000 0.00 S) 84 200 MM CORRUGATED HIGH DENSITY M 75.0000 3,600.00 23.300 1,747.50 46.200 3,465.00 POLYETHYLENE PIPE CONDUIT 85 CLASS 4 AGGREGATE SUBBASE M3 27.0000 723,600.00 25,241.030 681,507.81 86 CLASS 3 AGGREGATE BASE M3 33.0000 620,400.00 17,620.570 581,478.81 87 ASPHALT TREATED PERMEABLE BASE M3 80.0000 292,800.00 3,525.240 282,019.20 88 ASPHALT CONCRETE (TYPE A) TONN 44.0000 1,834,800.00 32,479.390 1,429,093.16 89 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,700.00 940.740 9,407.40 AREA) 90 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.7500 3,795.00 762.600 2,097.15 91 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.7500 2,640.00 731.100 2,010.53 92 LIQUID ASPHALT (PRIME COAT) TONN 250.0000 250.00 0.000 0.00 93 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 14,000.00 21.250 4,250.00 94 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 322,700.00 6,228.316 435,982.12 95 DRIVE STEEL PILE (HP 360 X 174) EA 600.0000 145,200.00 395.000 237,000.00 S) 96 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 214,500.00 1,418.600 212,790.00 S) PILING 97 1.68 M CAST-IN-DRILLED HOLE CONCRETE M 1,000.0000 159,000.00 0.000 0.00 SF)PILING 98 2.14 M CAST-IN-DRILLED HOLE CONCRETE M 1,500.0000 219,000.00 0.000 0.00 SF)PILING 99 FURNISH PILING (CLASS 900C) M 35.0000 228,200.00 6,532.011 228,620.39 00 DRIVE PILE (CLASS 900C) EA 600.0000 254,400.00 424.000 254,400.00 S) 01 FURNISH PILING (CLASS 625C) M 33.0000 98,010.00 3,179.671 104,929.14 02 DRIVE PILE (CLASS 625C) EA 600.0000 122,400.00 204.000 122,400.00 S) 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (CLASS 625) M 37.0000 51,800.00 1,395.000 51,615.00 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 700.0000 108,500.00 2.000 1,400.00 S) 06 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 60.0000 167,400.00 128.750 7,725.00 3,087.738 185,264.28 PILING (BARRIER) 07 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 1.000 600,000.00 S) 08 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 840,600.00 3,514.000 1,054,200.00 F) 09 STRUCTURAL CONCRETE, BRIDGE M3 521.0000 9,473,343.00 -20.000 -10,420.00 18,582.000 9,681,222.00 F) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 254,400.00 848.000 254,400.00 F) 11 STRUCTURAL CONCRETE, BARRIER SLAB M3 250.0000 52,250.00 62.700 15,675.00 209.000 52,250.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 191,000.00 764.000 191,000.00 F) (TYPE N) 13 MINOR CONCRETE (MINOR STRUCTURE) M3 1,235.0000 132,145.00 12.530 15,474.55 123.040 151,954.40 F) 14 ARCHITECTURAL TREATMENT M2 75.0000 175,575.00 21.000 1,575.00 2,369.000 177,675.00 F) 15 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 78,000.00 0.000 0.00 S) BULB-TEE GIRDER (25 M -30 M) 16 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,500.0000 346,500.00 0.000 0.00 S) BULB-TEE GIRDER (35 M -40 M) 17 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 27,000.00 0.000 0.00 S) 18 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 456,000.00 1,047.096 125,651.52 3,770.096 452,411.52 F) 19 SOUND WALL (MASONRY BLOCK) M2 120.0000 156,000.00 1,301.830 156,219.60 SF) 20 PTFE BEARING EA 1,500.0000 30,000.00 22.000 33,000.00 S) 21 JOINT SEAL (MR 30 MM) M 70.0000 5,950.00 85.000 5,950.00 S) 22 JOINT SEAL ASSEMBLY (MR 80 MM) M 125.0000 11,000.00 95.500 11,937.50 S) 23 JOINT SEAL ASSEMBLY (MR 90 MM) M 130.0000 1,950.00 7.000 910.00 S) 24 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 850.0000 40,800.00 34.000 28,900.00 S) 25 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,000.0000 34,000.00 55.500 55,500.00 S) 26 JOINT SEAL (MR 40 MM) M 80.0000 720.00 9.000 720.00 S) 27 JOINT SEAL (MR 50 MM) M 90.0000 810.00 9.000 810.00 S) 28 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 2,816,880.00 2,978,580.000 2,978,580.00 SF) 29 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 67,410.00 64,200.000 67,410.00 SF) 30 BAR REINFORCING STEEL (EPOXY COATED) KG 1.7000 337,450.00 0.000 0.00 SF)(BRIDGE) PROGRAM CAS145 PAGE 6 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 HEADED BAR REINFORCEMENT EA 20.0000 920.00 166.000 3,320.00 S) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 5.6500 90,343.50 15,990.000 90,343.50 SF) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6500 10,393.50 15,990.000 10,393.50 SF) 34 920 MM CAST-IN-DRILLED-HOLE M 800.0000 19,200.00 24.000 19,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 35 METAL (RAIL MOUNTED SIGN) KG 19.0000 3,800.00 0.000 0.00 36 ROADSIDE SIGN - ONE POST EA 240.0000 14,160.00 54.000 12,960.00 37 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 5.000 3,000.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 8.000 800.00 METHOD) 39 INSTALL SIGN PANEL ON EXISTING FRAME M2 223.0000 6,467.00 0.000 0.00 40 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 2,700.00 22.400 4,032.00 41 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 82,800.00 13.360 2,404.80 458.360 82,504.80 42 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 180.0000 19,800.00 26.000 4,680.00 80.800 14,544.00 43 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 165.0000 24,750.00 222.060 36,639.90 44 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 60,800.00 312.300 59,337.00 45 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 190.0000 11,780.00 61.500 11,685.00 46 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 230.0000 34,500.00 141.050 32,441.50 47 750 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 244.0000 11,956.00 48.500 11,834.00 48 600 MM REINFORCED CONCRETE PIPE M 334.0000 17,702.00 53.000 17,702.00 49 JACKED 600 MM REINFORCED CONCRETE PIPE M 975.0000 59,475.00 0.000 0.00 (CLASS III) 50 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 79,200.00 61.000 73,200.00 (CLASS III) 51 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 60,000.00 48.800 58,560.00 (CLASS IV) 52 JACKED 600 MM REINFORCED CONCRETE PIPE M 975.0000 71,175.00 0.000 0.00 (CLASS V) 53 300 MM BITUMINOUS COATED CORRUGATED M 127.0000 27,940.00 218.200 27,711.40 STEEL PIPE (1.63 MM THICK) 54 450 MM BITUMINOUS COATED CORRUGATED M 190.0000 9,690.00 51.000 9,690.00 STEEL PIPE (1.63 MM THICK) 55 450 MM SLOTTED CORRUGATED STEEL PIPE M 152.0000 17,632.00 59.000 8,968.00 (1.63 MM THICK) 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 48,400.00 2,178.200 43,564.00 57 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 8,000.00 96.300 4,815.00 PROGRAM CAS145 PAGE 7 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CLASS 3 PERMEABLE MATERIAL M3 42.0000 57,120.00 1,009.000 42,378.00 59 200 MM ALTERNATIVE PIPE UNDERDRAIN M 65.0000 16,250.00 294.000 19,110.00 60 ANCHOR ASSEMBLY EA 317.0000 11,412.00 32.000 10,144.00 61 750 MM CONCRETE FLARED END SECTION EA 963.0000 3,852.00 3.000 2,889.00 62 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 1,375.00 2.000 550.00 (TYPE A) 63 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 825.00 4.000 1,100.00 (TYPE B) 64 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 275.00 6.000 1,650.00 (TYPE C) 65 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 4.000 1,200.00 (TYPE A) 66 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 3.000 900.00 (TYPE B) 67 750 MM ALTERNATIVE FLARED END SECTION EA 460.0000 460.00 1.000 460.00 (TYPE C) 68 DEBRIS RACK EA 2,500.0000 2,500.00 1.000 2,500.00 69 600 MM CHECK VALVE EA 11,850.0000 11,850.00 1.000 11,850.00 70 MANHOLE (TYPE C) EA 12,000.0000 12,000.00 0.000 0.00 71 VALLEJO SANITARY FLOOD CONTROL DISTRICT EA 3,300.0000 3,300.00 0.000 0.00 MANHOLE TYPE A 72 VALLEJO SANITARY FLOOD CONTROL DISTRICT EA 3,400.0000 3,400.00 0.000 0.00 MANHOLE TYPE B 73 MINOR CONCRETE (BACKFILL) M3 200.0000 1,600.00 3.940 788.00 74 ROCK SLOPE PROTECTION M3 140.0000 5,600.00 39.600 5,544.00 (FACING, METHOD B) 75 ROCK SLOPE PROTECTION M3 236.0000 1,652.00 0.000 0.00 (BACKING NO. 2, METHOD B) 76 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 7,050.00 0.000 0.00 77 SLOPE PAVING (CONCRETE) M3 400.0000 42,000.00 105.000 42,000.00 F) 78 ROCK SLOPE PROTECTION FABRIC M2 2.0000 160.00 147.300 294.60 79 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 81,250.00 184.410 59,933.25 237.550 77,203.75 CONSTRUCTION) 80 MINOR CONCRETE (GUTTER) M3 410.0000 4,100.00 10.000 4,100.00 F) 81 MISCELLANEOUS IRON AND STEEL KG 2.5000 24,902.50 7,550.000 18,875.00 SF) 82 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 99,575.00 -644.000 -3,220.00 23,957.000 119,785.00 F) 83 CHAIN LINK FENCE (TYPE CL-1.8) M 22.9000 31,602.00 0.000 0.00 S) 84 CHAIN LINK GATE EA 900.0000 5,400.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 DELINEATOR (CLASS 1) EA 36.0000 4,320.00 50.000 1,800.00 50.000 1,800.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 80,600.00 1,240.000 64,480.00 S) 87 TUBULAR HANDRAILING M 200.0000 2,800.00 14.000 2,800.00 14.000 2,800.00 SF) 88 CONCRETE BARRIER (TYPE 27SV) M 120.0000 151,200.00 356.000 42,720.00 1,240.438 148,852.56 89 CABLE RAILING M 25.5000 3,162.00 124.000 3,162.00 SF) 90 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 16,000.00 6.000 12,000.00 S) 91 CRASH CUSHION, SAND FILLED EA 4,200.0000 8,400.00 1.000 4,200.00 2.000 8,400.00 S) 92 CONCRETE BARRIER (TYPE 60) M 91.7000 217,329.00 796.400 73,029.88 93 CONCRETE BARRIER (TYPE 60A) M 110.0000 57,860.00 544.000 59,840.00 F) 94 CONCRETE BARRIER (TYPE 732) M 100.0000 19,100.00 14.000 1,400.00 191.000 19,100.00 F) 95 CONCRETE BARRIER (TYPE 732 MODIFIED) M 105.0000 229,530.00 2,186.000 229,530.00 F) 96 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 42,570.00 297.000 12,771.00 S) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9800 22,148.00 13,560.000 13,288.80 S) 98 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 1,573.00 0.000 0.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9700 4,294.60 1,308.000 2,576.76 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 287.00 87.500 71.75 S) (BROKEN 1.83 M - 0.30 M) 01 150 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9800 205.80 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 369.00 0.000 0.00 S) (BROKEN 2.59 M - 2.14 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 1,262.80 462.000 378.84 S) (BROKEN 5.18 M - 2.14 M) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 1,492.40 0.000 0.00 S) (BROKEN 5.49 - 3.66 M) 05 PAINT TRAFFIC STRIPE (1-COAT) M 0.9800 13,916.00 7,117.000 6,974.66 S) 06 PAINT PAVEMENT MARKING M2 8.2000 410.00 0.000 0.00 07 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 3,587.50 1,025.000 1,793.75 S) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,990.00 1,924.000 6,734.00 S) 09 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.900 67,500.00 10 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.900 58,500.00 11 MODIFY SIGNAL AND LIGHTING LS 35,000.0000 35,000.00 0.150 5,250.00 0.750 26,250.00 S) (LOCATION 3 - CITY) PROGRAM CAS145 PAGE 9 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SIGNAL AND LIGHTING (LOCATION 4 - CITY) LS 30,000.0000 30,000.00 0.150 4,500.00 0.750 22,500.00 S) 13 LIGHTING AND SIGN ILLUMINATION LS 236,000.0000 236,000.00 0.900 212,400.00 14 TRAFFIC OPERATIONS SYSTEM LS 50,000.0000 50,000.00 0.900 45,000.00 S) 15 CAMERA UNIT EA 6,500.0000 13,000.00 2.000 13,000.00 S) 16 PAN/TILT UNIT EA 4,250.0000 8,500.00 2.000 8,500.00 S) 17 CAMERA CONTROL UNIT EA 4,000.0000 8,000.00 2.000 8,000.00 S) 18 VIDEO ENCODER UNIT EA 20,000.0000 40,000.00 2.000 40,000.00 S) 19 INTEGRATED SERVICES DATA NETWORK EA 750.0000 1,500.00 0.000 0.00 S) TERMINAL ADAPTER (ISDN TA) 20 SPRINKLER CONTROL CONDUIT (BRIDGE) M 30.0000 7,080.00 236.000 7,080.00 SF) 21 ELECTRONIC MOBILE DAILY DIARY LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 10/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 10:01 AM ESTIMATE NO. 33 BID OPENING 11/13/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MAHANTESH ANIGOL DATE OF THIS ESTIMATE 10/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 329,549.72 30,777,022.03 ADJUSTMENT OF COMPENSATION 11,106.60 163,014.92 EXTRA WORK 172,554.23 1,516,254.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 513,210.55 32,456,291.94 22 MOBILIZATION LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 ORIGINAL CONTRACT AMOUNT 34,967,241.60 TOTAL WORK COMPLETED 513,210.55 35,956,291.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -47,183.78 TOTAL 513,210.55 35,909,108.16 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 222 MOBILIZATION 3,496,724.16 3,500,000.00 3,275.84 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 12/26/02 500 01/23/03 01/10/03 11/17/05 484 207 0 0 95% 97% PROGRESS IS SATISFACTORY MAHANTESH ANIGOL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/20/05