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 09/23/03 EST. NO.08 TIME 09:53 AM R.E. NAME: ANIGOL MAHANTESH 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 0005 95.26 E.W. @ F.A.(+) 030503 N 0003.1 0006 192.84 073103 N 0082.0 0007 204.72 080403 N 0083.0 0008 198.93 080103 N 0084.0 0009 103.87 062003 N 0040.0 0010 883.30 042303 N 0011.0 003 0001 936.58 E.W. @ F.A.(+) 052003 N 0020.0 0002 2,000.00 052003 N 0056.0 0003 5,567.13 042303 N 0010.0 004 0001 950.00 E.W. @ F.A.(+) 072303 N 0057.0 0002 412.50 080503 N 0066.0 008 0001 3,056.56 E.W. @ L.S.(+) 082103 N 0068.0 011 0003 6,061.80 E.W. @ F.A.(+) 032103 N 0006.0 0011 68.04 031103 N 0004.1 0012 1,572.51 090303 N 0091.0 0013 1,929.19 062503 N 0052.0 0014 874.79 073003 N 0085.0 0015 571.96 073003 N 0090.0 012 0001 1,000.00 E.W. @ L.S.(+) 082103 N 0067.0 014 0001 10,815.17 E.W. @ L.S.(+) 031103 N 0001.0 015 0001 5,831.00 E.W. @ L.S.(+) 090803 N 0094.0 017 0001 9.57 E.W. @ F.A.(+) 080403 N 0075.0 0002 629.28 080703 N 0076.0 021 0001 265.70 E.W. @ F.A.(+) 050703 N 0015.0 0002 693.87 050603 N 0017.0 0003 449.41 050903 N 0018.0 0004 377.46 052703 N 0026.0 0005 197.14 060203 N 0027.0 0006 511.59 060303 N 0028.0 0007 251.85 052003 N 0031.0 0008 296.53 051903 N 0032.0 0009 398.67 061803 N 0036.0 0010 24.14 062003 N 0038.0 0011 53.80 062603 N 0039.0 0012 49.74 062703 N 0041.0 0013 38.56 070203 N 0043.0 0014 75.17 070803 N 0044.0 0015 1,833.40 061103 N 0046.0 0016 146.28 061303 N 0053.0 0017 1,454.90 060903 N 0054.0 0018 31.91 073003 N 0055.0 0019 56.66 072403 N 0058.0 0020 31.91 071803 N 0060.0 0021 31.91 071703 N 0061.0 0022 31.80 071403 N 0062.0 0023 56.66 072903 N 0063.0 0024 31.80 072903 N 0064.0 0025 24.87 070803 N 0033.0 0026 47.87 071103 N 0034.0 0027 127.66 082103 N 0070.0 0028 144.10 082003 N 0071.0 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 09/23/03 EST. NO.08 TIME 09:53 AM R.E. NAME: ANIGOL MAHANTESH 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 --------------------------------------------------------------------------- 0029 31.91 081103 N 0072.0 0030 24.87 081303 N 0073.0 0031 329.06 081203 N 0074.0 0032 31.80 080603 N 0078.0 0033 280.40 080703 N 0079.0 0034 31.80 080503 N 0081.0 0035 509.06 090303 N 0092.0 0036 97.31 070203 N 0045.0 0039 660.67 061703 N 0037.0 0040 249.01 050803 N 0019.0 53,946.25 TOTAL THIS ESTIMATE 10,750.91 TOTAL PREVIOUS ESTIMATE 64,697.16 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 09/23/03 EST. NO.08 TIME 09:53 AM R.E. NAME: ANIGOL MAHANTESH 04-0T1444 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 5 FOOTING -540.74 08 -540.74 -540.74 OVERBID ITEMS OVERBID ITEM NO. 222 -1,637.92 04 OVERBID ITEM NO. 222 -818.96 05 OVERBID ITEM NO. 222 -655.16 07 0.00 -3,112.04 TOTAL DEDUCTIONS -540.74 -3,652.78 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 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 0.250 375.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 550,000.00 19.000 20,900.00 97.000 106,700.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 21,100.00 1,832.000 18,320.00 04 300 MM TEMPORARY FLARED END SECTION EA 300.0000 2,700.00 6.000 1,800.00 6.000 1,800.00 05 300 MM TEMPORARY CULVERT M 110.0000 8,690.00 24.900 2,739.00 43.180 4,749.80 06 300 MM TEMPORARY CORRUGATED STEEL PIPE M 150.0000 14,250.00 66.600 9,990.00 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 2.000 8,600.00 11 TEMPORARY INLET COVER EA 250.0000 1,000.00 0.000 0.00 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 0.000 0.00 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 14,800.00 1.000 3,700.00 6.000 22,200.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 4.000 16,000.00 16 TEMPORARY SILT FENCE M 10.0000 37,500.00 2,092.990 20,929.90 17 TEMPORARY COVER LS 25,000.0000 25,000.00 0.025 625.00 18 TEMPORARY DRAIN INLET PROTECTION EA 425.0000 4,250.00 10.000 4,250.00 19 CONSTRUCTION AREA SIGNS LS 13,700.0000 13,700.00 0.075 1,027.50 S) 20 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.500 5,000.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 43.000 1,505.00 S) 22 TEMPORARY RAILING (TYPE K) M 22.0000 89,980.00 2,279.760 50,154.72 S) PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 89.000 15,575.00 S) 24 ABANDON CULVERT EA 340.0000 2,720.00 1.500 510.00 1.500 510.00 25 ABANDON INLET EA 795.0000 2,385.00 0.000 0.00 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 2.000 550.00 2.000 550.00 28 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 17,020.00 0.000 0.00 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.3000 660.00 607.000 2,003.10 STRIPE 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 4,620.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 1.0000 840.00 376.000 376.00 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 0.000 0.00 36 REMOVE DRAINAGE GATE EA 500.0000 500.00 0.000 0.00 37 REMOVE CULVERT EA 650.0000 2,600.00 2.500 1,625.00 3.500 2,275.00 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 4.000 2,140.00 4.000 2,140.00 40 REMOVE HEADWALL EA 865.0000 2,595.00 1.000 865.00 2.000 1,730.00 41 REMOVE EXISTING SOUND WALL M2 10.0000 11,800.00 0.000 0.00 42 REMOVE BASE AND SURFACING M3 12.0000 55,680.00 170.000 2,040.00 170.000 2,040.00 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 0.000 0.00 45 SALVAGE CONCRETE BARRIER (TYPE K) M 9.0000 8,190.00 0.000 0.00 46 ADJUST INLET EA 500.0000 500.00 0.000 0.00 47 ADJUST MANHOLE TO GRADE EA 500.0000 500.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 20,940.00 0.000 0.00 S) (45 MM MAXIMUM) 49 REMOVE CONCRETE M3 1,000.0000 3,000.00 1.224 1,224.00 1.224 1,224.00 PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 SALVAGE CRASH CUSHION EA 1,000.0000 4,000.00 0.000 0.00 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 0.200 4,000.00 0.900 18,000.00 54 ROADWAY EXCAVATION M3 6.0000 1,440,000.00 1,272.040 7,632.24 132,904.040 797,424.24 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 0.000 0.00 S) 57 CLASS II WASTE DISPOSAL TONN 40.4000 35,956.00 0.000 0.00 S) 58 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.200 1,000.00 S) 59 HEALTH, SAFETY AND WORK PLAN LS 8,000.0000 8,000.00 0.500 4,000.00 S) 60 REMEDIAL ACTION COMPLETION REPORT LS 4,600.0000 4,600.00 0.000 0.00 S) 61 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 129,675.00 417.000 10,425.00 2,804.000 70,100.00 F) 62 STRUCTURE EXCAVATION (TYPE D) M3 80.0000 393,920.00 524.000 41,920.00 2,008.000 160,640.00 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 0.000 0.00 F) (TYPE D) 65 STRUCTURE BACKFILL (BRIDGE) M3 22.0000 152,614.00 602.000 13,244.00 1,175.000 25,850.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 18.0000 52,020.00 2,460.000 44,280.00 F) 67 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 6,500.00 92.000 4,600.00 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 28,320.000 127,440.00 751,160.000 3,380,220.00 70 INSTRUMENTATION INSTALLATION AND LS 25,000.0000 25,000.00 0.000 0.00 MONITORING 71 DRAIN OUTLET PROTECTION EA 450.0000 3,600.00 5.000 2,250.00 5.000 2,250.00 S) 72 EROSION CONTROL (NETTING) M2 3.0000 35,700.00 0.000 0.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750.00 1.000 750.00 S) 74 STRAW (EROSION CONTROL) TONN 375.0000 13,875.00 20.000 7,500.00 20.000 7,500.00 S) 75 FIBER (EROSION CONTROL) KG 0.9000 5,328.00 3,500.000 3,150.00 3,500.000 3,150.00 S) 76 FIBER ROLLS M 4.9200 39,852.00 4,662.000 22,937.04 4,662.000 22,937.04 S) PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,500.00 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 10,100.000 5,252.00 10,100.000 5,252.00 S) 80 PURE LIVE SEED (EROSION CONTROL) KG 43.0000 33,110.00 475.000 20,425.00 475.000 20,425.00 S) 81 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 1,300.00 650.000 650.00 650.000 650.00 S) 82 NPS 2 SUPPLY LINE (BRIDGE) M 100.0000 23,600.00 0.000 0.00 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 0.000 0.00 POLYETHYLENE PIPE CONDUIT 85 CLASS 4 AGGREGATE SUBBASE M3 27.0000 723,600.00 2,497.000 67,419.00 2,497.000 67,419.00 86 CLASS 3 AGGREGATE BASE M3 33.0000 620,400.00 1,796.000 59,268.00 1,874.520 61,859.16 87 ASPHALT TREATED PERMEABLE BASE M3 80.0000 292,800.00 0.000 0.00 88 ASPHALT CONCRETE (TYPE A) TONN 44.0000 1,834,800.00 0.000 0.00 89 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,700.00 0.000 0.00 AREA) 90 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.7500 3,795.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.7500 2,640.00 0.000 0.00 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 0.000 0.00 94 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 322,700.00 1,348.000 94,360.00 3,611.000 252,770.00 95 DRIVE STEEL PILE (HP 360 X 174) EA 600.0000 145,200.00 72.000 43,200.00 193.000 115,800.00 S) 96 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 214,500.00 626.600 93,990.00 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 1,082.000 37,870.00 3,305.000 115,675.00 00 DRIVE PILE (CLASS 900C) EA 600.0000 254,400.00 82.000 49,200.00 244.000 146,400.00 S) 01 FURNISH PILING (CLASS 625C) M 33.0000 98,010.00 0.000 0.00 02 DRIVE PILE (CLASS 625C) EA 600.0000 122,400.00 0.000 0.00 S) 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 700.0000 108,500.00 0.000 0.00 S) 06 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 60.0000 167,400.00 0.000 0.00 PILING (BARRIER) 07 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.000 0.00 S) 08 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 840,600.00 535.000 160,500.00 1,275.000 382,500.00 F) 09 STRUCTURAL CONCRETE, BRIDGE M3 521.0000 9,473,343.00 389.000 202,669.00 612.000 318,852.00 F) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 254,400.00 590.000 177,000.00 F) 11 STRUCTURAL CONCRETE, BARRIER SLAB M3 250.0000 52,250.00 0.000 0.00 F) 12 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 191,000.00 0.000 0.00 F) (TYPE N) 13 MINOR CONCRETE (MINOR STRUCTURE) M3 1,235.0000 132,145.00 36.960 45,645.60 38.410 47,436.35 F) 14 ARCHITECTURAL TREATMENT M2 75.0000 175,575.00 214.000 16,050.00 756.000 56,700.00 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 0.000 0.00 F) 19 SOUND WALL (MASONRY BLOCK) M2 120.0000 156,000.00 0.000 0.00 SF) 20 PTFE BEARING EA 1,500.0000 30,000.00 0.000 0.00 S) 21 JOINT SEAL (MR 30 MM) M 70.0000 5,950.00 0.000 0.00 S) 22 JOINT SEAL ASSEMBLY (MR 80 MM) M 125.0000 11,000.00 0.000 0.00 S) 23 JOINT SEAL ASSEMBLY (MR 90 MM) M 130.0000 1,950.00 0.000 0.00 S) 24 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 850.0000 40,800.00 0.000 0.00 S) 25 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,000.0000 34,000.00 0.000 0.00 S) 26 JOINT SEAL (MR 40 MM) M 80.0000 720.00 0.000 0.00 S) 27 JOINT SEAL (MR 50 MM) M 90.0000 810.00 0.000 0.00 S) 28 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 2,816,880.00 118,148.000 118,148.00 228,118.000 228,118.00 SF) 29 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 67,410.00 40,000.000 42,000.00 SF) 30 BAR REINFORCING STEEL (EPOXY COATED) KG 1.7000 337,450.00 0.000 0.00 SF)(BRIDGE) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 5.6500 90,343.50 0.000 0.00 SF) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6500 10,393.50 0.000 0.00 SF) 34 920 MM CAST-IN-DRILLED-HOLE M 800.0000 19,200.00 0.000 0.00 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 0.000 0.00 37 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 0.000 0.00 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 16.400 2,952.00 16.400 2,952.00 41 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 82,800.00 50.800 9,144.00 59.600 10,728.00 42 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 180.0000 19,800.00 18.900 3,402.00 18.900 3,402.00 43 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 165.0000 24,750.00 18.930 3,123.45 27.760 4,580.40 44 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 190.0000 60,800.00 229.900 43,681.00 401.400 76,266.00 45 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 190.0000 11,780.00 58.500 11,115.00 58.500 11,115.00 46 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 230.0000 34,500.00 0.000 0.00 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 0.000 0.00 (CLASS III) 51 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,200.0000 60,000.00 0.000 0.00 (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 0.000 0.00 STEEL PIPE (1.63 MM THICK) 54 450 MM BITUMINOUS COATED CORRUGATED M 190.0000 9,690.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 55 450 MM SLOTTED CORRUGATED STEEL PIPE M 152.0000 17,632.00 0.000 0.00 (1.63 MM THICK) 56 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 48,400.00 0.000 0.00 57 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 57,120.00 373.000 15,666.00 373.000 15,666.00 59 200 MM ALTERNATIVE PIPE UNDERDRAIN M 65.0000 16,250.00 0.000 0.00 60 ANCHOR ASSEMBLY EA 317.0000 11,412.00 8.000 2,536.00 8.000 2,536.00 61 750 MM CONCRETE FLARED END SECTION EA 963.0000 3,852.00 0.000 0.00 62 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 1,375.00 1.000 275.00 1.000 275.00 (TYPE A) 63 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 825.00 0.000 0.00 (TYPE B) 64 450 MM ALTERNATIVE FLARED END SECTION EA 275.0000 275.00 1.000 275.00 1.000 275.00 (TYPE C) 65 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 1,200.00 1.000 300.00 4.000 1,200.00 (TYPE A) 66 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 2.000 600.00 2.000 600.00 (TYPE B) 67 750 MM ALTERNATIVE FLARED END SECTION EA 460.0000 460.00 1.000 460.00 1.000 460.00 (TYPE C) 68 DEBRIS RACK EA 2,500.0000 2,500.00 0.000 0.00 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 3.940 788.00 74 ROCK SLOPE PROTECTION M3 140.0000 5,600.00 15.300 2,142.00 15.300 2,142.00 (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 0.000 0.00 F) 78 ROCK SLOPE PROTECTION FABRIC M2 2.0000 160.00 30.000 60.00 30.000 60.00 79 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 81,250.00 0.000 0.00 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 0.000 0.00 SF) 82 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 99,575.00 680.000 3,400.00 680.000 3,400.00 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 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 52.0000 80,600.00 0.000 0.00 S) 87 TUBULAR HANDRAILING M 200.0000 2,800.00 0.000 0.00 SF) 88 CONCRETE BARRIER (TYPE 27SV) M 120.0000 151,200.00 0.000 0.00 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 0.000 0.00 S) 91 CRASH CUSHION, SAND FILLED EA 4,200.0000 8,400.00 0.000 0.00 S) 92 CONCRETE BARRIER (TYPE 60) M 91.7000 217,329.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60A) M 110.0000 57,860.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE 732) M 100.0000 19,100.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 732 MODIFIED) M 105.0000 229,530.00 0.000 0.00 F) 96 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 42,570.00 0.000 0.00 S) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9800 22,148.00 0.000 0.00 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 0.000 0.00 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8200 287.00 0.000 0.00 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 0.000 0.00 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 3,881.000 3,803.38 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 0.000 0.00 S) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,990.00 203.000 710.50 S) 09 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.000 0.00 10 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 11 MODIFY SIGNAL AND LIGHTING LS 35,000.0000 35,000.00 0.100 3,500.00 0.100 3,500.00 S) (LOCATION 3 - CITY) PROGRAM CAS145 PAGE 9 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 13 LIGHTING AND SIGN ILLUMINATION LS 236,000.0000 236,000.00 0.000 0.00 14 TRAFFIC OPERATIONS SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 15 CAMERA UNIT EA 6,500.0000 13,000.00 0.000 0.00 S) 16 PAN/TILT UNIT EA 4,250.0000 8,500.00 0.000 0.00 S) 17 CAMERA CONTROL UNIT EA 4,000.0000 8,000.00 0.000 0.00 S) 18 VIDEO ENCODER UNIT EA 20,000.0000 40,000.00 0.000 0.00 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 0.000 0.00 SF) 21 ELECTRONIC MOBILE DAILY DIARY LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T1444 TIME 09:53 AM ESTIMATE NO. 08 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 09/20/03 R.E. NAME: ANIGOL MAHANTESH DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,322,007.33 8,178,615.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 53,946.25 64,697.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,375,953.58 8,243,312.40 22 MOBILIZATION LS 3500,000.0000 3,500,000.00 0.950 3,325,000.00 ORIGINAL CONTRACT AMOUNT 34,967,241.60 TOTAL WORK COMPLETED 1,375,953.58 11,568,312.40 MATERIALS ON HAND ON SITE 1,289,293.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -540.74 -3,652.78 TOTAL 1,375,412.84 12,853,953.52 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 05/05/05 98 77 0 0 32% 20% PROGRESS IS SATISFACTORY ANIGOL MAHANTESH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/03