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 11/26/03 EST. NO.25 TIME 10:32 AM R.E. NAME: JAGDISH PATEL 07-1760U4 --------------------------------------------------------------------------- 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 0095 2,711.48 E.W. @ F.A.(+) 070603 Y 0288.0 0099 741.03 052603 Y 287.10 0107 66.23 100603 Y 0334.0 015 0008 32,074.31 E.W. @ U.P (+) 110403 N 342 0 35,593.05 TOTAL THIS ESTIMATE 2,296,009.98 TOTAL PREVIOUS ESTIMATE 2,331,603.03 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 11/26/03 EST. NO.25 TIME 10:32 AM R.E. NAME: JAGDISH PATEL 07-1760U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPEC. -5,000.00 14 DAMAGED CABLE REPLA -250.00 15 0.00 -5,250.00 EQUAL EMPLOYMENT OPPORTUNITY MCM, RADICH 1391 -10,000.00 09 MCM, RADICH 1391 10,000.00 19 0.00 0.00 LABOR COMPLIANCE VIOLATION STERNDAHL F/B -10,000.00 02 STERNDAHL F/B 10,000.00 03 JFL -10,000.00 05 JFL 10,000.00 06 SIERRA, UNITED -10,000.00 09 JFL,MCM,UNITED S -10,000.00 11 APCO -10,000.00 12 JFL,MCM,UNITED S 10,000.00 14 APCO 10,000.00 15 APPR AGMT UNITED -10,000.00 15 GRANITE, STERN -10,000.00 16 GRANITE, STERN 10,000.00 17 DYW, UNITED -10,000.00 20 APPR AGMT UNITED 10,000.00 21 DYW UNITED 10,000.00 21 UNITED STEEL 1391 03 -10,000.00 22 UNITED STEEL 1391 03 10,000.00 23 OCT PAYROLLS -10,000.00 25 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -25,250.00 PROGRAM CAS145 PAGE 1 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-R52.7/53.7 ----------------------- M C M CONSTRUCTION INC IN LOS ANGELES COUNTY IN SANTA P O BOX 620 CLARITA AT VARIOUS LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACNH-005 -3(26)170,I-005 -3(26)170,ACNH-005 -3(26)N RECONSTRUCT INTERCHANGE AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.600 3,000.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 2,185,000.00 30.000 57,000.00 655.000 1,244,500.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.400 1,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.020 600.00 0.510 15,300.00 05 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.600 10,800.00 S) 06 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.020 1,500.00 0.440 33,000.00 S) 07 TYPE III BARRICADE EA 70.0000 12,600.00 26.000 1,820.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,225.00 0.000 0.00 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 4,844.00 2,637.000 1,845.90 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 220.000 8,800.00 S) 11 PORTABLE DELINEATOR EA 35.0000 23,100.00 130.000 4,550.00 S) 12 TEMPORARY PAVEMENT MARKER EA 4.0000 1,920.00 86.000 344.00 13 TEMPORARY RAILING (TYPE K) M 40.0000 548,000.00 9,228.000 369,120.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 300.0000 117,000.00 249.000 74,700.00 S) 15 ABANDON INLET EA 500.0000 3,000.00 2.000 1,000.00 16 ABANDON PIPELINE M 70.0000 10,500.00 68.000 4,760.00 17 REMOVE FENCE (TYPE BW) M 15.0000 2,100.00 212.000 3,180.00 18 REMOVE CHAIN LINK FENCE M 23.0000 5,750.00 98.000 2,254.00 19 REMOVE ROCK SLOPE PROTECTION M3 20.0000 120,000.00 6,000.000 120,000.00 (1/2 TON ROCK) 20 REMOVE REVETMENT M3 20.0000 35,200.00 300.000 6,000.00 (2 TON ROCK & STEEL PILE) 21 REMOVE METAL BEAM GUARD RAILING M 22.0000 4,620.00 38.100 838.20 22 REMOVE DOUBLE THRIE BEAM BARRIER M 15.0000 19,215.00 1,226.000 18,390.00 PROGRAM CAS145 PAGE 2 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THRIE BEAM BARRIER M 16.0000 2,880.00 175.000 2,800.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 11,120.00 2,700.000 10,800.00 STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 57,850.00 517.550 672.82 22,007.860 28,610.22 26 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 390.00 11.700 351.00 27 REMOVE PAVEMENT MARKING M2 30.0000 2,460.00 36.940 1,108.20 S) 28 REMOVE PAVEMENT MARKER EA 0.5000 9,850.00 13.000 6.50 8,706.000 4,353.00 S) 29 REMOVE CHANNELIZERS EA 50.0000 1,000.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 100.0000 2,700.00 3.000 300.00 31 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 1.000 2,500.00 33 REMOVE SIGN OVERLAY M2 170.0000 340.00 0.000 0.00 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE M 4.0000 7,080.00 2,246.500 8,986.00 36 REMOVE DRAINAGE FACILITIES LS 5,000.0000 5,000.00 0.630 3,150.00 37 REMOVE PIPE M 70.0000 4,340.00 4.000 280.00 38 REMOVE INLET EA 500.0000 3,000.00 5.000 2,500.00 39 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 40 REMOVE CONCRETE PAVEMENT AND BASE M2 4.0000 23,680.00 1,764.000 7,056.00 41 REMOVE BASE AND SURFACING M3 12.0000 81,600.00 5,838.970 70,067.64 42 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 35,600.00 1,015.000 40,600.00 (RAIL AND BLOCKS ONLY) 43 RELOCATE ROADSIDE SIGN EA 300.0000 9,000.00 2.000 600.00 44 RELOCATE SIGN STRUCTURE EA 3,500.0000 14,000.00 0.000 0.00 45 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 46 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 6,075.00 0.000 0.00 S) 48 REMOVE CONCRETE (STAMPED) M2 9.0000 2,520.00 726.880 6,541.92 49 REMOVE CONCRETE CURB M 13.0000 2,600.00 64.300 835.90 PROGRAM CAS145 PAGE 3 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 13,000.00 915.600 9,156.00 51 REMOVE CONCRETE SIDEWALK M2 8.0000 6,560.00 163.640 1,309.12 52 CAP INLET EA 1,000.0000 3,000.00 2.000 2,000.00 53 BRIDGE REMOVAL, LOCATION A LS 1000,000.0000 1,000,000.00 0.335 335,000.00 1.000 1,000,000.00 54 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 0.550 110,000.00 1.000 200,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION A LS 59,000.0000 59,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION D LS 26,000.0000 26,000.00 1.000 26,000.00 59 CLEARING AND GRUBBING LS 22,200.0000 22,200.00 0.850 18,870.00 60 ROADWAY EXCAVATION M3 14.0000 492,800.00 30,451.720 426,324.08 61 ROADWAY EXCAVATION (TYPE Z-2) M3 80.0000 283,200.00 1,037.150 82,972.00 (AERIALLY DEPOSITED LEAD) 62 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 63 STRUCTURE EXCAVATION M3 20.0000 1,840.00 0.000 0.00 F) 64 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 71,600.00 664.000 26,560.00 F) 65 STRUCTURE EXCAVATION (TYPE D) M3 600.0000 4,200.00 0.000 0.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 5,400.00 180.000 5,400.00 F) 67 STRUCTURE BACKFILL M3 40.0000 1,280.00 0.000 0.00 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 23,340.00 296.000 8,880.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 25.0000 12,750.00 299.000 7,475.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 1,500.00 0.000 0.00 WALL) 71 SAND BACKFILL M3 150.0000 6,450.00 19.200 2,880.00 72 BAT HOUSE EA 200.0000 4,000.00 0.000 0.00 S) 73 ROADSIDE CLEARING LS 4,440.0000 4,440.00 0.000 0.00 S) 74 DUFF M2 3.0000 50,100.00 9,385.000 28,155.00 75 STRAW (EROSION CONTROL) TONN 450.0000 4,950.00 0.000 0.00 S) 76 FIBER (EROSION CONTROL) KG 1.0000 2,030.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 COMPOST (EROSION CONTROL) KG 0.6000 4,920.00 0.000 0.00 S) 78 MOVE IN/MOVE OUT (EROSION CONTROL) EA 900.0000 9,000.00 0.000 0.00 S) 79 PURE LIVE SEED (EROSION CONTROL) KG 550.0000 29,700.00 0.000 0.00 S) 80 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,160.00 0.000 0.00 S) 81 PLANT (GROUP M) EA 9.5000 96,900.00 0.000 0.00 S) 82 NON NATIVE VEGETATION REMOVAL LS 20,000.0000 20,000.00 0.400 8,000.00 0.650 13,000.00 S) 83 PLANT (GROUP W) EA 3.0000 10,440.00 0.000 0.00 S) 84 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 85 NPS 3 SUPPLY LINE (BRIDGE) M 100.0000 34,200.00 0.000 0.00 86 CLASS 2 AGGREGATE BASE M3 31.0000 271,560.00 6,657.000 206,367.00 87 CLASS 3 AGGREGATE BASE M3 31.0000 22,320.00 405.110 12,558.41 88 LEAN CONCRETE BASE M3 100.0000 80,000.00 715.520 71,552.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 ASPHALT CONCRETE (TYPE B) TONN 56.0000 1,041,600.00 11,623.450 650,913.20 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 12,600.00 400.000 6,000.00 AREA) 92 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 600.00 0.000 0.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 4.0000 140.00 0.000 0.00 94 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 320.00 19.500 78.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 4,520.00 1,001.000 4,004.00 96 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 995.000 3,980.00 97 CONCRETE PAVEMENT M3 150.0000 232,500.00 1,213.581 182,037.15 98 SEAL PAVEMENT JOINT M 8.0000 8,400.00 1,636.000 13,088.00 99 FURNISH STEEL PILING (HP 360 X 132) M 72.0000 21,672.00 0.000 0.00 00 DRIVE STEEL PILE (HP 360 X 132) EA 2,500.0000 50,000.00 0.000 0.00 S) 01 FURNISH PILING (CLASS 625) M 56.0000 44,016.00 604.790 33,868.24 02 DRIVE PILE (CLASS 625) EA 2,000.0000 88,000.00 36.000 72,000.00 S) 03 FURNISH PILING (CLASS 400) M 10.0000 3,440.00 218.480 2,184.80 PROGRAM CAS145 PAGE 5 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DRIVE PILE (CLASS 400) EA 2,000.0000 36,000.00 12.000 24,000.00 S) 05 REMOVE CASING PILE (1524 X 25.4 MM) EA 6,000.0000 6,000.00 0.000 0.00 S) 06 REMOVE CASING PILE (2134 X 25.4 MM) EA 6,000.0000 6,000.00 0.000 0.00 S) 07 FURNISH ANCHOR PILE (610 X 12.7 MM) M 150.0000 28,500.00 177.680 26,652.00 08 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 434,000.00 1,087.000 217,400.00 PILING (610 X 19 MM) 09 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 2,500.0000 200,000.00 40.000 100,000.00 S) (610 X 19 MM) 10 DRIVE ANCHOR PILE (610 X 12.7 MM) EA 5,000.0000 20,000.00 4.000 20,000.00 S) 11 DRIVE CASING PILE (1524 X 25.4 MM) EA 8,000.0000 8,000.00 1.000 8,000.00 S) 12 DRIVE CASING PILE (2134 X 25.4 MM) EA 6,000.0000 6,000.00 1.000 6,000.00 S) 13 FURNISH CASING PILE (1524 X 25.4 MM) M 1,100.0000 19,800.00 17.800 19,580.00 14 FURNISH CASING PILE (2134 X 25.4 MM) M 1,600.0000 12,800.00 7.810 12,496.00 15 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 836.0000 1,299,980.00 788.888 659,510.37 PILING (1219 X 25.4 MM) 16 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 25,000.0000 1,150,000.00 25.000 625,000.00 S) PILING (1219 X 25.4 MM) 17 REMOVE ANCHOR PILE (1219 X 25.4 MM) EA 2,000.0000 8,000.00 0.000 0.00 S) 18 REMOVE ANCHOR PILE (610 X 12.7 MM) EA 1,500.0000 6,000.00 0.000 0.00 S) 19 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,670.0000 2,424,840.00 291.000 485,970.00 732.000 1,222,440.00 PILING (1829 X 38.1 MM) 20 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 50,000.0000 2,050,000.00 8.000 400,000.00 22.000 1,100,000.00 S) (1829 X 38.1 MM) 21 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.400 160,000.00 S) 22 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 62,700.00 106.400 31,920.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 306.0000 4,640,184.00 210.000 64,260.00 6,109.000 1,869,354.00 F) 24 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 174,900.00 320.000 70,400.00 F) (TYPE N) 25 CLASS A CONCRETE (CHANNEL LINING) M3 300.0000 15,600.00 51.200 15,360.00 F) 26 CLASS A CONCRETE M3 300.0000 21,660.00 72.200 21,660.00 F) (RETAINING WALL FOOTING) 27 CLASS A CONCRETE (RETAINING WALL) M3 700.0000 52,360.00 71.000 49,700.00 F) 28 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 16,800.00 0.000 0.00 29 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 73,000.00 53.570 53,570.00 F) 30 ARCHITECTURAL TREATMENT M2 20.0000 1,200.00 20.000 400.00 F) PROGRAM CAS145 PAGE 6 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL M 40.0000 4,280.00 22.000 880.00 32 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 32,000.00 0.000 0.00 S) GIRDER (10 M - 15 M) 33 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 264,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 34 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 364,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 35 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 11,000.00 0.000 0.00 S) BULB-TEE GIRDER (20 M-25 M) 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 14,000.00 0.000 0.00 S) BULB-TEE GIRDER (25 M-30 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 80,000.00 0.000 0.00 S) BULB-TEE GIRDER (30 M-35 M) 38 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 115,000.00 0.000 0.00 S) 39 REFINISH BRIDGE DECK M2 150.0000 4,950.00 0.000 0.00 40 PTFE BEARING EA 1,800.0000 68,400.00 0.000 0.00 S) 41 JOINT SEAL (TYPE AL) M 40.0000 9,160.00 0.000 0.00 S) 42 JOINT SEAL (MR 30 MM) M 70.0000 2,310.00 0.000 0.00 S) 43 JOINT SEAL (MR 15 MM) M 60.0000 2,940.00 0.000 0.00 S) 44 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 216,000.00 64.000 76,800.00 S) 45 JOINT SEAL (MR 50 MM) M 90.0000 8,910.00 50.000 4,500.00 S) 46 BAR REINFORCING STEEL KG 2.0000 1,720.00 860.000 1,720.00 S) 47 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 3,210,938.00 113.707 130.76 1,082,680.707 1,245,082.81 SF) 48 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 14,600.00 11,938.230 11,938.23 SF) 49 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 2,850.00 0.000 0.00 SF) 50 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 94,890.00 0.000 0.00 SF) 51 ERECT STRUCTURAL STEEL (BRIDGE) KG 6.0000 189,780.00 0.000 0.00 SF) 52 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 30,400.00 0.000 0.00 53 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4000 2,432.00 0.000 0.00 SF) 54 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 89,200.00 0.000 0.00 SF) 55 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 7,805.00 0.000 0.00 SF) 56 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 57 920 MM CAST-IN-DRILLED-HOLE M 770.0000 30,800.00 13.000 10,010.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ROADSIDE SIGN - ONE POST EA 200.0000 2,800.00 0.000 0.00 59 ROADSIDE SIGN - TWO POST EA 300.0000 900.00 0.000 0.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 0.000 0.00 METHOD) 61 INSTALL SIGN OVERLAY M2 200.0000 400.00 0.000 0.00 S) 62 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 300.00 0.000 0.00 EXISTING POST 63 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 64 450 MM REINFORCED CONCRETE PIPE M 200.0000 36,600.00 165.000 33,000.00 65 600 MM REINFORCED CONCRETE PIPE M 240.0000 139,200.00 446.490 107,157.60 66 300 MM CORRUGATED STEEL PIPE M 190.0000 3,040.00 0.000 0.00 67 450 MM CORRUGATED STEEL PIPE M 200.0000 8,800.00 17.000 3,400.00 (1.63 MM THICK) 68 600 MM CORRUGATED STEEL PIPE M 240.0000 7,200.00 37.000 8,880.00 (1.63 MM THICK) 69 600 MM CORRUGATED STEEL PIPE M 240.0000 3,360.00 0.000 0.00 (2.01 MM THICK) 70 80 MM PLASTIC PIPE M 20.0000 6,600.00 0.000 0.00 71 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 11,600.00 298.000 5,960.00 72 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 1,760.00 0.000 0.00 73 CORRUGATED STEEL PIPE INLET M 1,000.0000 2,000.00 0.000 0.00 74 300 MM STEEL FLARED END SECTION EA 350.0000 700.00 0.000 0.00 75 450 MM STEEL FLARED END SECTION EA 250.0000 500.00 2.000 500.00 76 600 MM STEEL FLARED END SECTION EA 350.0000 700.00 1.000 350.00 77 ROCK SLOPE PAVING TONN 40.0000 43,200.00 0.000 0.00 78 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 96,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 66.0000 858.00 2.400 158.40 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 66.0000 211,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 81 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 20.0000 29,400.00 0.000 0.00 82 SLOPE PAVING (CONCRETE) M3 250.0000 36,500.00 0.000 0.00 F) 83 MINOR CONCRETE (GUTTER LINING) M3 1,000.0000 2,000.00 0.000 0.00 84 ROCK SLOPE PROTECTION FABRIC M2 3.0000 18,030.00 8.800 26.40 PROGRAM CAS145 PAGE 8 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (CURB) M3 500.0000 10,000.00 10.380 5,190.00 86 MINOR CONCRETE (CURB AND GUTTER) M3 350.0000 23,800.00 23.160 8,106.00 87 MINOR CONCRETE (STAMPED CONCRETE) M3 500.0000 3,500.00 0.000 0.00 88 MINOR CONCRETE (SIDEWALK) M3 350.0000 9,800.00 0.000 0.00 89 MINOR CONCRETE (CURB RAMP) M3 700.0000 2,800.00 0.000 0.00 90 MISCELLANEOUS IRON AND STEEL KG 2.0000 17,360.00 3,000.000 6,000.00 5,005.000 10,010.00 S) 91 MISCELLANEOUS METAL (BRIDGE) KG 3.0000 125,295.00 0.000 0.00 SF) 92 FENCE (TYPE BW, METAL POST) M 30.0000 6,300.00 0.000 0.00 S) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 250.0000 500.00 0.000 0.00 S) 94 4.9 - METER ROAD CLOSURE GATE EA 6,000.0000 6,000.00 0.000 0.00 95 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 0.000 0.00 96 OBJECT MARKER (TYPE P) EA 40.0000 960.00 0.000 0.00 97 OBJECT MARKER (TYPE R) EA 40.0000 120.00 0.000 0.00 98 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 6,570.00 0.000 0.00 S) 99 CONCRETE BARRIER (TYPE K) M 50.0000 18,000.00 0.000 0.00 00 DOUBLE THRIE BEAM BARRIER M 95.0000 3,040.00 0.000 0.00 S) 01 CABLE RAILING M 19.0000 912.00 0.000 0.00 S) 02 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 190.0000 380.00 0.000 0.00 S) 03 END SECTION EA 220.0000 220.00 0.000 0.00 S) 04 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 8,000.00 2.000 4,000.00 S) 05 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 440.0000 440.00 0.000 0.00 S) 06 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 560.0000 560.00 0.000 0.00 S) 07 CRASH CUSHION, SAND FILLED EA 500.0000 7,000.00 0.000 0.00 S) 08 CRASH CUSHION (TYPE CAT) EA 4,500.0000 9,000.00 0.000 0.00 S) 09 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 900.00 0.000 0.00 S) 10 CONCRETE BARRIER (TYPE 60) M 140.0000 137,200.00 354.940 49,691.60 11 CONCRETE BARRIER (TYPE 60A) M 100.0000 35,600.00 -14.000 -1,400.00 94.000 9,400.00 F) PROGRAM CAS145 PAGE 9 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 60C) M 400.0000 148,000.00 332.480 132,992.00 13 CONCRETE BARRIER (TYPE 60E MOD.) M 500.0000 4,000.00 0.000 0.00 14 CONCRETE BARRIER (TYPE 732) M 100.0000 97,000.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 60A MODIFIED) M 90.0000 8,910.00 99.000 8,910.00 F) 16 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 7,040.00 0.000 0.00 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 10,950.00 0.000 0.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 4,785.00 0.000 0.00 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 1,551.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 11,407.50 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 331.50 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 22 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 20,090.00 524.560 183.60 54,553.580 19,093.75 S) 23 PAINT PAVEMENT MARKING (2-COAT) M2 31.0000 3,100.00 45.720 1,417.32 79.750 2,472.25 S) 24 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 24,000.00 8,635.000 12,952.50 S) 25 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 23,040.00 3,380.000 13,520.00 S) 26 SIGNAL AND LIGHTING (TEMPORARY) LS 10,000.0000 10,000.00 0.950 9,500.00 S) 27 SIGNAL AND LIGHTING (MODIFY LOCATION 1) LS 90,000.0000 90,000.00 0.900 81,000.00 S) 28 SIGNAL AND LIGHTING (MODIFY LOCATION 2) LS 80,000.0000 80,000.00 0.800 64,000.00 S) 29 SIGNAL AND LIGHTING (MODIFY LOCATION 3) LS 5,000.0000 5,000.00 0.800 4,000.00 S) 30 SIGNAL INTERCONNECT (MAGIC MOUNTAIN LS 24,000.0000 24,000.00 0.800 19,200.00 S) PARKWAY FROM THE OLD ROAD TO TOURNEY ROAD) 31 (MODIFY) LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.800 80,000.00 S) (MAGIC MOUNTAIN PARKWAY AT ROUTE 5) 32 LIGHTING CONDUIT (BRIDGE) LS 20,000.0000 20,000.00 0.000 0.00 S) 33 COMMUNICATION CONDUIT (BRIDGE) LS 60,000.0000 60,000.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION (MODIFY) LS 8,000.0000 8,000.00 0.600 4,800.00 S) 35 RAMP METERING SYSTEM (MODIFY) LS 3,000.0000 3,000.00 0.300 900.00 S) 36 RAMP METERING SYSTEM (MODIFY) LS 9,000.0000 9,000.00 0.700 6,300.00 S) (STAGE TWO) 37 RAMP METERING SYSTEM (MODIFY) LS 2,500.0000 2,500.00 0.500 1,250.00 S) (STAGE THREE) PROGRAM CAS145 PAGE 10 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 SIGNAL AND LIGHTING (MODIFY) LS 6,000.0000 6,000.00 0.000 0.00 S) 39 LIGHTING AND SIGN LS 10,000.0000 10,000.00 0.430 4,300.00 S) ILLUMINATION (MODIFY) PROGRAM CAS145 PAGE 11 DATE 11/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:32 AM ESTIMATE NO. 25 BID OPENING 11/15/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: JAGDISH PATEL DATE OF THIS ESTIMATE 11/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,469,466.00 13,636,897.89 ADJUSTMENT OF COMPENSATION 0.00 1,826,233.33 EXTRA WORK 35,593.05 505,369.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,505,059.05 15,968,500.92 40 MOBILIZATION LS 2988,375.0000 2,988,375.00 0.050 149,418.75 1.000 2,988,375.00 ORIGINAL CONTRACT AMOUNT 30,900,001.00 TOTAL WORK COMPLETED 1,654,477.80 18,956,875.92 MATERIALS ON HAND ON SITE 1,017,602.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -25,250.00 TOTAL 1,644,477.80 19,949,228.56 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 01/22/02 1510 01/16/02 01/18/02 04/14/05 637 35 0 0 60% 55% PROGRESS IS SATISFACTORY JAGDISH PATEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/03