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 03/26/03 EST. NO.16 TIME 06:43 AM R.E. NAME: PATEL, JAGDISH 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 0078 200.98 E.W. @ F.A.(+) 121702 Y 0233.0 0079 147.30 112702 Y 0225.0 0082 114.57 011403 Y 0230.0 005 0037 84.66 E.W. @ F.A.(+) 071002 Y 0100.1 009 0051 390.20 E.W. @ F.A.(+) 052802 N 0248.0 015 0001 677.74 E.W. @ F.A.(+) 012403 N 0243.0 1,615.45 TOTAL THIS ESTIMATE 221,623.24 TOTAL PREVIOUS ESTIMATE 223,238.69 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 03/26/03 EST. NO.16 TIME 06:43 AM R.E. NAME: PATEL, JAGDISH 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 0.00 -10,000.00 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -45,250.00 PROGRAM CAS145 PAGE 1 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,900.0000 2,185,000.00 27.000 51,300.00 418.000 794,200.00 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.100 250.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.020 600.00 0.350 10,500.00 005 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.600 10,800.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.020 1,500.00 0.280 21,000.00 (S) 007 TYPE III BARRICADE EA 70.0000 12,600.00 0.000 0.00 (S) 008 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,225.00 0.000 0.00 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 4,844.00 2,637.000 1,845.90 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 11.000 440.00 220.000 8,800.00 (S) 011 PORTABLE DELINEATOR EA 35.0000 23,100.00 85.000 2,975.00 85.000 2,975.00 (S) 012 TEMPORARY PAVEMENT MARKER EA 4.0000 1,920.00 86.000 344.00 013 TEMPORARY RAILING (TYPE K) M 40.0000 548,000.00 8,069.420 322,776.80 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 300.0000 117,000.00 241.000 72,300.00 (S) 015 ABANDON INLET EA 500.0000 3,000.00 2.000 1,000.00 016 ABANDON PIPELINE M 70.0000 10,500.00 68.000 4,760.00 017 REMOVE FENCE (TYPE BW) M 15.0000 2,100.00 212.000 3,180.00 018 REMOVE CHAIN LINK FENCE M 23.0000 5,750.00 98.000 2,254.00 019 REMOVE ROCK SLOPE PROTECTION M3 20.0000 120,000.00 6,000.000 120,000.00 (1/2 TON ROCK) 020 REMOVE REVETMENT M3 20.0000 35,200.00 300.000 6,000.00 (2 TON ROCK & STEEL PILE) 021 REMOVE METAL BEAM GUARD RAILING M 22.0000 4,620.00 38.100 838.20 022 REMOVE DOUBLE THRIE BEAM BARRIER M 15.0000 19,215.00 1,226.000 18,390.00 PROGRAM CAS145 PAGE 2 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THRIE BEAM BARRIER M 16.0000 2,880.00 175.000 2,800.00 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 11,120.00 2,700.000 10,800.00 STRIPE 025 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 57,850.00 24,060.800 31,279.04 026 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 390.00 0.000 0.00 027 REMOVE PAVEMENT MARKING M2 30.0000 2,460.00 36.940 1,108.20 (S) 028 REMOVE PAVEMENT MARKER EA 0.5000 9,850.00 7,344.000 3,672.00 (S) 029 REMOVE CHANNELIZERS EA 50.0000 1,000.00 0.000 0.00 030 REMOVE ROADSIDE SIGN EA 100.0000 2,700.00 3.000 300.00 031 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 0.000 0.00 032 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 1.000 2,500.00 033 REMOVE SIGN OVERLAY M2 170.0000 340.00 0.000 0.00 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 035 REMOVE ASPHALT CONCRETE DIKE M 4.0000 7,080.00 2,246.500 8,986.00 036 REMOVE DRAINAGE FACILITIES LS 5,000.0000 5,000.00 0.630 3,150.00 037 REMOVE PIPE M 70.0000 4,340.00 4.000 280.00 038 REMOVE INLET EA 500.0000 3,000.00 5.000 2,500.00 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 040 REMOVE CONCRETE PAVEMENT AND BASE M2 4.0000 23,680.00 1,562.420 6,249.68 041 REMOVE BASE AND SURFACING M3 12.0000 81,600.00 5,838.970 70,067.64 042 RECONSTRUCT METAL BEAM GUARD RAILING M 40.0000 35,600.00 1,015.000 40,600.00 (RAIL AND BLOCKS ONLY) 043 RELOCATE ROADSIDE SIGN EA 300.0000 9,000.00 2.000 600.00 044 RELOCATE SIGN STRUCTURE EA 3,500.0000 14,000.00 0.000 0.00 045 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 046 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 6,075.00 0.000 0.00 (S) 048 REMOVE CONCRETE (STAMPED) M2 9.0000 2,520.00 726.880 6,541.92 049 REMOVE CONCRETE CURB M 13.0000 2,600.00 64.300 835.90 PROGRAM CAS145 PAGE 3 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 13,000.00 915.600 9,156.00 051 REMOVE CONCRETE SIDEWALK M2 8.0000 6,560.00 163.640 1,309.12 052 CAP INLET EA 1,000.0000 3,000.00 1.000 1,000.00 053 BRIDGE REMOVAL, LOCATION A LS 1000,000.0000 1,000,000.00 0.330 330,000.00 054 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 0.450 90,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION A LS 59,000.0000 59,000.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 0.000 0.00 057 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 058 BRIDGE REMOVAL (PORTION), LOCATION D LS 26,000.0000 26,000.00 1.000 26,000.00 059 CLEARING AND GRUBBING LS 22,200.0000 22,200.00 0.150 3,330.00 0.650 14,430.00 060 ROADWAY EXCAVATION M3 14.0000 492,800.00 2,161.000 30,254.00 28,521.720 399,304.08 061 ROADWAY EXCAVATION (TYPE Z-2) M3 80.0000 283,200.00 1,037.150 82,972.00 (AERIALLY DEPOSITED LEAD) 062 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.750 2,250.00 063 STRUCTURE EXCAVATION M3 20.0000 1,840.00 0.000 0.00 (F) 064 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 71,600.00 429.000 17,160.00 (F) 065 STRUCTURE EXCAVATION (TYPE D) M3 600.0000 4,200.00 0.000 0.00 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 5,400.00 180.000 5,400.00 (F) 067 STRUCTURE BACKFILL M3 40.0000 1,280.00 0.000 0.00 (F) 068 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 23,340.00 265.000 7,950.00 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) M3 25.0000 12,750.00 299.000 7,475.00 (F) 070 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 1,500.00 0.000 0.00 WALL) 071 SAND BACKFILL M3 150.0000 6,450.00 19.200 2,880.00 072 BAT HOUSE EA 200.0000 4,000.00 0.000 0.00 (S) 073 ROADSIDE CLEARING LS 4,440.0000 4,440.00 0.000 0.00 (S) 074 DUFF M2 3.0000 50,100.00 6,265.000 18,795.00 075 STRAW (EROSION CONTROL) TONN 450.0000 4,950.00 0.000 0.00 (S) 076 FIBER (EROSION CONTROL) KG 1.0000 2,030.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST (EROSION CONTROL) KG 0.6000 4,920.00 0.000 0.00 (S) 078 MOVE IN/MOVE OUT (EROSION CONTROL) EA 900.0000 9,000.00 0.000 0.00 (S) 079 PURE LIVE SEED (EROSION CONTROL) KG 550.0000 29,700.00 0.000 0.00 (S) 080 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,160.00 0.000 0.00 (S) 081 PLANT (GROUP M) EA 9.5000 96,900.00 0.000 0.00 (S) 082 NON NATIVE VEGETATION REMOVAL LS 20,000.0000 20,000.00 0.250 5,000.00 (S) 083 PLANT (GROUP W) EA 3.0000 10,440.00 0.000 0.00 (S) 084 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 (S) 085 NPS 3 SUPPLY LINE (BRIDGE) M 100.0000 34,200.00 0.000 0.00 086 CLASS 2 AGGREGATE BASE M3 31.0000 271,560.00 6,170.580 191,287.98 087 CLASS 3 AGGREGATE BASE M3 31.0000 22,320.00 405.110 12,558.41 088 LEAN CONCRETE BASE M3 100.0000 80,000.00 543.120 54,312.00 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 090 ASPHALT CONCRETE (TYPE B) TONN 56.0000 1,041,600.00 9,354.140 523,831.84 091 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 12,600.00 290.000 4,350.00 AREA) 092 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 600.00 0.000 0.00 093 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 4.0000 140.00 0.000 0.00 094 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 320.00 19.500 78.00 095 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 4,520.00 1,001.000 4,004.00 096 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 995.000 3,980.00 097 CONCRETE PAVEMENT M3 150.0000 232,500.00 899.081 134,862.15 098 SEAL PAVEMENT JOINT M 8.0000 8,400.00 1,389.000 11,112.00 099 FURNISH STEEL PILING (HP 360 X 132) M 72.0000 21,672.00 0.000 0.00 100 DRIVE STEEL PILE (HP 360 X 132) EA 2,500.0000 50,000.00 0.000 0.00 (S) 101 FURNISH PILING (CLASS 625) M 56.0000 44,016.00 604.790 33,868.24 102 DRIVE PILE (CLASS 625) EA 2,000.0000 88,000.00 36.000 72,000.00 (S) 103 FURNISH PILING (CLASS 400) M 10.0000 3,440.00 219.980 2,199.80 PROGRAM CAS145 PAGE 5 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 400) EA 2,000.0000 36,000.00 12.000 24,000.00 (S) 105 REMOVE CASING PILE (1524 X 25.4 MM) EA 6,000.0000 6,000.00 0.000 0.00 (S) 106 REMOVE CASING PILE (2134 X 25.4 MM) EA 6,000.0000 6,000.00 0.000 0.00 (S) 107 FURNISH ANCHOR PILE (610 X 12.7 MM) M 150.0000 28,500.00 177.680 26,652.00 108 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 434,000.00 551.500 110,300.00 551.500 110,300.00 PILING (610 X 19 MM) 109 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 2,500.0000 200,000.00 20.000 50,000.00 40.000 100,000.00 (S) (610 X 19 MM) 110 DRIVE ANCHOR PILE (610 X 12.7 MM) EA 5,000.0000 20,000.00 4.000 20,000.00 (S) 111 DRIVE CASING PILE (1524 X 25.4 MM) EA 8,000.0000 8,000.00 1.000 8,000.00 (S) 112 DRIVE CASING PILE (2134 X 25.4 MM) EA 6,000.0000 6,000.00 1.000 6,000.00 (S) 113 FURNISH CASING PILE (1524 X 25.4 MM) M 1,100.0000 19,800.00 17.800 19,580.00 114 FURNISH CASING PILE (2134 X 25.4 MM) M 1,600.0000 12,800.00 8.000 12,800.00 115 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 836.0000 1,299,980.00 218.500 182,666.00 557.548 466,110.13 PILING (1219 X 25.4 MM) 116 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 25,000.0000 1,150,000.00 4.000 100,000.00 21.000 525,000.00 (S) PILING (1219 X 25.4 MM) 117 REMOVE ANCHOR PILE (1219 X 25.4 MM) EA 2,000.0000 8,000.00 0.000 0.00 (S) 118 REMOVE ANCHOR PILE (610 X 12.7 MM) EA 1,500.0000 6,000.00 0.000 0.00 (S) 119 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,670.0000 2,424,840.00 331.000 552,770.00 PILING (1829 X 38.1 MM) 120 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 50,000.0000 2,050,000.00 10.000 500,000.00 (S) (1829 X 38.1 MM) 121 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0.00 (S) 122 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 62,700.00 40.400 12,120.00 66.000 19,800.00 (F) 123 STRUCTURAL CONCRETE, BRIDGE M3 306.0000 4,640,184.00 80.000 24,480.00 823.900 252,113.40 (F) 124 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 174,900.00 0.000 0.00 (F) (TYPE N) 125 CLASS A CONCRETE (CHANNEL LINING) M3 300.0000 15,600.00 51.200 15,360.00 (F) 126 CLASS A CONCRETE M3 300.0000 21,660.00 72.200 21,660.00 (F) (RETAINING WALL FOOTING) 127 CLASS A CONCRETE (RETAINING WALL) M3 700.0000 52,360.00 71.000 49,700.00 (F) 128 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 16,800.00 0.000 0.00 129 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 73,000.00 47.440 47,440.00 (F) 130 ARCHITECTURAL TREATMENT M2 20.0000 1,200.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL M 40.0000 4,280.00 22.000 880.00 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 32,000.00 0.000 0.00 (S) GIRDER (10 M - 15 M) 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 264,000.00 0.000 0.00 (S) GIRDER (15 M - 20 M) 134 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 364,000.00 0.000 0.00 (S) GIRDER (25 M - 30 M) 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 11,000.00 0.000 0.00 (S) BULB-TEE GIRDER (20 M-25 M) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 14,000.00 0.000 0.00 (S) BULB-TEE GIRDER (25 M-30 M) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 80,000.00 0.000 0.00 (S) BULB-TEE GIRDER (30 M-35 M) 138 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 115,000.00 0.000 0.00 (S) 139 REFINISH BRIDGE DECK M2 150.0000 4,950.00 0.000 0.00 140 PTFE BEARING EA 1,800.0000 68,400.00 0.000 0.00 (S) 141 JOINT SEAL (TYPE AL) M 40.0000 9,160.00 0.000 0.00 (S) 142 JOINT SEAL (MR 30 MM) M 70.0000 2,310.00 0.000 0.00 (S) 143 JOINT SEAL (MR 15 MM) M 60.0000 2,940.00 0.000 0.00 (S) 144 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 216,000.00 0.000 0.00 (S) 145 JOINT SEAL (MR 50 MM) M 90.0000 8,910.00 0.000 0.00 (S) 146 BAR REINFORCING STEEL KG 2.0000 1,720.00 860.000 1,720.00 (S) 147 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 3,210,938.00 68,601.000 78,891.15 310,390.000 356,948.50 (SF) 148 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 14,600.00 11,938.230 11,938.23 (SF) 149 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 2,850.00 0.000 0.00 (SF) 150 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 94,890.00 0.000 0.00 (SF) 151 ERECT STRUCTURAL STEEL (BRIDGE) KG 6.0000 189,780.00 0.000 0.00 (SF) 152 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 30,400.00 0.000 0.00 153 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4000 2,432.00 0.000 0.00 (SF) 154 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 89,200.00 0.000 0.00 (SF) 155 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 7,805.00 0.000 0.00 (SF) 156 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 157 920 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 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - ONE POST EA 200.0000 2,800.00 0.000 0.00 159 ROADSIDE SIGN - TWO POST EA 300.0000 900.00 0.000 0.00 160 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 0.000 0.00 METHOD) 161 INSTALL SIGN OVERLAY M2 200.0000 400.00 0.000 0.00 (S) 162 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 300.00 0.000 0.00 EXISTING POST 163 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 164 450 MM REINFORCED CONCRETE PIPE M 200.0000 36,600.00 165.000 33,000.00 165 600 MM REINFORCED CONCRETE PIPE M 240.0000 139,200.00 327.900 78,696.00 166 300 MM CORRUGATED STEEL PIPE M 190.0000 3,040.00 0.000 0.00 167 450 MM CORRUGATED STEEL PIPE M 200.0000 8,800.00 17.000 3,400.00 (1.63 MM THICK) 168 600 MM CORRUGATED STEEL PIPE M 240.0000 7,200.00 37.000 8,880.00 (1.63 MM THICK) 169 600 MM CORRUGATED STEEL PIPE M 240.0000 3,360.00 0.000 0.00 (2.01 MM THICK) 170 80 MM PLASTIC PIPE M 20.0000 6,600.00 0.000 0.00 171 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 11,600.00 298.000 5,960.00 172 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 1,760.00 0.000 0.00 173 CORRUGATED STEEL PIPE INLET M 1,000.0000 2,000.00 0.000 0.00 174 300 MM STEEL FLARED END SECTION EA 350.0000 700.00 0.000 0.00 175 450 MM STEEL FLARED END SECTION EA 250.0000 500.00 2.000 500.00 176 600 MM STEEL FLARED END SECTION EA 350.0000 700.00 1.000 350.00 177 ROCK SLOPE PAVING TONN 40.0000 43,200.00 0.000 0.00 178 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 96,000.00 0.000 0.00 179 ROCK SLOPE PROTECTION M3 66.0000 858.00 2.400 158.40 (FACING, METHOD B) 180 ROCK SLOPE PROTECTION M3 66.0000 211,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 181 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 20.0000 29,400.00 0.000 0.00 182 SLOPE PAVING (CONCRETE) M3 250.0000 36,500.00 0.000 0.00 (F) 183 MINOR CONCRETE (GUTTER LINING) M3 1,000.0000 2,000.00 0.000 0.00 184 ROCK SLOPE PROTECTION FABRIC M2 3.0000 18,030.00 8.800 26.40 PROGRAM CAS145 PAGE 8 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB) M3 500.0000 10,000.00 10.380 5,190.00 186 MINOR CONCRETE (CURB AND GUTTER) M3 350.0000 23,800.00 23.160 8,106.00 187 MINOR CONCRETE (STAMPED CONCRETE) M3 500.0000 3,500.00 0.000 0.00 188 MINOR CONCRETE (SIDEWALK) M3 350.0000 9,800.00 0.000 0.00 189 MINOR CONCRETE (CURB RAMP) M3 700.0000 2,800.00 0.000 0.00 190 MISCELLANEOUS IRON AND STEEL KG 2.0000 17,360.00 2,005.000 4,010.00 (S) 191 MISCELLANEOUS METAL (BRIDGE) KG 3.0000 125,295.00 0.000 0.00 (SF) 192 FENCE (TYPE BW, METAL POST) M 30.0000 6,300.00 0.000 0.00 (S) 193 CHAIN LINK FENCE (TYPE CL-1.8) M 250.0000 500.00 0.000 0.00 (S) 194 4.9 - METER ROAD CLOSURE GATE EA 6,000.0000 6,000.00 0.000 0.00 195 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 0.000 0.00 196 OBJECT MARKER (TYPE P) EA 40.0000 960.00 0.000 0.00 197 OBJECT MARKER (TYPE R) EA 40.0000 120.00 0.000 0.00 198 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 6,570.00 0.000 0.00 (S) 199 CONCRETE BARRIER (TYPE K) M 50.0000 18,000.00 0.000 0.00 200 DOUBLE THRIE BEAM BARRIER M 95.0000 3,040.00 0.000 0.00 (S) 201 CABLE RAILING M 19.0000 912.00 0.000 0.00 (S) 202 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 190.0000 380.00 0.000 0.00 (S) 203 END SECTION EA 220.0000 220.00 0.000 0.00 (S) 204 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 8,000.00 2.000 4,000.00 (S) 205 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 440.0000 440.00 0.000 0.00 (S) 206 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 560.0000 560.00 0.000 0.00 (S) 207 CRASH CUSHION, SAND FILLED EA 500.0000 7,000.00 0.000 0.00 (S) 208 CRASH CUSHION (TYPE CAT) EA 4,500.0000 9,000.00 0.000 0.00 (S) 209 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 900.00 0.000 0.00 (S) 210 CONCRETE BARRIER (TYPE 60) M 140.0000 137,200.00 0.000 0.00 211 CONCRETE BARRIER (TYPE 60A) M 100.0000 35,600.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 9 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60C) M 400.0000 148,000.00 0.000 0.00 213 CONCRETE BARRIER (TYPE 60E MOD.) M 500.0000 4,000.00 0.000 0.00 214 CONCRETE BARRIER (TYPE 732) M 100.0000 97,000.00 0.000 0.00 (F) 215 CONCRETE BARRIER (TYPE 60A MODIFIED) M 90.0000 8,910.00 0.000 0.00 (F) 216 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 7,040.00 0.000 0.00 (S) 217 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 10,950.00 0.000 0.00 (S) 218 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 4,785.00 0.000 0.00 (S) 219 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 1,551.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 220 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 11,407.50 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 221 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 331.50 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 222 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 20,090.00 38,040.720 13,314.25 (S) 223 PAINT PAVEMENT MARKING (2-COAT) M2 31.0000 3,100.00 34.030 1,054.93 (S) 224 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 24,000.00 6,781.000 10,171.50 (S) 225 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 23,040.00 2,322.000 9,288.00 (S) 226 SIGNAL AND LIGHTING (TEMPORARY) LS 10,000.0000 10,000.00 0.950 9,500.00 (S) 227 SIGNAL AND LIGHTING (MODIFY LOCATION 1) LS 90,000.0000 90,000.00 0.900 81,000.00 (S) 228 SIGNAL AND LIGHTING (MODIFY LOCATION 2) LS 80,000.0000 80,000.00 0.800 64,000.00 (S) 229 SIGNAL AND LIGHTING (MODIFY LOCATION 3) LS 5,000.0000 5,000.00 0.800 4,000.00 (S) 230 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) 231 (MODIFY) LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.800 80,000.00 (S) (MAGIC MOUNTAIN PARKWAY AT ROUTE 5) 232 LIGHTING CONDUIT (BRIDGE) LS 20,000.0000 20,000.00 0.000 0.00 (S) 233 COMMUNICATION CONDUIT (BRIDGE) LS 60,000.0000 60,000.00 0.000 0.00 (S) 234 TRAFFIC MONITORING STATION (MODIFY) LS 8,000.0000 8,000.00 0.600 4,800.00 (S) 235 RAMP METERING SYSTEM (MODIFY) LS 3,000.0000 3,000.00 0.300 900.00 (S) 236 RAMP METERING SYSTEM (MODIFY) LS 9,000.0000 9,000.00 0.700 6,300.00 (S) (STAGE TWO) 237 RAMP METERING SYSTEM (MODIFY) LS 2,500.0000 2,500.00 0.500 1,250.00 (S) (STAGE THREE) PROGRAM CAS145 PAGE 10 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 SIGNAL AND LIGHTING (MODIFY) LS 6,000.0000 6,000.00 0.000 0.00 (S) 239 LIGHTING AND SIGN LS 10,000.0000 10,000.00 0.430 4,300.00 (S) ILLUMINATION (MODIFY) PROGRAM CAS145 PAGE 11 DATE 03/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 06:43 AM ESTIMATE NO. 16 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 03/20/03 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 03/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 648,856.15 7,309,147.64 ADJUSTMENT OF COMPENSATION 0.00 36,448.00 EXTRA WORK 1,615.45 186,790.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 650,471.60 7,532,386.33 240 MOBILIZATION LS 2988,375.0000 2,988,375.00 0.950 2,838,956.25 ORIGINAL CONTRACT AMOUNT 30,900,001.00 TOTAL WORK COMPLETED 650,471.60 10,371,342.58 MATERIALS ON HAND ON SITE 1,574,040.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -45,250.00 TOTAL 640,471.60 11,900,133.13 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 1150 01/16/02 01/18/02 04/08/05 398 29 0 0 32% 50% PROGRESS IS SATISFACTORY PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/26/03