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 01/18/08 EST. NO.57 TIME 10:44 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 --------------------------------------------------------------------------- 043 0001 142,823.59 A.C. @ L.S.(+) 011608 N 1 0 142,823.59 TOTAL THIS ESTIMATE 4,570,202.87 TOTAL PREVIOUS ESTIMATE 4,713,026.46 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 01/18/08 EST. NO.57 TIME 10:44 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 CCO #15 TEMPT DEDUCT -32,074.31 45 REIMBURSE OF DEDUCT 32,074.31 49 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 NOVEMBER PAYROLL -10,000.00 27 DEC PAYROLL -10,000.00 28 FEBRUARY PAYROLL -10,000.00 30 APRIL -10,000.00 32 MODERN ALLOYS (9-03) -10,000.00 33 OCTOBER 2004 PAYROLL -10,000.00 38 NOV 04 -10,000.00 39 DEC '04 -10,000.00 40 JAN.'05 -10,000.00 41 FEB 05 -10,000.00 42 APRIL 10,000.00 43 DEC '04 10,000.00 43 DEC PAYROLL 10,000.00 43 FEBRUARY PAYROLL 10,000.00 43 MODERN ALLOYS (9-03) 10,000.00 43 NOV 04 10,000.00 43 NOVEMBER PAYROLL 10,000.00 43 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/18/08 EST. NO.57 TIME 10:44 AM R.E. NAME: PATEL, JAGDISH 07-1760U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OCT PAYROLLS 10,000.00 43 OCTOBER 2004 PAYROLL 10,000.00 43 FEB 05 10,000.00 44 JAN. '05 10,000.00 44 SIERRA, UNITED 10,000.00 44 AUG 05 -1,000.00 48 AUG 05 1,000.00 49 OCT 05 -5,685.00 49 OCT 05 5,685.00 50 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA-47 -10,000.00 53 DVBE & FHWA-47 10,000.00 56 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,250.00 PROGRAM CAS145 PAGE 1 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 LOCATION SEMI-FINAL 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 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 2,185,000.00 1,156.000 2,196,400.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 05 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 1.000 18,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 07 TYPE III BARRICADE EA 70.0000 12,600.00 70.000 4,900.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,225.00 92.890 3,251.15 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 4,844.00 7,344.000 5,140.80 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 399.000 15,960.00 S) 11 PORTABLE DELINEATOR EA 35.0000 23,100.00 470.000 16,450.00 S) 12 TEMPORARY PAVEMENT MARKER EA 4.0000 1,920.00 385.000 1,540.00 13 TEMPORARY RAILING (TYPE K) M 40.0000 548,000.00 8,409.000 336,360.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 300.0000 117,000.00 275.000 82,500.00 S) 15 ABANDON INLET EA 500.0000 3,000.00 2.000 1,000.00 16 ABANDON PIPELINE M 70.0000 10,500.00 125.000 8,750.00 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 35,200.00 600.000 12,000.00 (2 TON ROCK & STEEL PILE) 21 REMOVE METAL BEAM GUARD RAILING M 22.0000 4,620.00 79.220 1,742.84 22 REMOVE DOUBLE THRIE BEAM BARRIER M 15.0000 19,215.00 1,008.000 15,120.00 PROGRAM CAS145 PAGE 2 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,992.000 11,968.00 STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 57,850.00 34,137.000 44,378.10 26 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 390.00 75.000 2,250.00 27 REMOVE PAVEMENT MARKING M2 30.0000 2,460.00 112.120 3,363.60 S) 28 REMOVE PAVEMENT MARKER EA 0.5000 9,850.00 11,704.000 5,852.00 S) 29 REMOVE CHANNELIZERS EA 50.0000 1,000.00 47.000 2,350.00 30 REMOVE ROADSIDE SIGN EA 100.0000 2,700.00 27.000 2,700.00 31 REMOVE ROADSIDE SIGN PANEL EA 100.0000 200.00 2.000 200.00 32 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 2.000 5,000.00 33 REMOVE SIGN OVERLAY M2 170.0000 340.00 2.000 340.00 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 1.000 5,000.00 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 5,181.000 20,724.00 41 REMOVE BASE AND SURFACING M3 12.0000 81,600.00 6,561.000 78,732.00 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 24.000 7,200.00 44 RELOCATE SIGN STRUCTURE EA 3,500.0000 14,000.00 4.000 14,000.00 45 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 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 2,933.000 7,332.50 S) 48 REMOVE CONCRETE (STAMPED) M2 9.0000 2,520.00 280.000 2,520.00 49 REMOVE CONCRETE CURB M 13.0000 2,600.00 64.300 835.90 PROGRAM CAS145 PAGE 3 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,074.000 10,740.00 51 REMOVE CONCRETE SIDEWALK M2 8.0000 6,560.00 193.640 1,549.12 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 1.000 1,000,000.00 54 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 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 1.000 22,200.00 60 ROADWAY EXCAVATION M3 14.0000 492,800.00 34,415.720 481,820.08 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 1.000 3,000.00 63 STRUCTURE EXCAVATION M3 20.0000 1,840.00 92.000 1,840.00 F) 64 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 71,600.00 1,679.000 67,160.00 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 32.000 1,280.00 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 23,340.00 722.000 21,660.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 25.0000 12,750.00 510.000 12,750.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 1,500.00 37.000 1,850.00 WALL) 71 SAND BACKFILL M3 150.0000 6,450.00 19.200 2,880.00 72 BAT HOUSE EA 200.0000 4,000.00 20.000 4,000.00 S) 73 ROADSIDE CLEARING LS 4,440.0000 4,440.00 1.000 4,440.00 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 11.250 5,062.50 S) 76 FIBER (EROSION CONTROL) KG 1.0000 2,030.00 1,820.000 1,820.00 S) PROGRAM CAS145 PAGE 4 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,148.000 4,888.80 S) 78 MOVE IN/MOVE OUT (EROSION CONTROL) EA 900.0000 9,000.00 4.000 3,600.00 S) 79 PURE LIVE SEED (EROSION CONTROL) KG 550.0000 29,700.00 52.300 28,765.00 S) 80 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,160.00 431.000 1,724.00 S) 81 PLANT (GROUP M) EA 9.5000 96,900.00 8,615.000 81,842.50 S) 82 NON NATIVE VEGETATION REMOVAL LS 20,000.0000 20,000.00 1.000 20,000.00 S) 83 PLANT (GROUP W) EA 3.0000 10,440.00 3,480.000 10,440.00 S) 84 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000.00 S) 85 NPS 3 SUPPLY LINE (BRIDGE) M 100.0000 34,200.00 446.800 44,680.00 86 CLASS 2 AGGREGATE BASE M3 31.0000 271,560.00 7,115.000 220,565.00 87 CLASS 3 AGGREGATE BASE M3 31.0000 22,320.00 405.110 12,558.41 88 LEAN CONCRETE BASE M3 100.0000 80,000.00 849.900 84,990.00 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 15,192.260 850,766.56 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 12,600.00 829.000 12,435.00 AREA) 92 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 600.00 149.000 596.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 4.0000 140.00 35.000 140.00 94 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 320.00 87.000 348.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 4,520.00 1,215.000 4,860.00 96 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 1,006.000 4,024.00 97 CONCRETE PAVEMENT M3 150.0000 232,500.00 1,670.000 250,500.00 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 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 6,000.00 S) 07 FURNISH ANCHOR PILE (610 X 12.7 MM) M 150.0000 28,500.00 181.700 27,255.00 08 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 200.0000 434,000.00 2,173.000 434,600.00 PILING (610 X 19 MM) 09 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 2,500.0000 200,000.00 80.000 200,000.00 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 1,505.048 1,258,220.13 PILING (1219 X 25.4 MM) 16 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 25,000.0000 1,150,000.00 46.000 1,150,000.00 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 1,285.800 2,147,286.00 PILING (1829 X 38.1 MM) 20 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 50,000.0000 2,050,000.00 35.000 1,750,000.00 S) (1829 X 38.1 MM) 21 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 1.000 400,000.00 S) 22 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 62,700.00 181.000 54,300.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 306.0000 4,640,184.00 15,184.000 4,646,304.00 F) 24 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 174,900.00 795.000 174,900.00 F) (TYPE N) 25 CLASS A CONCRETE (CHANNEL LINING) M3 300.0000 15,600.00 52.000 15,600.00 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 74.800 52,360.00 F) 28 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 16,800.00 36.300 21,780.00 29 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 73,000.00 73.000 73,000.00 F) 30 ARCHITECTURAL TREATMENT M2 20.0000 1,200.00 60.000 1,200.00 F) PROGRAM CAS145 PAGE 6 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.000 63,000.00 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 30.000 1,800.00 S) 44 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 216,000.00 164.000 196,800.00 S) 45 JOINT SEAL (MR 50 MM) M 90.0000 8,910.00 99.000 8,910.00 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 2,229,551.000 2,563,983.65 SF) 48 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 14,600.00 14,600.000 14,600.00 SF) 49 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 2,850.00 2,850.000 2,850.00 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 6,080.000 30,400.00 53 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4000 2,432.00 6,080.000 2,432.00 SF) 54 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 89,200.00 22,300.000 89,200.00 SF) 55 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 7,805.00 22,300.000 7,805.00 SF) 56 760 MM CAST-IN-DRILLED-HOLE M 800.0000 3,200.00 4.000 3,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 57 920 MM CAST-IN-DRILLED-HOLE M 770.0000 30,800.00 38.500 29,645.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 2,800.00 59 ROADSIDE SIGN - TWO POST EA 300.0000 900.00 3.000 900.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 4.000 600.00 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 1.000 150.00 EXISTING POST 63 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 1.000 1,500.00 (LAMINATED WOOD BOX POST) 64 450 MM REINFORCED CONCRETE PIPE M 200.0000 36,600.00 177.200 35,440.00 65 600 MM REINFORCED CONCRETE PIPE M 240.0000 139,200.00 600.830 144,199.20 66 300 MM CORRUGATED STEEL PIPE M 190.0000 3,040.00 15.500 2,945.00 67 450 MM CORRUGATED STEEL PIPE M 200.0000 8,800.00 44.500 8,900.00 (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 13.700 3,288.00 (2.01 MM THICK) 70 80 MM PLASTIC PIPE M 20.0000 6,600.00 245.000 4,900.00 71 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 11,600.00 580.000 11,600.00 72 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 1,760.00 44.000 1,760.00 73 CORRUGATED STEEL PIPE INLET M 1,000.0000 2,000.00 1.000 1,000.00 74 300 MM STEEL FLARED END SECTION EA 350.0000 700.00 2.000 700.00 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 2.000 700.00 77 ROCK SLOPE PAVING TONN 40.0000 43,200.00 900.000 36,000.00 78 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 20.0000 96,000.00 3,897.000 77,940.00 79 ROCK SLOPE PROTECTION M3 66.0000 858.00 12.400 818.40 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 66.0000 211,200.00 3,300.000 217,800.00 (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 36,500.00 146.000 36,500.00 F) 83 MINOR CONCRETE (GUTTER LINING) M3 1,000.0000 2,000.00 2.000 2,000.00 84 ROCK SLOPE PROTECTION FABRIC M2 3.0000 18,030.00 5,530.800 16,592.40 PROGRAM CAS145 PAGE 8 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 15,000.00 86 MINOR CONCRETE (CURB AND GUTTER) M3 350.0000 23,800.00 85.000 29,750.00 87 MINOR CONCRETE (STAMPED CONCRETE) M3 500.0000 3,500.00 10.700 5,350.00 88 MINOR CONCRETE (SIDEWALK) M3 350.0000 9,800.00 38.000 13,300.00 89 MINOR CONCRETE (CURB RAMP) M3 700.0000 2,800.00 4.000 2,800.00 90 MISCELLANEOUS IRON AND STEEL KG 2.0000 17,360.00 8,680.000 17,360.00 S) 91 MISCELLANEOUS METAL (BRIDGE) KG 3.0000 125,295.00 26,600.000 79,800.00 SF) 92 FENCE (TYPE BW, METAL POST) M 30.0000 6,300.00 132.000 3,960.00 S) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 250.0000 500.00 2.000 500.00 S) 94 4.9 - METER ROAD CLOSURE GATE EA 6,000.0000 6,000.00 1.000 6,000.00 95 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 70.000 2,100.00 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 50.000 4,500.00 S) 99 CONCRETE BARRIER (TYPE K) M 50.0000 18,000.00 360.000 18,000.00 00 DOUBLE THRIE BEAM BARRIER M 95.0000 3,040.00 32.000 3,040.00 S) 01 CABLE RAILING M 19.0000 912.00 45.000 855.00 S) 02 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 190.0000 380.00 2.000 380.00 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 4.000 8,000.00 S) 05 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 440.0000 440.00 1.000 440.00 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 14.000 7,000.00 S) 08 CRASH CUSHION (TYPE CAT) EA 4,500.0000 9,000.00 2.000 9,000.00 S) 09 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 900.00 2.000 900.00 S) 10 CONCRETE BARRIER (TYPE 60) M 140.0000 137,200.00 494.000 69,160.00 11 CONCRETE BARRIER (TYPE 60A) M 100.0000 35,600.00 356.000 35,600.00 F) PROGRAM CAS145 PAGE 9 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 4,000.00 14 CONCRETE BARRIER (TYPE 732) M 100.0000 97,000.00 690.000 69,000.00 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 7,040.00 207.970 9,150.68 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 10,950.00 9,146.870 9,146.87 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 4,785.00 1,545.230 5,099.26 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 1,551.00 440.400 1,453.32 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 11,407.50 16,689.400 10,848.11 S) (BROKEN 10.98 M - 3.66 M) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 331.50 381.730 248.12 S) (BROKEN 5.18 M - 2.14 M) 22 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 20,090.00 54,942.000 19,229.70 S) 23 PAINT PAVEMENT MARKING (2-COAT) M2 31.0000 3,100.00 106.730 3,308.63 S) 24 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 24,000.00 12,111.000 18,166.50 S) 25 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 23,040.00 5,404.000 21,616.00 S) 26 SIGNAL AND LIGHTING (TEMPORARY) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 27 SIGNAL AND LIGHTING (MODIFY LOCATION 1) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 28 SIGNAL AND LIGHTING (MODIFY LOCATION 2) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 29 SIGNAL AND LIGHTING (MODIFY LOCATION 3) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 30 SIGNAL INTERCONNECT (MAGIC MOUNTAIN LS 24,000.0000 24,000.00 1.000 24,000.00 S) PARKWAY FROM THE OLD ROAD TO TOURNEY ROAD) 31 (MODIFY) LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 S) (MAGIC MOUNTAIN PARKWAY AT ROUTE 5) 32 LIGHTING CONDUIT (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 33 COMMUNICATION CONDUIT (BRIDGE) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 34 TRAFFIC MONITORING STATION (MODIFY) LS 8,000.0000 8,000.00 1.000 8,000.00 S) 35 RAMP METERING SYSTEM (MODIFY) LS 3,000.0000 3,000.00 1.000 3,000.00 S) 36 RAMP METERING SYSTEM (MODIFY) LS 9,000.0000 9,000.00 1.000 9,000.00 S) (STAGE TWO) 37 RAMP METERING SYSTEM (MODIFY) LS 2,500.0000 2,500.00 1.000 2,500.00 S) (STAGE THREE) PROGRAM CAS145 PAGE 10 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 6,000.00 S) 39 LIGHTING AND SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) ILLUMINATION (MODIFY) PROGRAM CAS145 PAGE 11 DATE 01/18/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1760U4 TIME 10:44 AM ESTIMATE NO. 57 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 03/23/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 01/18/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 24,249,047.87 ADJUSTMENT OF COMPENSATION 142,823.59 3,291,818.07 EXTRA WORK 0.00 1,421,208.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,823.59 28,962,074.33 40 MOBILIZATION LS 2988,375.0000 2,988,375.00 1.000 2,988,375.00 ORIGINAL CONTRACT AMOUNT 30,900,001.00 TOTAL WORK COMPLETED 142,823.59 31,950,449.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,250.00 TOTAL 142,823.59 31,945,199.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/22/02 1510 01/16/02 01/18/02 03/23/06 1461 67 7 0 100% 100% PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 DATE 01/18/08