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 06/21/04 EST. NO.08 TIME 02:43 PM R.E. NAME: ROJAS, BILL 07-101964 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0014 148.54 E.W. @ F.A.(+) 043004 N 16 0 0015 148.54 041604 N 17 0 0016 190.88 041704 N 351 0 0017 49.52 042204 N 19 0 0018 123.79 050604 N 20 0 0019 123.79 051204 N 21 0 0021 995.90 051104 N 23 0 0022 123.79 051304 N 24 0 0023 99.03 051904 N 25 0 0024 99.03 052104 N 26 0 003 0002 721.31 E.W. @ F.A.(+) 040104 N 02 0 0003 1,001.73 041604 N 03 0 0004 1,181.60 043004 N 04 0 005 0008 761.09 E.W. @ F.A.(+) 050104 N 11 0 5,768.54 TOTAL THIS ESTIMATE 10,811.16 TOTAL PREVIOUS ESTIMATE 16,579.70 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 06/21/04 EST. NO.08 TIME 02:43 PM R.E. NAME: ROJAS, BILL 07-101964 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:43 PM ESTIMATE NO. 08 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: ROJAS, BILL DATE OF THIS ESTIMATE 06/21/04 LOCATION PROGRESS ESTIMATE 07-LA-101-11.5/12.0 ----------------- BRUTOCO ENGINEERING AND CONST. IN LOS ANGELES COUNTY IN LOS P.O. BOX 429 ANGELES FROM VINELAND AVENUE TO FONTANA, CA 92334 0.3 KM NORTH OF TUJUNGA AVENUE UNDERCROSSING FED. AID NO. ACNH-Q101(42)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD LS 150,000.0000 150,000.00 0.120 18,000.00 0.790 118,500.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.800 36,000.00 05 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.850 12,750.00 S) 06 TRAFFIC CONTROL SYSTEM LS 151,000.0000 151,000.00 0.120 18,120.00 0.790 119,290.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 17,145.00 3,665.000 16,492.50 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,765.00 14.000 490.00 56.000 1,960.00 S) 09 TEMPORARY PAVEMENT MARKER EA 3.5000 5,005.00 882.000 3,087.00 S) 10 TEMPORARY RAILING (TYPE K) EA 24.0000 73,440.00 6.000 144.00 2,963.000 71,112.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 25,200.00 21.000 6,300.00 147.000 44,100.00 S) 12 JACKING SUPERSTRUCTURE LS 12,000.0000 12,000.00 0.000 0.00 13 ABANDON PIPE M 80.0000 5,200.00 64.100 5,128.00 64.100 5,128.00 14 REMOVE METAL BEAM GUARD RAILING M 20.0000 10,400.00 490.000 9,800.00 S) 15 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.2500 1,192.50 538.000 1,210.50 S) STRIPE 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 5,595.00 3,033.000 4,549.50 S) 17 REMOVE PAVEMENT MARKER EA 1.0000 1,360.00 1,598.000 1,598.00 S) 18 REMOVE ROADSIDE SIGN EA 300.0000 2,100.00 6.000 1,800.00 19 REMOVE SIGN STRUCTURE EA 7,000.0000 7,000.00 1.000 7,000.00 20 REMOVE PIPE M 270.0000 5,670.00 6.900 1,863.00 6.900 1,863.00 21 REMOVE INLET EA 2,000.0000 14,000.00 7.000 14,000.00 7.000 14,000.00 22 RECONSTRUCT CHAIN LINK FENCE M 340.0000 2,720.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:43 PM ESTIMATE NO. 08 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: ROJAS, BILL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 132.0000 6,336.00 0.000 0.00 S) (WOOD POST) 24 RESET ROADSIDE SIGN EA 400.0000 800.00 0.000 0.00 25 RELOCATE ROADSIDE SIGN EA 800.0000 800.00 0.000 0.00 26 REMOVE CONCRETE CURB M 20.0000 15,800.00 739.000 14,780.00 739.000 14,780.00 27 REMOVE SIDEWALK M3 2,500.0000 1,250.00 0.000 0.00 28 CAP INLET EA 1,500.0000 9,000.00 0.000 0.00 29 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 0.750 11,250.00 30 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 31 ROADWAY EXCAVATION M3 80.0000 71,200.00 510.850 40,868.00 510.850 40,868.00 32 ROADWAY EXCAVATION (TYPE Y) M3 17.0000 14,960.00 880.000 14,960.00 (AERIALLY DEPOSITED LEAD) 33 ROADWAY EXCAVATION (TYPE Z-2) M3 130.0000 24,700.00 145.000 18,850.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 7,800.00 65.000 7,800.00 F) 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 66,360.00 1,106.000 66,360.00 F) 37 STRUCTURE EXCAVATION (TYPE Y) M3 12.0000 24,744.00 2,062.000 24,744.00 F) (AERIALLY DEPOSITED LEAD) 38 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 11,925.00 0.000 0.00 F) 39 STRUCTURE BACKFILL (RETAINING WALL) M3 22.0000 74,118.00 0.000 0.00 F) 40 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 16,740.00 0.000 0.00 F) WALL) 41 HIGHWAY PLANTING LS 49,000.0000 49,000.00 0.000 0.00 S) 42 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 43 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 0.070 10,850.00 S) 44 ASPHALT CONCRETE (TYPE B) TONN 65.0000 189,800.00 0.000 0.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 58.0000 2,552.00 0.000 0.00 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 84,360.00 703.000 84,360.00 S) PILING 47 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 215.0000 6,880.00 32.000 6,880.00 S) PILING 48 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 274,550.00 3,210.000 272,850.00 PILING (BARRIER) 49 PRESTRESSING CAST-IN-PLACE CONCRETE LS 15,000.0000 15,000.00 1.000 15,000.00 S) PROGRAM CAS145 PAGE 3 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:43 PM ESTIMATE NO. 08 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: ROJAS, BILL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 25,200.00 63.000 25,200.00 F) 51 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 60,600.00 90.000 54,000.00 F) 52 STRUCTURAL CONCRETE, RETAINING WALL M3 540.0000 617,760.00 765.000 413,100.00 F) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 13,300.00 0.000 0.00 F) (TYPE N) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 55,350.00 12.550 18,825.00 12.550 18,825.00 F) 55 MINOR CONCRETE (BACKFILL) M3 165.0000 2,145.00 0.000 0.00 56 FRACTURED RIB TEXTURE M2 70.0000 60,900.00 495.000 34,650.00 F) 57 DRILL AND BOND DOWEL M 86.0000 3,354.00 30.000 2,580.00 58 REFINISH BRIDGE DECK M2 230.0000 3,910.00 0.000 0.00 59 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 115.0000 473,800.00 0.000 0.00 F) 60 JOINT SEAL (MR 30 MM) M 425.0000 2,550.00 0.000 0.00 61 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 46,200.00 14,860.000 44,580.00 SF) 62 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3000 124,077.20 78,276.000 101,758.80 SF) 63 HEADED BAR REINFORCEMENT EA 30.0000 5,520.00 0.000 0.00 S) 64 FURNISH SIGN STRUCTURE (TRUSS) KG 5.7000 67,584.90 0.000 0.00 F) 65 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 4,149.95 0.000 0.00 SF) 66 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 16,800.00 7.000 8,400.00 SF)CONCRETE PILE (SIGN FOUNDATION) 67 ROADSIDE SIGN (SOUNDWALL MOUNTED) EA 2,500.0000 7,500.00 0.000 0.00 68 METAL (WALL MOUNTED SIGN) EA 500.0000 500.00 0.000 0.00 69 ROADSIDE SIGN - ONE POST EA 495.0000 3,960.00 0.000 0.00 70 INSTALL SIGN PANEL ON BRIDGE EA 1,260.0000 2,520.00 0.000 0.00 71 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 0.000 0.00 METHOD) 72 600 MM REINFORCED CONCRETE PIPE M 215.0000 23,650.00 62.500 13,437.50 62.500 13,437.50 73 600 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0.00 74 MINOR CONCRETE (DITCH LINING) M3 630.0000 9,450.00 0.000 0.00 75 MINOR CONCRETE (SIDEWALK) M3 3,500.0000 1,750.00 0.000 0.00 76 MISCELLANEOUS IRON AND STEEL KG 5.0000 12,920.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:43 PM ESTIMATE NO. 08 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: ROJAS, BILL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 3,570.00 0.000 0.00 S) 78 TERMINAL SECTION (TYPE B) EA 315.0000 630.00 0.000 0.00 S) 79 END SECTION EA 355.0000 710.00 0.000 0.00 S) 80 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 380.0000 760.00 0.000 0.00 S) 81 CRASH CUSHION (REACT 9SCBS) EA 56,500.0000 56,500.00 0.000 0.00 S) 82 CONCRETE BARRIER (TYPE 736 SV) M 343.0000 305,270.00 -418.000 -143,374.00 890.000 305,270.00 83 CONCRETE BARRIER (TYPE 736 SV MOD) M 500.0000 4,000.00 6.000 3,000.00 84 CONCRETE BARRIER (TYPE 736A MODIFIED) M 245.0000 80,115.00 0.000 0.00 F) 85 CONCRETE BARRIER (TYPE 736 MODIFIED) M 244.0000 7,808.00 0.000 0.00 F) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,612.50 0.000 0.00 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,550.00 0.000 0.00 S) 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 1,777.50 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 2,422.50 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 135.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 91 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,820.00 0.000 0.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 1,725.00 0.000 0.00 S) 93 LIGHTING (TEMPORARY) LS 55,000.0000 55,000.00 0.950 52,250.00 S) 94 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 130,000.0000 130,000.00 1.000 130,000.00 S) 95 MODIFY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 0.200 1,200.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 94,000.0000 94,000.00 0.140 13,160.00 S) 97 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 0.950 7,600.00 S) PROGRAM CAS145 PAGE 5 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-101964 TIME 02:43 PM ESTIMATE NO. 08 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: ROJAS, BILL DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,581.50 2,318,303.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,768.54 16,579.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,350.04 2,334,883.50 98 MOBILIZATION LS 430,000.0000 430,000.00 1.000 430,000.00 ORIGINAL CONTRACT AMOUNT 4,567,794.05 TOTAL WORK COMPLETED 14,350.04 2,764,883.50 MATERIALS ON HAND ON SITE 64,659.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 14,350.04 2,829,543.28 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 10/17/03 255 11/03/03 11/03/03 12/30/04 142 14 0 20 59% 48% PROGRESS IS SATISFACTORY PENDING CCOS ROJAS, BILL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/21/04