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 05/26/04 EST. NO.14 TIME 07:38 AM R.E. NAME: HUERTA, ABEL 03-402304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 029 0002 971.52 E.W. @ F.A.(+) 032604 N 0149.0 0003 1,386.42 032504 N 0150.0 2,357.94 TOTAL THIS ESTIMATE 266,553.47 TOTAL PREVIOUS ESTIMATE 268,911.41 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 05/26/04 EST. NO.14 TIME 07:38 AM R.E. NAME: HUERTA, ABEL 03-402304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP RETENTION(25%) -2,374.21 13 0.00 -2,374.21 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 02 MISSING PAYROLLS -10,000.00 07 REC'D PAYROLLS EST#2 10,000.00 08 MISSING PAYROLL 2/04 -1,000.00 12 MISSING PAYROLL 4/04 -1,000.00 13 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -14,374.21 PROGRAM CAS145 PAGE 1 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-402304 TIME 07:38 AM ESTIMATE NO. 14 BID OPENING 08/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: HUERTA, ABEL DATE OF THIS ESTIMATE 05/26/04 LOCATION PROGRESS ESTIMATE 03-GLE-32-R4.8/5.9 ----------------- M C M CONSTRUCTION INC IN GLENN COUNTY FROM 6.0 KM EAST OF P O BOX 620 ORLAND TO 5.0 KM WEST OF HAMILTON NORTH HIGHLANDS CA 95660 CITY FED. AID NO. ACST-P032(34)E ,P-P032(34)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.500 4,000.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 372,000.00 156.000 187,200.00 03 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.479 9,580.00 05 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.732 2,928.00 S) 06 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.503 20,120.00 S) 07 TYPE III BARRICADE EA 100.0000 2,000.00 20.000 2,000.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 1,920.00 54.560 2,182.40 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 9,320.00 0.000 0.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 1,190.00 0.000 0.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 6,237.00 5,060.000 3,542.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,250.00 104.000 2,600.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.5000 3,605.00 348.000 1,218.00 S) 14 TEMPORARY DELINEATOR (CLASS 1) EA 40.0000 1,000.00 25.000 1,000.00 S) 15 TEMPORARY LIGHTING SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 18,000.00 1.006 9,054.00 S) 17 REMOVE HEAVY DUTY DOUBLE RETARD FENCE M 50.0000 2,000.00 40.000 2,000.00 18 REMOVE FENCE (TYPE BW) M 6.0000 4,620.00 -76.000 -456.00 338.830 2,032.98 19 REMOVE FENCE (TYPE WM) M 10.0000 240.00 24.000 240.00 20 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,540.00 0.000 0.00 21 REMOVE YELLOW TRAFFIC STRIPE M 14.0000 1,820.00 0.000 0.00 22 REMOVE PAVEMENT MARKING M2 35.0000 910.00 36.380 1,273.30 PROGRAM CAS145 PAGE 2 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-402304 TIME 07:38 AM ESTIMATE NO. 14 BID OPENING 08/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: HUERTA, ABEL DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 100.0000 400.00 2.000 200.00 24 REMOVE CULVERT M 40.0000 800.00 0.000 0.00 25 REMOVE BASE AND SURFACING M3 9.0000 35,820.00 0.000 0.00 26 RESET ROADSIDE SIGN EA 200.0000 1,600.00 5.000 1,000.00 27 RELOCATE GATE EA 1,000.0000 1,000.00 0.000 0.00 28 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 12,640.00 2,712.700 10,850.80 S) 30 BRIDGE REMOVAL LS 220,000.0000 220,000.00 0.000 0.00 31 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.900 36,000.00 32 ROADWAY EXCAVATION M3 12.0000 86,880.00 4,200.000 50,400.00 33 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 16,800.00 210.000 16,800.00 F) 35 STRUCTURE EXCAVATION (TYPE D) M3 1,020.0000 285,600.00 280.000 285,600.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 17,000.00 27.000 2,700.00 F) 37 DITCH EXCAVATION M3 25.0000 4,500.00 153.110 3,827.75 38 IMPORTED BORROW M3 8.0000 178,400.00 19,029.000 152,232.00 39 IMPORTED MATERIAL (SHOULDER BACKING) TONN 26.0000 9,100.00 0.000 0.00 40 EROSION CONTROL (DRILL SEED) M2 1.1000 50,710.00 15,458.000 17,003.80 S) 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 4,800.00 1.000 1,200.00 S) 42 CLASS 2 AGGREGATE BASE M3 24.0000 137,760.00 1,978.500 47,484.00 43 SLURRY SEAL TONN 130.0000 35,100.00 381.950 49,653.50 44 ASPHALT CONCRETE (TYPE A) TONN 41.0000 391,550.00 934.690 38,322.29 45 ASPHALT CONCRETE (OPEN GRADED) TONN 65.0000 32,500.00 0.000 0.00 46 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,000.0000 900.00 0.000 0.00 REINFORCING FABRIC) 47 PAVEMENT REINFORCING FABRIC M2 2.0000 1,420.00 0.000 0.00 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 4,500.00 0.000 0.00 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 30.0000 1,770.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-402304 TIME 07:38 AM ESTIMATE NO. 14 BID OPENING 08/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: HUERTA, ABEL DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 210.00 0.000 0.00 51 FURNISH STEEL PILING (HP 250 X 85) M 42.0000 31,542.00 752.000 31,584.00 52 DRIVE STEEL PILE (HP 250 X 85) EA 1,250.0000 50,000.00 40.000 50,000.00 S) 53 FURNISH 2.44 M CAST-IN-STEEL SHELL M 3,000.0000 966,000.00 321.292 963,876.00 CONCRETE PILING 54 DRIVE 2.44 M CAST-IN-STEEL SHELL EA 130,000.0000 910,000.00 7.000 910,000.00 S) CONCRETE PILING 55 FURNISH 1.2 M STEEL PIPE PILE M 1,300.0000 253,500.00 195.000 253,500.00 56 DRIVE 1.2 M STEEL PIPE PILE EA 60,000.0000 240,000.00 4.000 240,000.00 S) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 220,000.0000 220,000.00 0.000 0.00 S) 58 SEAL COURSE CONCRETE M3 150.0000 24,000.00 163.800 24,570.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 12,600.00 42.000 12,600.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 493.0000 2,218,500.00 473.700 233,534.10 F) 61 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 42,000.00 0.000 0.00 S) (TYPE N) 62 PTFE BEARING EA 3,000.0000 36,000.00 0.000 0.00 S) 63 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 38,400.00 0.000 0.00 S) 64 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,500.0000 30,000.00 0.000 0.00 S) 65 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 677,000.00 106,823.000 106,823.00 SF) 66 STRUCTURAL STEEL (BRIDGE) KG 3.5000 105,000.00 0.000 0.00 SF) 67 ROADSIDE SIGN - ONE POST EA 250.0000 3,000.00 0.000 0.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 0.000 0.00 METHOD) 69 600 MM REINFORCED CONCRETE PIPE M 200.0000 7,200.00 36.000 7,200.00 70 600 MM CONCRETE FLARED END SECTION EA 300.0000 600.00 2.000 600.00 71 ROCK SLOPE PROTECTION M3 45.0000 33,750.00 634.000 28,530.00 634.000 28,530.00 (BACKING NO. 1, METHOD B) 72 ROCK SLOPE PROTECTION M3 50.0000 3,150.00 45.710 2,285.50 (BACKING NO. 2, METHOD B) 73 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 45.0000 61,200.00 1,162.000 52,290.00 1,162.000 52,290.00 74 ROCK SLOPE PROTECTION FABRIC M2 4.0000 6,320.00 1,175.000 4,700.00 1,268.010 5,072.04 75 MISCELLANEOUS METAL KG 13.0000 5,850.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 76 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 8,520.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-402304 TIME 07:38 AM ESTIMATE NO. 14 BID OPENING 08/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: HUERTA, ABEL DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FENCE (TYPE BW, 5 STRAND, METAL POST) M 15.0000 11,850.00 290.020 4,350.30 S) 78 HEAVY DUTY DOUBLE RETARD FENCE M 800.0000 26,400.00 33.000 26,400.00 79 DELINEATOR (CLASS 1) EA 35.0000 700.00 0.000 0.00 80 MARKER (CULVERT) EA 35.0000 35.00 0.000 0.00 81 HIGHWAY POST MARKER EA 30.0000 30.00 0.000 0.00 82 OBJECT MARKER (TYPE L-1) EA 40.0000 80.00 0.000 0.00 83 METAL BEAM GUARD RAILING M 150.0000 4,650.00 0.000 0.00 S) 84 CONCRETE BARRIER (TYPE 25) M 100.0000 95,600.00 0.000 0.00 F) 85 TERMINAL SECTION (TYPE B) EA 150.0000 300.00 0.000 0.00 S) 86 END SECTION EA 100.0000 200.00 0.000 0.00 S) 87 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 8,000.00 0.000 0.00 S) 88 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 1,960.00 0.000 0.00 S) 89 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 3,115.00 0.000 0.00 S) (SPRAYABLE) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 6,375.00 0.000 0.00 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,110.00 0.000 0.00 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,200.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 2,975.00 0.000 0.00 S) 94 HIGHWAY LIGHTING LS 60,000.0000 60,000.00 0.000 0.00 S) 95 POWER AND TELEPHONE SERVICE LS 25,000.0000 25,000.00 0.461 11,525.00 S) PROGRAM CAS145 PAGE 5 DATE 05/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-402304 TIME 07:38 AM ESTIMATE NO. 14 BID OPENING 08/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: HUERTA, ABEL DATE OF THIS ESTIMATE 05/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 85,064.00 3,934,234.76 ADJUSTMENT OF COMPENSATION 0.00 36,102.40 EXTRA WORK 2,357.94 232,809.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 87,421.94 4,203,146.17 96 MOBILIZATION LS 924,220.0000 924,220.00 0.950 878,009.00 ORIGINAL CONTRACT AMOUNT 9,244,444.00 TOTAL WORK COMPLETED 87,421.94 5,081,155.17 MATERIALS ON HAND ON SITE 71,761.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,374.21 TOTAL 87,421.94 5,138,542.93 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 09/12/02 310 03/17/03 03/17/03 01/26/05 139 156 0 0 53% 45% PROGRESS IS SATISFACTORY HUERTA, ABEL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/04