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 12/29/03 EST. NO.36 TIME 10:55 AM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0026 1,266.16 E.W. @ F.A.(+) 050103 N 1060 0 007 0014 950.02 E.W. @ F.A.(+) 102403 Y 1193.0 2,216.18 TOTAL THIS ESTIMATE 2,165,164.95 TOTAL PREVIOUS ESTIMATE 2,167,381.13 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 12/29/03 EST. NO.36 TIME 10:55 AM R.E. NAME: KELLERMAN, LARRY 12-083804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DS HE MA OE RC -10,000.00 18 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION CFSCGF -10,000.00 06 CF USP RO RS NB SS D -10,000.00 07 CF, DPC, GR, OE -10,000.00 08 SUB LABOR PYRL -10,000.00 13 UNSAT. PAYROLLS -10,000.00 19 UNSAT. PAYROLLS -10,000.00 20 UNSAT. PAYROLLS -10,000.00 21 UNSAT. PAYROLL -10,000.00 23 UNSAT. PAYROLL -10,000.00 25 RETURN UNSAT PAYROLL 10,000.00 26 RETURN UNSAT PAYROLL 10,000.00 26 UNSAT PAYROLL -10,000.00 26 NON-SUB. PAYROLL -10,000.00 27 UNSAT PAYROLLS -10,000.00 29 RETURN DED EST. #23 10,000.00 31 MISSING PAYROLL -10,000.00 33 RETURN EST #27 & 29 20,000.00 33 0.00 -80,000.00 TOTAL DEDUCTIONS 0.00 -90,000.00 PROGRAM CAS145 PAGE 1 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-405-10.2/12.4 ----------------------- MCM CONSTRUCTION INCORPORATED IN ORANGE COUNTY IN COSTA MESA ON P.O. BOX 867 RTE 405 FROM BEAR ST OC TO 1.1 KM BLOOMINGTON, CA 92316 W OF HARBOR BLVD UC AND ON RTE 73 FROM 0.5 KM N OF BEAR ST UC TO RTE 405 FED. AID NO. ACIM-405 -2(890)102,ACIM-405 -2(890)N ,STPL-6212(8) WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 7,500.0000 7,500.00 0.760 5,700.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,640,000.00 41.000 82,000.00 687.000 1,374,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 39,200.00 640.700 12,814.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.023 1,035.00 0.852 38,340.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.850 12,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.023 2,300.00 0.782 78,200.00 S) 08 TYPE III BARRICADE EA 150.0000 1,950.00 8.000 1,200.00 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 16.0000 2,080.00 88.050 1,408.80 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 42,375.00 43,649.000 32,736.75 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,360.00 66.000 2,640.00 12 TEMPORARY PAVEMENT MARKER EA 3.2500 52,650.00 10,556.000 34,307.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 60,000.00 3.000 36,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 25.0000 480,000.00 13,525.030 338,125.75 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 195,000.00 539.000 161,700.00 S) 16 TEMPORARY TRAFFIC SCREEN M 8.5000 143,650.00 4,641.210 39,450.29 S) 17 REMOVE CHAIN LINK FENCE M 10.0000 10,000.00 2,407.400 24,074.00 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 49,200.00 1,863.540 37,270.80 19 REMOVE TRAFFIC STRIPE (PAINT) M 1.2000 38,880.00 36,713.860 44,056.63 20 REMOVE PAVEMENT MARKER EA 1.0000 14,700.00 12,954.000 12,954.00 21 REMOVE ROADSIDE SIGN EA 150.0000 9,450.00 1.000 150.00 22 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 2.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN PANEL EA 1,200.0000 10,800.00 1.000 1,200.00 24 REMOVE 450 MM CULVERT M 100.0000 1,900.00 31.300 3,130.00 25 REMOVE 600 MM CULVERT M 100.0000 47,000.00 75.200 7,520.00 703.370 70,337.00 26 REMOVE 675 MM CULVERT M 100.0000 2,400.00 20.800 2,080.00 27 REMOVE 750 MM CULVERT M 125.0000 625.00 2.120 265.00 28 REMOVE 2100 MM CULVERT M 150.0000 4,050.00 25.000 3,750.00 29 REMOVE 2250 MM CULVERT M 150.0000 4,800.00 22.000 3,300.00 30 REMOVE INLET EA 1,250.0000 53,750.00 3.000 3,750.00 57.000 71,250.00 31 REMOVE HEADWALL EA 750.0000 3,750.00 15.000 11,250.00 32 REMOVE REINFORCED CONCRETE BOX CULVERT LS 10,000.0000 10,000.00 1.000 10,000.00 33 REMOVE CONCRETE PAVEMENT M2 10.0000 6,400.00 7,338.000 73,380.00 34 REMOVE ASPHALT CONCRETE SURFACING M2 2.0000 119,800.00 855.200 1,710.40 47,590.380 95,180.76 35 RELOCATE ROADSIDE SIGN EA 250.0000 14,000.00 7.000 1,750.00 36 RELOCATE SIGN STRUCTURE EA 6,000.0000 42,000.00 1.000 6,000.00 6.500 39,000.00 37 REMOVE CONCRETE (RETAINING WALL) M3 50.0000 15,500.00 200.000 10,000.00 38 REMOVE CONCRETE (JUNCTION STRUCTURE) M3 70.0000 3,220.00 0.000 0.00 39 REMOVE CONCRETE BARRIER M 18.0000 2,520.00 137.000 2,466.00 40 REMOVE CONCRETE (CURB, GUTTER, AND M3 36.0000 34,560.00 1,327.680 47,796.48 SIDEWALK) 41 REMOVE SOUND WALL M2 15.0000 36,000.00 3,470.000 52,050.00 42 CAP INLET EA 1,250.0000 11,250.00 13.000 16,250.00 43 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,000.0000 22,000.00 1.000 22,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 45 CLEARING AND GRUBBING LS 138,000.0000 138,000.00 1.000 138,000.00 46 DEVELOP WATER SUPPLY LS 92,000.0000 92,000.00 0.583 53,636.00 47 ROADWAY EXCAVATION M3 11.0000 873,400.00 4,340.800 47,748.80 154,839.920 1,703,239.12 48 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 62,800.00 4,340.000 86,800.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 122,760.00 12,429.000 124,290.00 F) PROGRAM CAS145 PAGE 3 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 131,400.00 2,705.000 162,300.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 448,060.00 21,915.000 438,300.00 F) 52 SLURRY CEMENT BACKFILL M3 0.0100 5.40 295.000 2.95 53 SAND BACKFILL M3 130.0000 143,000.00 1,100.000 143,000.00 54 IMPORTED BORROW M3 0.0100 1,120.00 59,044.140 590.44 55 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 S) 56 EROSION CONTROL (TYPE C) TONN 2,000.0000 4,000.00 0.000 0.00 S) 57 TRANSPLANT TREE EA 800.0000 33,600.00 25.000 20,000.00 S) 58 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.574 2,296.00 S) 60 IRRIGATION SYSTEM LS 280,000.0000 280,000.00 0.000 0.00 S) 61 75 MM WELDED STEEL PIPE CONDUIT M 150.0000 2,400.00 0.000 0.00 (5.50 MM THICK) 62 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 36,400.00 0.000 0.00 S) (6.35 MM THICK) 63 EXTEND 150 MM CONDUIT M 250.0000 8,500.00 0.000 0.00 64 CLASS 2 AGGREGATE SUBBASE M3 18.0000 801,000.00 33,677.150 606,188.70 65 CLASS 2 AGGREGATE BASE M3 22.0000 367,400.00 16,529.160 363,641.52 66 LEAN CONCRETE BASE M3 120.0000 327,600.00 824.480 98,937.60 67 ASPHALT TREATED PERMEABLE BASE M3 115.0000 210,450.00 526.220 60,515.30 68 CEMENT TREATED PERMEABLE BASE M3 125.0000 1,102,500.00 5,733.030 716,628.75 69 ASPHALT CONCRETE TONN 50.0000 2,600,000.00 28,351.860 1,417,593.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 8,250.00 408.100 2,244.55 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 1,320.00 207.700 1,142.35 72 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.5000 38,775.00 2,063.200 11,347.60 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 1,210.00 116.900 642.95 74 CONCRETE PAVEMENT M3 150.0000 523,500.00 1,158.250 173,737.50 75 SEAL PAVEMENT JOINT M 5.0000 22,450.00 0.000 0.00 76 FURNISH STEEL PILING (HP 310 X 79) M 14.0000 128,772.00 9,427.070 131,978.98 PROGRAM CAS145 PAGE 4 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE STEEL PILE (HP 310 X 79) EA 400.0000 236,800.00 591.000 236,400.00 S) 78 FURNISH STEEL PILING (HP 360 X 132) M 24.0000 50,760.00 2,115.000 50,760.00 79 DRIVE STEEL PILE (HP 360 X 132) EA 400.0000 55,200.00 138.000 55,200.00 S) 80 406 MM CAST-IN-DRILLED-HOLE M 100.0000 140,000.00 2,418.850 241,885.00 S) CONCRETE PILING (BARRIER) 81 FURNISH PILING (CLASS 900C) M 12.5000 13,687.50 3,692.115 46,151.44 82 DRIVE PILE (CLASS 900C) EA 400.0000 33,200.00 262.000 104,800.00 S) 83 FURNISH PILING (CLASS 625C) M 8.5000 15,648.50 1,743.875 14,822.94 84 DRIVE PILE (CLASS 625C) EA 400.0000 57,600.00 141.000 56,400.00 S) 85 FURNISH PILING (CLASS 400C) M 8.5000 187,654.50 22,888.554 194,552.71 86 DRIVE PILE (CLASS 400C) EA 400.0000 781,600.00 2,075.000 830,000.00 S) 87 356 MM CAST-IN-DRILLED-HOLE M 50.0000 205,000.00 3,755.198 187,759.90 S) CONCRETE PILING (BARRIER) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 S) 89 TIEBACK ANCHOR EA 900.0000 78,300.00 29.000 26,100.00 87.000 78,300.00 S) 90 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 204,250.00 1,103.000 275,750.00 F) 91 STRUCTURAL CONCRETE, BRIDGE M3 450.0000 1,584,000.00 4,225.000 1,901,250.00 F) 92 STRUCTURAL CONCRETE, RETAINING WALL M3 640.0000 5,042,560.00 7,848.500 5,023,040.00 F) 93 STRUCTURAL CONCRETE, APPROACH SLAB M3 250.0000 56,500.00 226.000 56,500.00 F) (TYPE N) 94 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 5,484,500.00 7,834.000 5,483,800.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 299,250.00 10.250 9,737.50 341.815 324,724.25 F) 96 ARCHITECTURAL TREATMENT M2 15.0000 132,225.00 7,976.500 119,647.50 F) 97 DRILL AND BOND DOWEL M 70.0000 6,860.00 98.000 6,860.00 98 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 75.0000 810,000.00 9,421.000 706,575.00 SF) 99 SOUND WALL (MASONRY BLOCK) M2 75.0000 86,250.00 1,150.000 86,250.00 00 JOINT SEAL (MR 15 MM) M 200.0000 3,000.00 0.000 0.00 S) 01 JOINT SEAL (TYPE B - MR 50 MM) M 120.0000 5,160.00 26.000 3,120.00 S) 02 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 5,200.00 13.000 5,200.00 S) 03 JOINT SEAL ASSEMBLY (MR 100 MM) M 450.0000 5,400.00 29.000 13,050.00 S) PROGRAM CAS145 PAGE 5 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 583,000.00 752,877.000 752,877.00 SF) 05 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1500 694,358.50 5,450.000 6,267.50 641,135.000 737,305.25 F) 06 BAR REINFORCING STEEL (BOX CULVERT) KG 0.9500 916,750.00 1,027,489.000 976,114.55 F) 07 SHOTCRETE M3 400.0000 24,000.00 19.000 7,600.00 60.000 24,000.00 F) 08 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 99,760.00 24,940.000 99,760.00 24,940.000 99,760.00 SF) 09 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 24,940.00 24,940.000 24,940.00 24,940.000 24,940.00 SF) 10 760 MM CAST-IN-DRILLED-HOLE M 900.0000 25,200.00 28.000 25,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 11 920 MM CAST-IN-DRILLED-HOLE M 920.0000 57,960.00 73.000 67,160.00 S) CONCRETE PILE (SIGN FOUNDATION) 12 1220 MM CAST-IN-DRILLED-HOLE M 1,050.0000 6,300.00 6.000 6,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 METAL (BARRIER MOUNTED SIGN) KG 22.0000 8,140.00 0.000 0.00 14 ROADSIDE SIGN - ONE POST EA 150.0000 3,750.00 14.000 2,100.00 15 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 2.000 500.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,200.00 5.000 1,000.00 METHOD) 17 INSTALL SIGN OVERLAY M2 200.0000 1,200.00 0.000 0.00 18 INSTALL SIGN PANEL ON EXISTING FRAME M2 70.0000 6,300.00 0.000 0.00 19 PAINT CURB (2-COAT) M2 50.0000 700.00 35.000 1,750.00 20 450 MM HIGH DENSITY POLYETHYLENE M 115.0000 11,385.00 66.700 7,670.50 F) PLASTIC PIPE 21 600 MM HIGH DENSITY POLYETHYLENE M 120.0000 450,000.00 277.400 33,288.00 3,555.462 426,655.44 F) PLASTIC PIPE 22 750 MM HIGH DENSITY POLYETHYLENE M 335.0000 15,410.00 45.700 15,309.50 F) PLASTIC PIPE 23 1200 MM HIGH DENSITY POLYETHYLENE M 350.0000 5,950.00 16.800 5,880.00 F) PLASTIC PIPE 24 450 MM REINFORCED CONCRETE PIPE M 175.0000 2,275.00 5.300 927.50 25 600 MM REINFORCED CONCRETE PIPE M 200.0000 3,800.00 29.470 5,894.00 26 750 MM REINFORCED CONCRETE PIPE M 250.0000 4,000.00 21.300 5,325.00 27 1200 MM REINFORCED CONCRETE PIPE M 750.0000 5,475.00 7.300 5,475.00 28 2100 MM REINFORCED CONCRETE PIPE M 850.0000 22,950.00 26.900 22,865.00 29 2250 MM REINFORCED CONCRETE PIPE M 1,000.0000 19,000.00 19.000 19,000.00 30 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,150.0000 113,850.00 99.100 113,965.00 (CLASS V) PROGRAM CAS145 PAGE 6 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 169,600.00 7,784.980 124,559.68 32 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.0000 20,700.00 395.340 18,185.64 33 PERMEABLE MATERIAL (CLASS 2) M3 60.0000 150,000.00 5,795.000 347,700.00 34 255 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 4,400.00 22.000 4,400.00 35 450 MM WELDED STEEL PIPE CASING (BRIDGE) M 260.0000 13,000.00 50.000 13,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,500.00 2.000 1,000.00 37 600 MM ALTERNATIVE PIPE RISER M 500.0000 3,000.00 4.100 2,050.00 38 900 MM PRECAST CONCRETE PIPE MANHOLE M 300.0000 2,100.00 7.000 2,100.00 S) 39 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 52.0000 4,420.00 85.000 4,420.00 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 28.0000 2,100.00 0.000 0.00 41 MINOR CONCRETE (CHANNEL LINING) M3 0.0100 21.50 1,725.000 17.25 42 SLOPE PAVING (CONCRETE) M3 200.0000 6,000.00 30.000 6,000.00 F) 43 ROCK SLOPE PROTECTION FABRIC M2 2.0000 380.00 0.000 0.00 44 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 60,000.00 100.400 30,120.00 CONSTRUCTION) 45 MINOR CONCRETE (GUTTER) M 60.0000 63,120.00 62.000 3,720.00 F) 46 FRAME AND GRATE EA 250.0000 42,500.00 115.000 28,750.00 47 MANHOLE FRAME AND COVER EA 750.0000 5,250.00 9.000 6,750.00 S) 48 BRIDGE DECK DRAINAGE SYSTEM LS 7,500.0000 7,500.00 1.000 7,500.00 S) 49 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 44,000.00 0.000 0.00 S) 50 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 0.000 0.00 S) 51 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 S) 52 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0.00 53 OBJECT MARKER (TYPE L) EA 50.0000 1,250.00 0.000 0.00 54 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 48,600.00 145.700 13,113.00 S) 55 CONCRETE BARRIER (TYPE 50D MODIFIED) M 500.0000 3,500.00 0.000 0.00 F) 56 CABLE RAILING M 16.0000 16,960.00 0.000 0.00 SF) 57 GUARD, CABLE FENCE M 26.0000 15,080.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 TERMINAL SYSTEM (TYPE SRT) EA 1,500.0000 42,000.00 12.000 18,000.00 59 CRASH CUSHION, SAND FILLED EA 7,500.0000 15,000.00 0.000 0.00 S) 60 CRASH CUSHION (TYPE RECT9SCBS) EA 18,000.0000 18,000.00 0.000 0.00 S) 61 CONCRETE BARRIER (TYPE 60) M 70.0000 28,000.00 72.000 5,040.00 62 CONCRETE BARRIER (TYPE 60C) M 140.0000 110,600.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 60D) M 65.0000 33,085.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 60E) M 170.0000 56,100.00 176.360 29,981.20 65 CONCRETE BARRIER (TYPE 732) M 70.0000 389,970.00 4,928.464 344,992.48 SF) 66 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 5,760.00 6.840 164.16 S) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 32,640.00 768.400 614.72 S) 68 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 8,328.00 39.320 94.37 S) 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,600.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 408.00 121.920 73.15 S) (BROKEN 5.18 M - 2.14 M) 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,200.00 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 72 PAINTED STRIPE AND PAVEMENT MARKING M2 22.0000 374.00 0.000 0.00 S) 73 PAINT TRAFFIC STRIPE (2-COAT) M 3.5000 1,330.00 0.000 0.00 74 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,880.00 1,022.000 1,124.20 S) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9500 20,060.00 780.000 2,301.00 76 SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 0.070 350.00 S) 77 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.557 13,925.00 S) 78 SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.944 23,600.00 S) 79 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.040 8,000.00 0.642 128,400.00 S) 80 CHANGEABLE MESSAGE SIGN SYSTEM LS 18,000.0000 18,000.00 0.761 13,698.00 S) 81 COMMUNICATION CONDUIT M 65.0000 204,750.00 12.000 780.00 3,580.000 232,700.00 S) 82 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.194 2,910.00 S) 83 TRAFFIC MONITORING STATION (LOCATION 2) LS 14,000.0000 14,000.00 0.372 5,208.00 S) 84 TRAFFIC MONITORING STATION (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.000 0.00 S) 86 RAMP METERING SYSTEM (LOCATION 2) LS 24,000.0000 24,000.00 0.011 264.00 0.554 13,296.00 S) 87 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.235 7,050.00 0.238 7,140.00 S) 88 RAMP METERING SYSTEM (LOCATION 4) LS 31,000.0000 31,000.00 0.707 21,917.00 S) 89 RAMP METERING SYSTEM (LOCATION 5) LS 28,000.0000 28,000.00 0.227 6,356.00 S) 90 RAMP METERING SYSTEM (LOCATION 6) LS 29,000.0000 29,000.00 0.422 12,238.00 S) 91 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 92 LEAD COMPLIANCE PLAN LS 60,000.0000 60,000.00 1.000 60,000.00 PROGRAM CAS145 PAGE 9 DATE 12/29/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-083804 TIME 10:55 AM ESTIMATE NO. 36 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: KELLERMAN, LARRY DATE OF THIS ESTIMATE 12/29/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 375,851.20 30,446,897.90 ADJUSTMENT OF COMPENSATION 0.00 895,285.01 EXTRA WORK 2,216.18 1,272,096.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 378,067.38 32,614,279.03 93 MOBILIZATION LS 3544,935.0000 3,544,935.00 1.000 3,544,935.00 ORIGINAL CONTRACT AMOUNT 36,678,302.90 TOTAL WORK COMPLETED 378,067.38 36,159,214.03 MATERIALS ON HAND ON SITE 45,822.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -90,000.00 TOTAL 378,067.38 36,115,036.86 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 01/18/01 1070 02/05/01 02/05/01 07/13/05 687 32 0 3 86% 64% PROGRESS IS SATISFACTORY KELLERMAN, LARRY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/29/03