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 09/24/03 EST. NO.15 TIME 08:44 AM R.E. NAME: OKPALA, MESHACK 03-3546U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 057 0001 931.55 E.W. @ F.A.(+) 060603 N 001 0 931.55 TOTAL THIS ESTIMATE 1,050,480.52 TOTAL PREVIOUS ESTIMATE 1,051,412.07 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 09/24/03 EST. NO.15 TIME 08:44 AM R.E. NAME: OKPALA, MESHACK 03-3546U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLASS 2 AB RECYCLED -3,864.00 04 UNAPPROVED CPM -304,507.86 04 CLASS2 AB RECYCLED -11,130.00 05 RETURN CPM DEDUCTION 304,507.86 05 CLASS 2 AB -4,357.80 11 CLASS 2 AB -10,943.70 14 0.00 -30,295.50 TOTAL DEDUCTIONS 0.00 -30,295.50 PROGRAM CAS145 PAGE 1 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-80-9.1/17.9 ----------------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO AND PLACER COUNTIES P O BOX 50085 IN SACRAMENTO, CITRUS HEIGHTS AND WATSONVILLE CA 950775085 ROSEVILLE AT VARIOUS LOCATIONS FED. AID NO. ACNH-080 -3(227)94N,I-080 -3(227)94N,ACBH-080 -3(227)94N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 35,000.0000 35,000.00 0.250 8,750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 800,000.00 20.000 40,000.00 278.000 556,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 112,800.00 3,384.400 101,532.00 04 TEMPORARY FENCE (TYPE CL-2.4) M 40.0000 17,600.00 431.000 17,240.00 05 PREPARE STORM WATER POLLUTION LS 13,000.0000 13,000.00 0.750 9,750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.700 24,500.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.013 325.00 0.413 10,325.00 S) 08 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.050 50,000.00 0.700 700,000.00 S) 09 TYPE III BARRICADE EA 80.0000 1,600.00 0.000 0.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 4,600.00 11.700 234.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.8000 132,620.00 933.000 3,545.40 2,182.100 8,291.98 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 128.0000 25,600.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,245.00 606.000 393.90 9,217.900 5,991.64 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 37,750.00 14.000 350.00 531.000 13,275.00 S) 15 TRAFFIC PLASTIC DRUM EA 85.0000 16,150.00 80.000 6,800.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.3000 145,820.00 1,800.000 4,140.00 45,739.000 105,199.70 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 145,000.0000 145,000.00 0.050 7,250.00 0.700 101,500.00 S) 18 TEMPORARY RAILING (TYPE K) M 24.0000 979,200.00 944.900 22,677.60 28,065.840 673,580.16 S) 19 TEMPORARY RAILING (TYPE K) (DETOUR) M 45.0000 7,200.00 0.000 0.00 S) 20 QUICK CHANGE MOVEABLE BARRIER SYSTEM M 375.0000 345,000.00 0.000 0.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 350.0000 129,500.00 11.000 3,850.00 288.000 100,800.00 S) 22 TEMPORARY CRASH CUSHION MODULE (DETOUR) EA 350.0000 19,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC SCREEN M 4.7500 174,325.00 22,949.500 109,010.13 S) 24 ABANDON CULVERT EA 300.0000 4,200.00 1.000 300.00 3.000 900.00 25 ABANDON INLET EA 100.0000 900.00 2.000 200.00 26 REMOVE CHAIN LINK FENCE M 5.0000 17,100.00 3,886.700 19,433.50 27 REMOVE FLARED END SECTION EA 70.0000 350.00 7.000 490.00 28 REMOVE TRAFFIC STRIPE M 3.4000 106,760.00 1,609.000 5,470.60 43,261.440 147,088.90 29 REMOVE PAVEMENT MARKING M2 21.0000 1,995.00 11.700 245.70 35.100 737.10 30 REMOVE ROADSIDE SIGN EA 60.0000 4,140.00 2.000 120.00 31 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 32 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 3,000.00 2.000 3,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 5.0000 6,200.00 163.000 815.00 163.000 815.00 34 REMOVE CULVERT M 130.0000 15,600.00 23.400 3,042.00 35 REMOVE INLET EA 350.0000 5,600.00 1.000 350.00 5.000 1,750.00 36 REMOVE CONCRETE PAVEMENT M2 15.0000 13,500.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE SURFACING M2 18.0000 35,460.00 0.000 0.00 38 REMOVE BASE AND SURFACING M3 20.0000 1,600.00 0.000 0.00 39 SALVAGE DOUBLE THRIE BEAM BARRIER M 13.0000 36,660.00 2,063.800 26,829.40 40 SALVAGE METAL BEAM GUARD RAILING M 30.0000 31,500.00 13.340 400.20 215.860 6,475.80 41 SALVAGE DOUBLE METAL BEAM BARRIER M 14.0000 20,020.00 1,461.600 20,462.40 42 RECONSTRUCT MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 43 RECONSTRUCT CHAIN LINK FENCE M 75.0000 6,525.00 3.000 225.00 21.000 1,575.00 44 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 300,000.00 2,956.560 147,828.00 5,542.560 277,128.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 35,400.00 26.640 1,598.40 46 RELOCATE BACKFLOW PREVENTER EA 2,000.0000 4,000.00 1.000 2,000.00 47 RELOCATE SPLICE BOX EA 3,000.0000 3,000.00 0.000 0.00 48 RELOCATE CHAIN LINK FENCE M 150.0000 750.00 4.000 600.00 49 RELOCATE ROADSIDE SIGN EA 175.0000 16,800.00 3.000 525.00 PROGRAM CAS145 PAGE 3 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE SIGN STRUCTURE EA 3,500.0000 7,000.00 1.000 3,500.00 51 ADJUST WATER VALVE COVER TO GRADE EA 350.0000 2,450.00 0.000 0.00 52 ADJUST WATER METER BOX TO GRADE EA 400.0000 400.00 0.000 0.00 53 RELOCATE WATER METER EA 1,000.0000 3,000.00 2.000 2,000.00 54 ADJUST INLET EA 700.0000 16,100.00 9.000 6,300.00 21.000 14,700.00 55 ADJUST MANHOLE TO GRADE EA 500.0000 2,500.00 0.000 0.00 56 ADJUST MONITORING WELL BOX TO GRADE EA 400.0000 800.00 1.000 400.00 57 MODIFY INLET EA 1,900.0000 20,900.00 2.000 3,800.00 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 39,900.00 6,631.240 11,604.67 6,631.240 11,604.67 S) (25 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 57,840.00 0.000 0.00 S) (30 MM MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,020.00 4,130.000 24,780.00 4,130.000 24,780.00 S) (45 MM MAXIMUM) 61 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 2,600.00 0.000 0.00 S) (100 MM MAXIMUM) 62 REMOVE CONCRETE M3 80.0000 30,400.00 1.030 82.40 350.810 28,064.80 63 REMOVE CONCRETE CURB M 15.0000 2,100.00 0.000 0.00 64 REMOVE CONCRETE BARRIER M 10.0000 33,600.00 81.000 810.00 65 REMOVE HEADLIGHT GLARE SCREEN M 7.0000 15,820.00 0.000 0.00 66 REMOVE SOUND WALL M2 3.5500 23,998.00 5,351.350 18,997.29 67 CAP INLET EA 1,200.0000 13,200.00 6.000 7,200.00 68 CAP RISER EA 500.0000 1,000.00 0.000 0.00 69 REMOVE CRASH CUSHION EA 500.0000 500.00 0.000 0.00 70 BRIDGE REMOVAL (PORTION), LOCATION A LS 21,340.0000 21,340.00 1.000 21,340.00 71 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 72 BRIDGE REMOVAL (PORTION), LOCATION C LS 3,000.0000 3,000.00 0.100 300.00 1.000 3,000.00 73 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 1.000 75,000.00 1.000 75,000.00 74 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 0.900 44,550.00 75 ROADWAY EXCAVATION M3 23.0000 2,691,000.00 877.530 20,183.19 90,939.530 2,091,609.19 76 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 129,700.00 1,297.000 129,700.00 F) 78 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 111,600.00 1,107.000 110,700.00 F) 79 STRUCTURE EXCAVATION (TIEBACK WALL) M3 150.0000 9,750.00 65.000 9,750.00 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 83,040.00 566.000 45,280.00 F) 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 250.0000 2,250.00 0.000 0.00 82 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,320.00 331.000 13,240.00 F) 83 SAND BACKFILL M3 200.0000 9,400.00 14.230 2,846.00 84 DITCH EXCAVATION M3 20.0000 20,200.00 75.000 1,500.00 591.000 11,820.00 85 HIGHWAY PLANTING LS 90,000.0000 90,000.00 0.000 0.00 S) 86 IMPORTED TOPSOIL M3 35.0000 17,150.00 0.000 0.00 S) 87 ROOT CONTROL BARRIER M2 23.0000 5,750.00 0.000 0.00 S) 88 FIBER (EROSION CONTROL) KG 0.6300 5,991.30 0.000 0.00 S) 89 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,800.00 0.000 0.00 S) 90 SEED (EROSION CONTROL) KG 100.0000 15,500.00 0.000 0.00 S) 91 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,001.00 0.000 0.00 S) 92 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 2,008.00 0.000 0.00 S) 93 MAINTAIN EXISTING PLANTS LS 1,000.0000 1,000.00 0.000 0.00 S) 94 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 95 MAINTAIN EXISTING IRRIGATION FACILITIES LS 13,000.0000 13,000.00 0.030 390.00 0.030 390.00 S) 96 IRRIGATION SYSTEM LS 230,000.0000 230,000.00 0.030 6,900.00 0.030 6,900.00 S) 97 WATER METER EA 3,500.0000 7,000.00 0.000 0.00 S) 98 200 MM CORRUGATED HIGH DENSITY M 350.0000 66,500.00 26.000 9,100.00 26.000 9,100.00 S) POLYETHYLENE PIPE CONDUIT 99 EXTEND 150 MM CONDUIT M 200.0000 12,800.00 11.500 2,300.00 S) 00 CLASS 2 AGGREGATE BASE M3 44.5000 4,494,500.00 163.570 7,278.87 75,705.860 3,368,910.77 01 SLURRY SEAL TONN 325.0000 20,475.00 0.000 0.00 02 ASPHALT CONCRETE TONN 47.0000 4,079,600.00 10,419.430 489,713.21 73,524.370 3,455,645.39 03 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 72,100.00 115.670 8,096.90 115.670 8,096.90 PROGRAM CAS145 PAGE 5 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT CONCRETE (TYPE A, 19-MM MAXIMUM, TONN 43.0000 218,010.00 128.400 5,521.20 MEDIUM GRADING) 05 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 64.0000 370,880.00 0.000 0.00 06 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 67.0000 1,098,800.00 510.770 34,221.59 510.770 34,221.59 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 243,000.00 587.000 10,566.00 AREA) 08 PAVEMENT TEXTURE M2 35.0000 472,500.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.2500 198.00 46.700 105.08 10 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.2500 10,102.50 1,592.000 3,582.00 11 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.2500 787.50 28.100 63.23 12 REPLACE CONCRETE PAVEMENT M3 885.0000 654,900.00 302.600 267,801.00 13 GRIND EXISTING CONCRETE M3 900.0000 47,700.00 0.000 0.00 S) PAVEMENT 14 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 96,000.00 80.600 96,720.00 S) PILING 15 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 15,400.00 176.000 19,360.00 S) PILING (SOUND WALL) 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 0.700 42,000.00 1.000 60,000.00 S) 17 TIEBACK ANCHOR EA 1,800.0000 68,400.00 38.000 68,400.00 S) 18 TIEDOWN ANCHOR EA 4,000.0000 16,000.00 1.600 6,400.00 4.000 16,000.00 S) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 108,150.00 261.000 91,350.00 F) 20 STRUCTURAL CONCRETE, BRIDGE M3 725.0000 957,725.00 28.000 20,300.00 1,168.500 847,162.50 F) 21 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 245,500.00 58.000 29,000.00 417.000 208,500.00 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 20,800.00 13.500 10,800.00 F) (TYPE N) 23 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 39,100.00 -6.260 -5,321.00 21.470 18,249.50 F) 24 MINOR CONCRETE (BACKFILL) M3 300.0000 19,500.00 0.320 96.00 25.720 7,716.00 25 SURFACE TREATMENT M2 85.0000 31,960.00 157.000 13,345.00 F) (CHAIN LINK RIP-OUT) 26 FRACTURED RIB TEXTURE M2 115.0000 22,540.00 315.000 36,225.00 F) 27 DRILL AND BOND DOWEL M 60.0000 7,080.00 86.200 5,172.00 28 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 50,000.00 1.000 25,000.00 S) GIRDER (35 M - 40 M) 29 ERECT PRECAST PRESTRESSED CONCRETE EA 20,000.0000 40,000.00 1.000 20,000.00 S) GIRDER 30 CONCRETE CLOSURE WALL M2 335.0000 64,655.00 83.000 27,805.00 F) PROGRAM CAS145 PAGE 6 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOUND WALL (BARRIER) (PRECAST CONCRETE M2 425.0000 157,250.00 0.000 0.00 S) PANEL) 32 SOUND WALL (PRECAST CONCRETE PANEL) M2 430.0000 550,400.00 0.000 0.00 S) 33 SOUND WALL (MASONRY BLOCK) M2 175.0000 2,552,200.00 1,595.000 279,125.00 12,553.800 2,196,915.00 SF) 34 JOINT SEAL (MR 30 MM) M 210.0000 3,150.00 0.000 0.00 S) 35 JOINT SEAL (MR 50 MM) M 400.0000 2,800.00 0.000 0.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 257,040.00 1,650.000 2,310.00 175,250.000 245,350.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 49,618.80 8,900.000 10,680.00 42,809.000 51,370.80 SF) 38 SHOTCRETE M3 1,500.0000 45,000.00 30.000 45,000.00 F) 39 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 4.6500 5,166.15 0.000 0.00 F) WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.3500 2,610.85 0.000 0.00 SF)WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TRUSS) KG 5.3000 357,755.30 10,067.000 53,355.10 F) 42 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 37,125.55 2,800.000 1,540.00 SF) 43 ROADSIDE SIGN (BARRIER MOUNTED) EA 980.0000 16,660.00 0.000 0.00 44 760 MM CAST-IN-DRILLED-HOLE M 740.0000 25,160.00 15.500 11,470.00 S) CONCRETE PILE (SIGN FOUNDATION) 45 920 MM CAST-IN-DRILLED-HOLE M 900.0000 59,400.00 5.500 4,950.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 ROADSIDE SIGN - ONE POST EA 190.0000 22,800.00 2.000 380.00 9.000 1,710.00 47 ROADSIDE SIGN - TWO POST EA 350.0000 10,150.00 0.000 0.00 48 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,860.00 0.000 0.00 METHOD) 49 INSTALL SIGN PANEL ON EXISTING FRAME M2 28.0000 12,320.00 0.000 0.00 50 PREPARE AND STAIN CONCRETE M2 30.0000 12,360.00 0.000 0.00 F) 51 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 27,500.00 28.000 7,000.00 149.300 37,325.00 52 600 MM ALTERNATIVE PIPE CULVERT M 535.0000 28,355.00 0.000 0.00 53 750 MM ALTERNATIVE PIPE CULVERT M 480.0000 26,880.00 58.000 27,840.00 54 300 MM REINFORCED CONCRETE PIPE M 560.0000 2,240.00 3.900 2,184.00 55 450 MM REINFORCED CONCRETE PIPE M 400.0000 56,000.00 10.200 4,080.00 56 600 MM REINFORCED CONCRETE PIPE M 560.0000 13,440.00 9.300 5,208.00 57 750 MM REINFORCED CONCRETE PIPE M 690.0000 20,010.00 10.000 6,900.00 PROGRAM CAS145 PAGE 7 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 600 MM CORRUGATED STEEL PIPE M 450.0000 585.00 0.000 0.00 (3.51 MM THICK) 59 450 MM CORRUGATED STEEL PIPE M 420.0000 420.00 1.000 420.00 (3.51 MM THICK) 60 150 MM CORRUGATED STEEL PIPE M 125.0000 750.00 0.000 0.00 (3.51 MM THICK) 61 450 MM SLOTTED CORRUGATED STEEL PIPE M 330.0000 26,400.00 3.900 1,287.00 (2.01 MM THICK) 62 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 145.0000 725.00 0.000 0.00 (2.01 MM THICK) 63 300 MM ENTRANCE TAPER EA 950.0000 950.00 0.000 0.00 64 300 MM CORRUGATED STEEL PIPE RISER M 1,600.0000 4,000.00 0.000 0.00 (2.01 MM THICK) 65 450 MM CONCRETE FLARED END SECTION EA 725.0000 725.00 1.000 725.00 66 600 MM CONCRETE FLARED END SECTION EA 775.0000 2,325.00 2.000 1,550.00 67 750 MM CONCRETE FLARED END SECTION EA 950.0000 950.00 1.000 950.00 68 450 MM ALTERNATIVE FLARED END SECTION EA 350.0000 2,100.00 1.000 350.00 8.000 2,800.00 69 600 MM ALTERNATIVE FLARED END SECTION EA 375.0000 375.00 0.000 0.00 70 750 MM ALTERNATIVE FLARED END SECTION EA 580.0000 1,160.00 2.000 1,160.00 71 450 MM PRECAST CONCRETE PIPE INLET M 1,870.0000 2,057.00 0.000 0.00 72 900 MM ALTERNATIVE PIPE INLET M 2,000.0000 2,000.00 1.910 3,820.00 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 140.0000 10,080.00 22.910 3,207.40 22.910 3,207.40 74 SLOPE PAVING (CONCRETE) M3 750.0000 48,000.00 44.000 33,000.00 F) 75 ROCK SLOPE PROTECTION FABRIC M2 10.0000 960.00 0.000 0.00 76 MINOR CONCRETE (MISCELLANEOUS M3 425.0000 22,100.00 25.550 10,858.75 CONSTRUCTION) 77 MINOR CONCRETE (GUTTER) M 150.0000 15,450.00 138.980 20,847.00 138.980 20,847.00 F) 78 MINOR CONCRETE (CURB, SIDEWALK AND M3 475.0000 199,500.00 347.119 164,881.53 CURB RAMP) 79 MISCELLANEOUS IRON AND STEEL KG 3.2500 32,282.25 552.000 1,794.00 1,355.000 4,403.75 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 6,800.00 1.000 40.00 1.000 40.00 S) 81 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 665.00 0.000 0.00 82 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 0.000 0.00 83 HIGHWAY POST MARKER EA 35.0000 350.00 0.000 0.00 84 OBJECT MARKER (TYPE K-1) EA 30.0000 270.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 OBJECT MARKER (TYPE L-1) EA 35.0000 630.00 0.000 0.00 86 METAL BEAM GUARD RAILING M 72.0000 38,160.00 244.230 17,584.56 568.930 40,962.96 S) 87 CHAIN LINK RAILING (TYPE 7) M 120.0000 12,960.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 26) M 300.0000 32,400.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 27) M 225.0000 24,750.00 104.900 23,602.50 104.900 23,602.50 90 CONCRETE HEADLIGHT GLARE SCREEN M 65.0000 15,600.00 0.000 0.00 91 CABLE RAILING M 125.0000 30,000.00 137.000 17,125.00 F) 92 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 0.000 0.00 S) 93 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 1.000 3,000.00 S) 94 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 58,800.00 4.000 8,400.00 11.000 23,100.00 S) 95 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,900.00 5.000 3,500.00 12.000 8,400.00 S) 96 CRASH CUSHION, SAND FILLED EA 6,000.0000 18,000.00 0.000 0.00 S) 97 CRASH CUSHION (TYPE CAT) EA 5,500.0000 11,000.00 0.000 0.00 S) 98 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0.00 S) 99 CRASH CUSHION (REACT 9CBB) EA 48,000.0000 48,000.00 0.000 0.00 S) 00 CONCRETE BARRIER (TYPE 60) M 76.0000 426,360.00 2,916.240 221,634.24 01 CONCRETE BARRIER (TYPE 60C) M 102.0000 158,100.00 449.910 45,890.82 02 CONCRETE BARRIER (TYPE 60D) M 147.0000 115,248.00 358.400 52,684.80 F) 03 CONCRETE BARRIER (TYPE 60E) M 520.0000 275,600.00 234.400 121,888.00 04 CONCRETE BARRIER (TYPE 732) M 200.0000 24,600.00 36.000 7,200.00 F) 05 THERMOPLASTIC PAVEMENT MARKING M2 40.2500 28,175.00 0.000 0.00 S) 06 THERMOPLASTIC TRAFFIC STRIPE M 0.4600 30,728.00 1,678.000 771.88 S) (SPRAYABLE) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 111.80 0.000 0.00 S) 08 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 0.000 0.00 S) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 18,562.50 0.000 0.00 S) 10 THERMOPLASTIC TRAFFIC STRIPE M 2.2500 247.50 0.000 0.00 S) (200 MM DIAMETER WHITE SOLID DOT) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 8,957.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 42,180.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 2,101.60 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 14 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 562.50 0.000 0.00 S) 15 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 43,785.00 754.000 2,375.10 S) 16 SIGNAL AND LIGHTING LS 381,000.0000 381,000.00 0.161 61,341.00 0.777 296,037.00 S) 17 LIGHTING LS 49,000.0000 49,000.00 0.300 14,700.00 S) 18 SIGN ILLUMINATION LS 47,000.0000 47,000.00 0.040 1,880.00 0.840 39,480.00 S) 19 MODIFY SIGN ILLUMINATION LS 52,000.0000 52,000.00 0.150 7,800.00 S) 20 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 16,000.00 0.000 0.00 S) 21 TRAFFIC MONITORING STATION (MODIFY) LS 72,000.0000 72,000.00 0.158 11,376.00 S) 22 RAMP METERING SYSTEM LS 116,000.0000 116,000.00 0.029 3,364.00 0.603 69,948.00 S) 23 WEIGH-IN-MOTION SYSTEM (MODIFY) LS 26,000.0000 26,000.00 0.340 8,840.00 S) 24 WEIGH STATION BYPASS SYSTEM (MODIFY) LS 24,000.0000 24,000.00 0.180 4,320.00 S) 25 MODIFY LIGHTING LS 352,000.0000 352,000.00 0.009 3,168.00 0.634 223,168.00 S) 26 GUARD POST EA 300.0000 2,400.00 2.000 600.00 2.000 600.00 PROGRAM CAS145 PAGE 10 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 08:44 AM ESTIMATE NO. 15 BID OPENING 04/09/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,525,265.69 18,745,302.85 ADJUSTMENT OF COMPENSATION 0.00 532,760.37 EXTRA WORK 931.55 518,651.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,526,197.24 19,796,714.92 27 MOBILIZATION LS 1838,000.0000 1,838,000.00 1.000 1,838,000.00 ORIGINAL CONTRACT AMOUNT 31,814,531.10 TOTAL WORK COMPLETED 1,526,197.24 21,634,714.92 MATERIALS ON HAND ON SITE 35,558.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,295.50 TOTAL 1,526,197.24 21,639,978.08 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 06/06/02 525 07/08/02 06/21/02 09/17/04 278 32 0 0 65% 53% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/03