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 10/25/04 EST. NO.28 TIME 07:51 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 --------------------------------------------------------------------------- 001 0195 2,713.36 E.W. @ F.A.(+) 060904 N 189 0 0196 2,341.06 061004 N 190 0 0198 315.70 060904 N 189-10 0202 1,118.29 071604 N 195 0 0203 903.33 071904 N 196 0 0204 460.42 071904 N 197 0 0206 4,650.49 072604 N 199 0 0207 1,987.51 073004 N 200 0 004 0007 350.00 E.W. @ L.S.(+) 050504 N 7 0 013 0001 83,132.96 A.C. @ U.P.(+) 101204 N 01 0 079 0013 2,033.83 E.W. @ F.A.(+) 112503 N 13 0 083 0001 17,498.34 E.W. @ F.A.(+) 101303 N 1 0 0002 4,279.71 101403 N 2 0 0003 3,758.68 101503 N 3 0 098 0001 7,078.00 E.W. @ L.S.(+) 091004 N 01 0 099 0001 1,634.45 E.W. @ F.A.(+) 051404 N 01 0 0002 1,825.45 051704 N 02 0 0003 1,370.06 072204 N 03 0 100 0001 619.40 E.W. @ F.A.(+) 041404 N 0092.0 0002 2,280.12 040104 N 1 0 0003 2,681.41 040204 N 2 0 0004 1,934.40 040504 N 3 0 0005 1,548.25 040604 N 4 0 0006 1,371.46 041204 N 5 0 0007 912.43 041304 N 6 0 0008 731.97 041304 N 7 0 0009 1,707.28 041404 N 8 0 0010 1,574.18 041404 N 9 0 0011 1,728.64 041504 N 10 0 0012 1,911.43 041604 N 11 0 0013 1,182.85 041904 N 12 0 0014 1,251.48 042104 N 13 0 0015 1,599.98 042204 N 14 0 0016 2,755.23 052504 N 15 0 0017 1,305.75 052604 N 16 0 0018 2,313.10 052704 N 17 0 0019 1,577.58 060104 N 18 0 0020 526.70 060204 N 19 0 0021 419.33 073004 N 20 0 103 0001 12,838.71 E.W. @ L.S.(+) 091004 N 01 0 104 0001 5,501.94 E.W. @ L.S.(+) 091004 N 01 0 105 0001 3,893.33 E.W. @ F.A.(+) 101303 N 1 0 0002 2,448.83 101403 N 2 0 0003 151.42 101503 N 3 0 0004 282.66 102803 N 4 0 107 0002 2,620.05 E.W. @ F.A.(+) 051904 N 2 0 0003 3,067.66 052004 N 3 0 0004 1,689.99 052104 N 4 0 0005 1,912.25 052604 N 5 0 0006 866.42 060204 N 6 0 0007 1,383.43 060604 N 7 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/25/04 EST. NO.28 TIME 07:51 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 --------------------------------------------------------------------------- 0008 2,400.60 060804 N 8 0 0009 2,744.72 060904 N 9 0 0010 3,881.45 061104 N 10 0 0011 4,145.08 061404 N 11 0 0012 3,137.48 061504 N 12 0 0013 1,009.99 062904 N 13 0 0014 3,281.70 063004 N 14 0 0015 5,388.28 070104 N 15 0 0016 5,255.66 070604 N 16 0 0017 4,351.23 070704 N 17 0 0018 3,363.30 070904 N 18 0 0019 3,052.47 071204 N 19 0 0020 1,511.36 071304 N 20 0 0021 1,511.36 071404 N 21 0 109 0004 221.49 E.W. @ F.A.(+) 072204 N 58 0 111 0002 563.53 E.W. @ F.A.(+) 061804 N 43 0 0003 2,091.63 070804 N 47 0 0005 779.66 061704 N 42 0 0006 3,089.03 070604 N 46 0 0007 1,598.06 061504 N 41 0 0008 781.88 061404 N 40 0 0010 145.04 071904 N 62 0 0017 950.65 072004 N 57 0 114 0001 3,057.69 E.W. @ F.A.(+) 061104 N 01 0 0002 4,492.75 062804 N 02 0 0003 4,335.54 063004 N 03 0 273,182.93 TOTAL THIS ESTIMATE 2,362,395.97 TOTAL PREVIOUS ESTIMATE 2,635,578.90 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 10/25/04 EST. NO.28 TIME 07:51 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 DAMAGED SIGNS -2,200.00 16 OUT OF SPEC CLASS 2 -1,049.85 17 CLASS 2 AB GRADATION -900.00 19 FAILED AB GRADATION -2,928.00 22 COZEEP -11,368.50 23 CLASS 2 AB -570.33 24 COZEEP REDUCTION -6,890.00 24 COZEEP -74,425.00 25 COZEEP USED -30,420.00 26 W74(LT)LOST SIGN PAN -200.00 26 CLASS 2 AB GRADATION -5,262.99 28 -5,262.99 -166,510.17 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 16 MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -10,000.00 19 RECEIVED PAYROLLS 10,000.00 21 MISS PAYROLLS 04/04 -10,000.00 22 REC'D PAYROLLS 10/03 10,000.00 22 REC'D PAYROLLS 01/04 10,000.00 22 PER LTR DATED 05/04 -10,000.00 23 RET DED 04/04,11/03 20,000.00 23 MISS P/RS 06/04,7/04 -20,000.00 25 RED'D PAYROLLS 05/04 10,000.00 25 PER LTR DATED 08/04 -10,000.00 26 REC'D PAYROLLS 6/04 10,000.00 27 0.00 -20,000.00 TOTAL DEDUCTIONS -5,262.99 -186,510.17 PROGRAM CAS145 PAGE 1 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 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 0.750 26,250.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 800,000.00 400.000 800,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 112,800.00 3,566.800 107,004.00 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 0.950 33,250.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750.00 S) 08 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.974 974,000.00 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 3,342.100 12,699.98 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 128.0000 25,600.00 200.000 25,600.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 11,245.00 9,646.900 6,270.49 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 37,750.00 813.000 20,325.00 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 57,480.000 132,204.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 145,000.0000 145,000.00 0.974 141,230.00 S) 18 TEMPORARY RAILING (TYPE K) M 24.0000 979,200.00 38,111.340 914,672.16 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 129,500.00 412.000 144,200.00 S) 22 TEMPORARY CRASH CUSHION MODULE (DETOUR) EA 350.0000 19,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,449.500 154,135.13 S) 24 ABANDON CULVERT EA 300.0000 4,200.00 14.000 4,200.00 25 ABANDON INLET EA 100.0000 900.00 12.000 1,200.00 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 62,610.940 212,877.20 29 REMOVE PAVEMENT MARKING M2 21.0000 1,995.00 58.500 1,228.50 30 REMOVE ROADSIDE SIGN EA 60.0000 4,140.00 71.000 4,260.00 31 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 4.000 16,000.00 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 1,393.100 6,965.50 34 REMOVE CULVERT M 130.0000 15,600.00 107.700 14,001.00 35 REMOVE INLET EA 350.0000 5,600.00 17.000 5,950.00 36 REMOVE CONCRETE PAVEMENT M2 15.0000 13,500.00 134.100 2,011.50 37 REMOVE ASPHALT CONCRETE SURFACING M2 18.0000 35,460.00 1,970.000 35,460.00 38 REMOVE BASE AND SURFACING M3 20.0000 1,600.00 99.700 1,994.00 39 SALVAGE DOUBLE THRIE BEAM BARRIER M 13.0000 36,660.00 2,719.500 35,353.50 40 SALVAGE METAL BEAM GUARD RAILING M 30.0000 31,500.00 1,244.220 37,326.60 41 SALVAGE DOUBLE METAL BEAM BARRIER M 14.0000 20,020.00 1,550.600 21,708.40 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 33.000 2,475.00 44 RECONSTRUCT DOUBLE THRIE BEAM BARRIER M 50.0000 300,000.00 6,037.060 301,853.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 35,400.00 159.970 9,598.20 46 RELOCATE BACKFLOW PREVENTER EA 2,000.0000 4,000.00 4.000 8,000.00 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 96.000 16,800.00 PROGRAM CAS145 PAGE 3 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,400.00 52 ADJUST WATER METER BOX TO GRADE EA 400.0000 400.00 1.000 400.00 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 23.000 16,100.00 55 ADJUST MANHOLE TO GRADE EA 500.0000 2,500.00 2.000 1,000.00 56 ADJUST MONITORING WELL BOX TO GRADE EA 400.0000 800.00 2.000 800.00 57 MODIFY INLET EA 1,900.0000 20,900.00 11.000 20,900.00 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 39,900.00 26,605.580 46,559.77 S) (25 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 57,840.00 5,205.050 62,460.60 S) (30 MM MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,020.00 6,029.300 36,175.80 S) (45 MM MAXIMUM) 61 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 2,600.00 771.020 10,023.26 S) (100 MM MAXIMUM) 62 REMOVE CONCRETE M3 80.0000 30,400.00 386.700 30,936.00 63 REMOVE CONCRETE CURB M 15.0000 2,100.00 132.000 1,980.00 64 REMOVE CONCRETE BARRIER M 10.0000 33,600.00 3,502.000 35,020.00 65 REMOVE HEADLIGHT GLARE SCREEN M 7.0000 15,820.00 2,255.500 15,788.50 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 11.000 13,200.00 68 CAP RISER EA 500.0000 1,000.00 2.000 1,000.00 69 REMOVE CRASH CUSHION EA 500.0000 500.00 1.000 500.00 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 1.000 3,000.00 73 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 1.000 75,000.00 74 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 0.945 46,777.50 75 ROADWAY EXCAVATION M3 23.0000 2,691,000.00 108,698.990 2,500,076.77 76 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,116.000 111,600.00 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 1,038.000 83,040.00 F) 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 250.0000 2,250.00 0.000 0.00 82 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,320.00 733.000 29,320.00 F) 83 SAND BACKFILL M3 200.0000 9,400.00 40.730 8,146.00 84 DITCH EXCAVATION M3 20.0000 20,200.00 862.200 17,244.00 85 HIGHWAY PLANTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) 86 IMPORTED TOPSOIL M3 35.0000 17,150.00 462.000 16,170.00 S) 87 ROOT CONTROL BARRIER M2 23.0000 5,750.00 277.000 6,371.00 S) 88 FIBER (EROSION CONTROL) KG 0.6300 5,991.30 6,180.400 3,893.65 S) 89 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,800.00 4.000 800.00 S) 90 SEED (EROSION CONTROL) KG 100.0000 15,500.00 91.750 9,175.00 S) 91 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 1,001.00 952.300 666.61 S) 92 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 2,008.00 857.060 1,371.30 S) 93 MAINTAIN EXISTING PLANTS LS 1,000.0000 1,000.00 0.060 60.00 0.820 820.00 S) 94 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.160 800.00 0.420 2,100.00 S) 95 MAINTAIN EXISTING IRRIGATION FACILITIES LS 13,000.0000 13,000.00 0.060 780.00 0.820 10,660.00 S) 96 IRRIGATION SYSTEM LS 230,000.0000 230,000.00 0.950 218,500.00 S) 97 WATER METER EA 3,500.0000 7,000.00 2.000 7,000.00 S) 98 200 MM CORRUGATED HIGH DENSITY M 350.0000 66,500.00 182.000 63,700.00 S) POLYETHYLENE PIPE CONDUIT 99 EXTEND 150 MM CONDUIT M 200.0000 12,800.00 34.500 6,900.00 S) 00 CLASS 2 AGGREGATE BASE M3 44.5000 4,494,500.00 2,203.680 98,063.76 89,870.080 3,999,218.56 01 SLURRY SEAL TONN 325.0000 20,475.00 132.000 42,900.00 02 ASPHALT CONCRETE TONN 47.0000 4,079,600.00 98,239.820 4,617,271.54 03 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 72,100.00 1,590.060 111,304.20 PROGRAM CAS145 PAGE 5 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,541.780 109,296.54 MEDIUM GRADING) 05 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 64.0000 370,880.00 2,995.770 191,729.28 06 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 67.0000 1,098,800.00 16,371.020 1,096,858.34 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 243,000.00 11,304.730 203,485.14 AREA) 08 PAVEMENT TEXTURE M2 35.0000 472,500.00 -546.030 -19,111.05 8,154.600 285,411.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.2500 198.00 277.700 624.83 10 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.2500 10,102.50 4,121.400 9,273.15 11 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.2500 787.50 111.100 249.98 12 REPLACE CONCRETE PAVEMENT M3 885.0000 654,900.00 0.000 0.00 13 GRIND EXISTING CONCRETE M3 900.0000 47,700.00 52.170 46,953.00 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 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 4.000 16,000.00 S) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 108,150.00 309.000 108,150.00 F) 20 STRUCTURAL CONCRETE, BRIDGE M3 725.0000 957,725.00 1,327.000 962,075.00 F) 21 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 245,500.00 491.000 245,500.00 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 49.567 42,131.95 F) 24 MINOR CONCRETE (BACKFILL) M3 300.0000 19,500.00 58.620 17,586.00 25 SURFACE TREATMENT M2 85.0000 31,960.00 376.000 31,960.00 F) (CHAIN LINK RIP-OUT) 26 FRACTURED RIB TEXTURE M2 115.0000 22,540.00 511.000 58,765.00 F) 27 DRILL AND BOND DOWEL M 60.0000 7,080.00 120.200 7,212.00 28 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 50,000.00 2.000 50,000.00 S) GIRDER (35 M - 40 M) 29 ERECT PRECAST PRESTRESSED CONCRETE EA 20,000.0000 40,000.00 2.000 40,000.00 S) GIRDER 30 CONCRETE CLOSURE WALL M2 335.0000 64,655.00 193.000 64,655.00 F) PROGRAM CAS145 PAGE 6 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,623.300 2,559,077.50 SF) 34 JOINT SEAL (MR 30 MM) M 210.0000 3,150.00 21.000 4,410.00 S) 35 JOINT SEAL (MR 50 MM) M 400.0000 2,800.00 8.000 3,200.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 257,040.00 183,600.000 257,040.00 SF) 37 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 49,618.80 39,954.000 47,944.80 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 1,111.000 5,166.15 F) WITH WALKWAY) 40 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.3500 2,610.85 1,111.000 2,610.85 SF)WITH WALKWAY) 41 FURNISH SIGN STRUCTURE (TRUSS) KG 5.3000 357,755.30 74,953.000 397,250.90 F) 42 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 37,125.55 74,953.000 41,224.15 SF) 43 ROADSIDE SIGN (BARRIER MOUNTED) EA 980.0000 16,660.00 17.000 16,660.00 44 760 MM CAST-IN-DRILLED-HOLE M 740.0000 25,160.00 33.500 24,790.00 S) CONCRETE PILE (SIGN FOUNDATION) 45 920 MM CAST-IN-DRILLED-HOLE M 900.0000 59,400.00 66.000 59,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 ROADSIDE SIGN - ONE POST EA 190.0000 22,800.00 115.000 21,850.00 47 ROADSIDE SIGN - TWO POST EA 350.0000 10,150.00 29.000 10,150.00 48 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,860.00 36.000 4,860.00 METHOD) 49 INSTALL SIGN PANEL ON EXISTING FRAME M2 28.0000 12,320.00 616.880 17,272.64 50 PREPARE AND STAIN CONCRETE M2 30.0000 12,360.00 412.000 12,360.00 F) 51 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 27,500.00 161.500 40,375.00 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 60.000 28,800.00 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 56,000.00 123.860 49,544.00 56 600 MM REINFORCED CONCRETE PIPE M 560.0000 13,440.00 13.300 7,448.00 57 750 MM REINFORCED CONCRETE PIPE M 690.0000 20,010.00 8.000 5,520.00 PROGRAM CAS145 PAGE 7 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 83.900 27,687.00 (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 1.000 950.00 64 300 MM CORRUGATED STEEL PIPE RISER M 1,600.0000 4,000.00 5.400 8,640.00 (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 9.000 3,150.00 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 72.820 10,194.80 74 SLOPE PAVING (CONCRETE) M3 750.0000 48,000.00 1.000 750.00 64.000 48,000.00 F) 75 ROCK SLOPE PROTECTION FABRIC M2 10.0000 960.00 40.700 407.00 76 MINOR CONCRETE (MISCELLANEOUS M3 425.0000 22,100.00 50.800 21,590.00 CONSTRUCTION) 77 MINOR CONCRETE (GUTTER) M 150.0000 15,450.00 57.000 8,550.00 262.980 39,447.00 F) 78 MINOR CONCRETE (CURB, SIDEWALK AND M3 475.0000 199,500.00 434.159 206,225.53 CURB RAMP) 79 MISCELLANEOUS IRON AND STEEL KG 3.2500 32,282.25 8,688.800 28,238.60 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 6,800.00 79.000 3,160.00 S) 81 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 665.00 26.000 910.00 82 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 117.000 3,510.00 83 HIGHWAY POST MARKER EA 35.0000 350.00 10.000 350.00 84 OBJECT MARKER (TYPE K-1) EA 30.0000 270.00 11.000 330.00 PROGRAM CAS145 PAGE 8 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 630.00 86 METAL BEAM GUARD RAILING M 72.0000 38,160.00 1,036.400 74,620.80 S) 87 CHAIN LINK RAILING (TYPE 7) M 120.0000 12,960.00 108.000 12,960.00 88 CONCRETE BARRIER (TYPE 26) M 300.0000 32,400.00 108.000 32,400.00 F) 89 CONCRETE BARRIER (TYPE 27) M 225.0000 24,750.00 104.900 23,602.50 90 CONCRETE HEADLIGHT GLARE SCREEN M 65.0000 15,600.00 239.640 15,576.60 91 CABLE RAILING M 125.0000 30,000.00 240.000 30,000.00 F) 92 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 5.000 1,000.00 S) 93 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 2.000 6,000.00 S) 94 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 58,800.00 50.000 105,000.00 S) 95 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,900.00 25.000 17,500.00 S) 96 CRASH CUSHION, SAND FILLED EA 6,000.0000 18,000.00 1.000 6,000.00 S) 97 CRASH CUSHION (TYPE CAT) EA 5,500.0000 11,000.00 2.000 11,000.00 S) 98 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 2.000 1,000.00 S) 99 CRASH CUSHION (REACT 9CBB) EA 48,000.0000 48,000.00 1.000 48,000.00 S) 00 CONCRETE BARRIER (TYPE 60) M 76.0000 426,360.00 5,951.340 452,301.84 01 CONCRETE BARRIER (TYPE 60C) M 102.0000 158,100.00 1,703.210 173,727.42 02 CONCRETE BARRIER (TYPE 60D) M 147.0000 115,248.00 404.400 59,446.80 F) 03 CONCRETE BARRIER (TYPE 60E) M 520.0000 275,600.00 694.400 361,088.00 04 CONCRETE BARRIER (TYPE 732) M 200.0000 24,600.00 123.000 24,600.00 F) 05 THERMOPLASTIC PAVEMENT MARKING M2 40.2500 28,175.00 483.040 19,442.36 S) 06 THERMOPLASTIC TRAFFIC STRIPE M 0.4600 30,728.00 59,459.240 27,351.25 S) (SPRAYABLE) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 111.80 3,550.000 4,615.00 S) 08 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 178.000 356.00 S) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 18,562.50 8,666.100 19,498.73 S) 10 THERMOPLASTIC TRAFFIC STRIPE M 2.2500 247.50 81.000 182.25 S) (200 MM DIAMETER WHITE SOLID DOT) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 8,957.00 4,258.260 5,535.74 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 9 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 99,393.130 36,775.46 S) (BROKEN 10.98 M - 3.66 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 2,101.60 5,701.340 2,109.50 S) (BROKEN 5.18 M - 2.14 M) 14 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 562.50 463.000 1,041.75 S) 15 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 43,785.00 13,131.000 41,362.65 S) 16 SIGNAL AND LIGHTING LS 381,000.0000 381,000.00 1.000 381,000.00 S) 17 LIGHTING LS 49,000.0000 49,000.00 1.000 49,000.00 S) 18 SIGN ILLUMINATION LS 47,000.0000 47,000.00 1.000 47,000.00 S) 19 MODIFY SIGN ILLUMINATION LS 52,000.0000 52,000.00 1.000 52,000.00 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 1.000 72,000.00 S) 22 RAMP METERING SYSTEM LS 116,000.0000 116,000.00 1.000 116,000.00 S) 23 WEIGH-IN-MOTION SYSTEM (MODIFY) LS 26,000.0000 26,000.00 1.000 26,000.00 S) 24 WEIGH STATION BYPASS SYSTEM (MODIFY) LS 24,000.0000 24,000.00 1.000 24,000.00 S) 25 MODIFY LIGHTING LS 352,000.0000 352,000.00 1.000 352,000.00 S) 26 GUARD POST EA 300.0000 2,400.00 4.000 1,200.00 PROGRAM CAS145 PAGE 10 DATE 10/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3546U4 TIME 07:51 AM ESTIMATE NO. 28 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 10/20/04 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 10/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 89,892.71 27,591,631.79 ADJUSTMENT OF COMPENSATION 83,132.96 1,442,191.25 EXTRA WORK 190,049.97 1,193,387.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,075.64 30,227,210.69 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 363,075.64 32,065,210.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,262.99 -186,510.17 TOTAL 357,812.65 31,878,700.52 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 02/02/05 453 126 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/04