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 10/14/04 EST. NO.67 TIME 08:29 AM R.E. NAME: BURTON, BOB 03-291004 --------------------------------------------------------------------------- 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 7795 54.38 E.W. @ U.P (+) 081500 N 0074.0 7822 459.36 090402 N 0452.0 7897 376.54 093002 N 548.20 7898 132.80 100102 N 549.20 7899 263.58 100802 N 550.20 7900 248.60 071002 Y 277.10 7901 198.88 071702 Y 282.10 7902 233.44 081400 N 0073.1 7904 377.72 061500 N 7 0 7905 574.01 061400 N 6 0 7906 312.20 061300 N 5 0 006 0023 500.00 E.W. @ F.A.(+) 080303 Y 0622.0 010 0008 2,152.08 E.W. @ F.A.(+) 060800 Y 0132.0 1877 1,318.71 061000 Y 0134.0 014 2924 824.32 E.W. @ F.A.(+) 082800 Y 0152.1 2925 1,020.44 082900 Y 153.10 017 4954 881.97 E.W. @ F.A.(+) 091200 Y 0081.0 7063 1,002.73 091300 Y 0318.0 7064 910.53 091400 Y 0319.0 7065 764.65 091100 Y 0317.0 7067 181.20 091800 Y 0138.1 022 2923 260.13 E.W. @ F.A.(+) 102700 Y 0140.1 042 0011 1,799.35 E.W. @ F.A.(+) 091101 N 2053 0 5895 973.47 092201 Y 0220.0 5906 445.38 091301 N 2055 0 5967 1,112.63 092001 Y 0508.0 5984 287.50 082603 Y 0908.1 5985 415.37 091701 Y 0217.1 5986 2,932.50 090903 Y 660.20 044 5955 2,888.69 E.W. @ F.A.(+) 080103 N 2101 0 5980 67.40 070302 N 0306.1 045 0075 696.47 E.W. @ F.A.(+) 091603 N 0719.0 0076 646.33 091103 N 0720.0 0077 1,791.97 091003 N 0721.0 0078 2,374.55 090903 N 0722.0 0079 2,193.14 090803 N 0723.0 0080 367.00 090403 N 0724.0 0081 73.01 090303 N 0725.0 0082 507.08 082603 N 0726.0 0152 3,076.25 091503 Y 0783.0 0158 627.64 110603 Y 0789.0 0169 719.46 092903 Y 0800.0 0171 2,910.94 093003 Y 0802.0 0250 10,451.46 093003 Y 0905.0 0262 185.73 091203 Y 780.00 0263 17,228.02 090603 N 784.10 0265 33.88 101702 Y 0882.1 0266 154.39 120103 Y 0884.1 0269 1,322.21 090303 N 0765.1 0270 953.93 090503 N 0767.1 055 5982 1,143.50 E.W. @ F.A.(+) 082603 N 0862.0 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 10/14/04 EST. NO.67 TIME 08:29 AM R.E. NAME: BURTON, BOB 03-291004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 5983 1,405.09 090303 N 0863.0 5995 2,374.25 102902 N 015295 5997 118.67 102003 N 0853.1 058 5961 1,518.66 E.W. @ F.A.(+) 072902 N 0525.0 5986 1,400.20 081202 N 0532.1 5996 945.79 090602 N 540.21 5997 797.64 082102 N 015316 5998 3,930.08 092602 N 546.10 5999 1,305.33 082702 N 536.10 059 5980 1,480.13 E.W. @ F.A.(+) 090902 N 0542.1 5983 1,209.40 072302 N 0522.0 5984 2,866.13 072402 N 0523.0 5985 3,428.58 080402 N 0526.0 5986 1,643.21 080602 N 0527.0 5987 3,038.50 080702 N 0528.0 5988 3,226.92 080802 N 0529.0 5996 992.29 080902 N 0530.2 5997 631.77 081203 N 0896.1 080 0004 948.52 E.W. @ F.A.(+) 081302 Y 0510.0 093 0017 5,547.79 E.W. @ F.A.(+) 082103 N 930160 0020 6,686.36 082503 N 930190 0047 9,059.91 091003 N 930450 0052 5,573.25 091103 N 930460 0065 903.48 093003 N 014083 0066 224.25 093003 N 923 0 096 0002 1,633.00 E.W. @ F.A.(+) 100203 N 909 0 098 0001 5,664.50 E.W. @ F.A.(+) 092403 N 0686.0 0007 248.61 100203 Y 0807.0 0014 339.78 100203 Y 693.10 0015 594.66 100103 Y 692.10 0017 3,036.40 092903 Y 0904.1 100 0015 161.55 E.W. @ F.A.(+) 090803 N 0678.0 102 0005 398.51 E.W. @ F.A.(+) 101703 Y 0700.0 0037 2,012.85 101603 N 0701.0 108 0001 25,195.83 A.C. @ L.S.(+) 090804 N 0001 0 171,969.41 TOTAL THIS ESTIMATE 5,905,030.33 TOTAL PREVIOUS ESTIMATE 6,076,999.74 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 10/14/04 EST. NO.67 TIME 08:29 AM R.E. NAME: BURTON, BOB 03-291004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE NOT RECEIVD -9,562.50 02 BASELINE NOT APPRVD -31,170.31 03 RECEEIVED BASELINE 9,562.50 03 BASELINE ACCEPTED 31,170.31 06 LATE MONTHLY CPM -136,344.80 07 CREDIT NO QCQA -7,592.64 08 RCVD MONTHLY CPM 136,344.80 08 CR NO QCQA 7,592.64 10 REMAIN WK TY 60&60OC -11,215.89 10 AR4000 IN LIEU PBA6B -4,508.89 15 CCO APPROVED AR4000 4,508.89 17 PARTL COMPL 60&60 C 10,215.00 26 WINTERIZATION VIOLAT -15,000.00 26 CORRECT WINTERIZATIO 15,000.00 29 LATE CPM 05/02 -35,266.00 34 LATE CPM JUNE 2002 -51,191.90 36 COMP CPM FOR 6/2002 51,191.90 38 COMP CPM FOR 5/2002 35,266.00 38 WK DONE 60/60C BARRI 1,000.89 38 LATE CPM AUG 2002 -75,000.00 39 REC'D LATE CPM 8/02 75,000.00 40 LATE CPM UPDATE11/02 -58,605.41 43 RECEIVED 11/02 CPM 58,605.41 50 REPAIR TDPUD VAULTS -3,000.00 50 ADJ DEDUCT FOR TDPUD 521.62 52 ANT AC ADJ CCOS 9&27 -18,000.00 61 MISSING FHWA 47 -2,500.00 61 RET CCO 9 & 27 ADJ 18,000.00 63 0.00 -4,978.38 EQUAL EMPLOYMENT OPPORTUNITY MISS EEO DIVERSIFIED -10,000.00 39 MISSING CEM 2402(F) -10,000.00 61 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 MISSING PAYROLLS -10,000.00 22 LABOR COMPLIANCE -10,000.00 24 MISSING PAYROLL 6/02 -10,000.00 38 REC'D PAYROLLS EST22 10,000.00 38 LABOR CASE -2,660.42 39 MISS PAYROLLS 7/02 -10,000.00 39 REC P/RS EST19,21,24 30,000.00 39 REC'D PAYROLLS EST22 10,000.00 40 MISSNG PAYROLLS10/02 -10,000.00 43 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/14/04 EST. NO.67 TIME 08:29 AM R.E. NAME: BURTON, BOB 03-291004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR CASE APPROVED 2,660.42 48 REC'D PAYROLLS 7/02 10,000.00 48 MISSING PAYROLLS 03 -10,000.00 60 RECEIVED PAYROLLS 20,000.00 66 0.00 0.00 TOTAL DEDUCTIONS 0.00 -24,978.38 PROGRAM CAS145 PAGE 1 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 LOCATION SEMI-FINAL ESTIMATE 03-NEV-267-0.0/2.8 ------------------- M C M LADD JOINT VENTURE IN NEVADA COUNTY IN TRUCKEE AT P O BOX 620 VARIOUS LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACIM-080 -4(191)E ,ACST-X057(38)E ,P-X057(38)E REALIGN FREEWAY AND STRUCTURES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 3,000.0000 3,000.00 1.000 3,000.00 02 TEMPORARY FENCE (ENVIRONMENTALLY M 11.5000 9,775.00 1,324.100 15,227.15 SENSITIVE AREAS) 03 450 MM TEMPORARY CULVERT M 225.0000 6,300.00 47.380 10,660.50 04 600 MM TEMPORARY CULVERT M 300.0000 7,500.00 30.000 9,000.00 05 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 1.000 5,000.00 PLAN 06 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 07 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 530,000.0000 530,000.00 1.000 530,000.00 S) 09 TYPE III BARRICADE EA 85.0000 6,970.00 77.000 6,545.00 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 880.00 28.830 576.60 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 88,550.00 18,550.050 64,925.18 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 80.0000 400.00 4.920 393.60 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 53,100.00 47,465.000 47,465.00 S) 14 PLASTIC DRUM EA 40.0000 6,400.00 117.000 4,680.00 15 TEMPORARY PAVEMENT MARKER EA 3.4000 1,088.00 185.000 629.00 16 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 350.00 0.000 0.00 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,500.0000 62,500.00 4.000 50,000.00 18 TEMPORARY RAILING (TYPE K) M 45.0000 294,750.00 8,144.070 366,483.15 19 TEMPORARY RETAINING WALL M2 300.0000 57,000.00 186.000 55,800.00 20 ABANDON CULVERT M 30.0000 3,600.00 64.100 1,923.00 21 ABANDON INLET EA 600.0000 3,600.00 5.000 3,000.00 22 REMOVE ENTRANCE TAPER EA 300.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 19.0000 17,290.00 842.200 16,001.80 24 REMOVE FLARED END SECTION EA 250.0000 750.00 8.000 2,000.00 25 REMOVE TRAFFIC STRIPE M 1.5000 22,050.00 4,734.100 7,101.15 26 REMOVE ROADSIDE SIGN EA 60.0000 4,140.00 67.000 4,020.00 27 REMOVE ROADSIDE SIGN PANEL EA 25.0000 200.00 8.000 200.00 28 REMOVE SIGN PANEL M2 150.0000 4,650.00 22.290 3,343.50 29 REMOVE BRIDGE MOUNTED SIGN EA 3,000.0000 3,000.00 1.000 3,000.00 30 REMOVE ASPHALT CONCRETE DIKE M 11.0000 8,360.00 669.000 7,359.00 31 REMOVE CULVERT M 45.0000 6,300.00 242.600 10,917.00 32 REMOVE INLET EA 500.0000 2,500.00 8.000 4,000.00 33 REMOVE DOWNDRAIN M 30.0000 2,070.00 69.000 2,070.00 34 REMOVE CONCRETE PAVEMENT M3 50.0000 32,000.00 20.100 1,005.00 35 REMOVE BASE AND SURFACING M3 16.0000 52,640.00 2,700.620 43,209.92 36 RELOCATE ROADSIDE SIGN EA 110.0000 2,200.00 20.000 2,200.00 37 400 MM PLASTIC PIPE-LINER M 300.0000 13,500.00 12.200 3,660.00 38 525 MM PLASTIC PIPE-LINER M 325.0000 55,250.00 132.000 42,900.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,920.00 1,171.100 4,684.40 S) (45 MM MAXIMUM) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 11,560.00 5,547.640 22,190.56 S) (75 MM MAXIMUM) 41 REMOVE CONCRETE BARRIER (TYPE 50E) M 25.0000 1,300.00 51.210 1,280.25 42 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.00 43 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 44 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 1.000 250,000.00 45 ROADWAY EXCAVATION M3 7.9500 3,537,750.00 488,241.300 3,881,518.34 46 STRUCTURE EXCAVATION (BRIDGE) M3 58.0000 64,728.00 1,116.000 64,728.00 F) 47 STRUCTURE EXCAVATION (TYPE D MODIFIED) M3 48.0000 115,200.00 2,400.000 115,200.00 F) 48 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 157,896.00 2,322.000 157,896.00 F) 49 SAND BACKFILL M3 150.0000 3,150.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 87,800.00 2,846.080 56,921.60 51 EROSION CONTROL (TYPE D) HA 4,700.0000 164,500.00 35.910 168,777.00 S) 52 WATER METER EA 10,000.0000 30,000.00 3.000 30,000.00 S) 53 BACKFLOW PREVENTER ASSEMBLY EA 2,500.0000 7,500.00 3.000 7,500.00 S) 54 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 7,500.00 3.000 7,500.00 S) 55 200 MM ALTERNATIVE CONDUIT M 125.0000 30,000.00 253.000 31,625.00 S) 56 FINISHING ROADWAY LS 75,000.0000 75,000.00 1.000 75,000.00 57 CLASS 2 AGGREGATE BASE M3 32.0000 1,910,400.00 62,031.180 1,984,997.76 58 LEAN CONCRETE BASE M3 125.0000 392,500.00 2,525.230 315,653.75 59 SLURRY SEAL TONN 445.0000 48,950.00 189.320 84,247.40 60 ASPHALT CONCRETE TONN 56.0000 3,908,800.00 -1,638.000 -91,728.00 39,252.670 2,198,149.52 61 ASPHALT CONCRETE (LEVELING) TONN 58.0000 846,800.00 1,638.000 95,004.00 16,129.980 935,538.84 62 PLACE ASPHALT CONCRETE DIKE (TYPE M) M 4.0000 19,160.00 7,224.070 28,896.28 63 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 15,470.00 2,121.850 14,852.95 AREA) 64 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 640.00 101.000 404.00 65 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.0000 12,840.00 870.730 3,482.92 66 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,080.00 890.000 3,560.00 67 RECLAIM ASPHALT CONCRETE M3 18.0000 49,320.00 1,652.353 29,742.35 68 CONCRETE PAVEMENT M3 124.0000 2,802,400.00 22,617.450 2,804,563.80 69 RAPID SET CONCRETE PAVEMENT M3 210.0000 583,800.00 0.000 0.00 70 SEAL PAVEMENT JOINT M 2.0000 73,400.00 56,345.200 112,690.40 71 CRACK EXISTING CONCRETE PAVEMENT M2 0.3600 9,792.00 28,713.600 10,336.90 72 TEST BORINGS M 150.0000 8,850.00 60.410 9,061.50 73 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 8,480.00 200.000 8,000.00 74 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 20,000.00 20.000 20,000.00 S) 75 FURNISH STEEL PILING (HP 360 X 132) M 70.0000 84,700.00 1,178.220 82,475.40 76 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 130,000.00 130.000 130,000.00 S) PROGRAM CAS145 PAGE 4 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 415,800.00 344.200 240,940.00 S) PILING 78 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 1,585,000.00 629.338 1,573,345.00 S) PILING 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 1.000 225,000.00 S) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 442,325.00 1,361.000 442,325.00 F) 81 STRUCTURAL CONCRETE, BRIDGE M3 501.0000 2,313,618.00 4,618.000 2,313,618.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 7,700.00 22.000 7,700.00 F) (TYPE EQ) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 67,900.00 194.000 67,900.00 F) (TYPE N) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 185,350.00 370.700 185,350.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 277,800.00 236.770 284,124.00 F) 86 MINOR CONCRETE (BACKFILL) M3 150.0000 31,500.00 153.640 23,046.00 87 PAVING NOTCH EXTENSION M3 9,000.0000 14,400.00 0.000 0.00 88 PTFE BEARING EA 2,500.0000 15,000.00 6.000 15,000.00 S) 89 PTFE SPHERICAL BEARINGS EA 4,500.0000 13,500.00 3.000 13,500.00 S) 90 JOINT SEAL ASSEMBLY (MR 90 MM) M 200.0000 14,000.00 72.800 14,560.00 S) 91 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 800.0000 20,800.00 24.912 19,929.60 S) 92 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 2,300.0000 29,900.00 13.000 29,900.00 SF) 93 BAR REINFORCING STEEL (BRIDGE) KG 1.0500 902,422.50 859,450.000 902,422.50 SF) 94 BAR REINFORCING STEEL (BOX CULVERT) KG 1.3000 50,063.00 38,510.000 50,063.00 SF) 95 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 956,727.50 517,150.000 956,727.50 SF)(BRIDGE) 96 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 29,785.00 6,775.000 47,425.00 SF)WITH WALKWAY) 97 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 17,020.00 5,515.000 22,060.00 SF)WITH WALKWAY) 98 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 136,254.00 27,499.000 164,994.00 SF) 99 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 22,709.00 27,499.000 27,499.00 SF) 00 760 MM CAST-IN-DRILLED-HOLE M 3,500.0000 28,000.00 8.000 28,000.00 SF)CONCRETE PILE (SIGN FOUNDATION) 01 920 MM CAST-IN-DRILLED-HOLE M 3,800.0000 79,800.00 26.000 98,800.00 SF)CONCRETE PILE (SIGN FOUNDATION) 02 ROADSIDE SIGN - ONE POST EA 175.0000 10,325.00 73.000 12,775.00 03 ROADSIDE SIGN - TWO POST EA 625.0000 20,625.00 36.000 22,500.00 PROGRAM CAS145 PAGE 5 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 65.0000 975.00 15.000 975.00 METHOD) 05 150 MM ALTERNATIVE PIPE CULVERT M 135.0000 1,620.00 11.400 1,539.00 06 200 MM ALTERNATIVE PIPE CULVERT M 175.0000 9,450.00 51.280 8,974.00 07 300 MM ALTERNATIVE PIPE CULVERT M 275.0000 5,500.00 13.400 3,685.00 08 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 82,000.00 450.050 90,010.00 09 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 193,500.00 1,091.770 245,648.25 10 100 MM PLASTIC PIPE M 165.0000 660.00 4.000 660.00 11 300 MM REINFORCED CONCRETE PIPE M 110.0000 1,210.00 8.800 968.00 12 450 MM REINFORCED CONCRETE PIPE M 160.0000 15,360.00 96.000 15,360.00 13 1200 MM REINFORCED CONCRETE PIPE M 750.0000 105,000.00 140.000 105,000.00 14 80 MM PLASTIC PIPE M 15.0000 1,275.00 84.600 1,269.00 15 80 MM SLOTTED PLASTIC PIPE M 45.0000 6,750.00 149.900 6,745.50 16 80 MM PLASTIC PIPE (OUTLET) M 45.0000 3,780.00 76.200 3,429.00 17 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 129,000.00 2,754.990 165,299.40 18 ANCHOR ASSEMBLY EA 175.0000 1,225.00 7.000 1,225.00 19 450 MM ALTERNATIVE PIPE DOWNDRAIN M 110.0000 4,510.00 39.100 4,301.00 20 450 MM ALTERNATIVE FLARED END SECTION EA 375.0000 3,750.00 11.000 4,125.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 12,600.00 22.000 15,400.00 22 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 12,100.00 7.200 7,920.00 23 INSTALL SEWER LINE M 300.0000 69,000.00 277.300 83,190.00 24 INSTALL SEWER PIPE (BRIDGE) M 250.0000 117,750.00 471.000 117,750.00 25 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 45.0000 10,350.00 297.500 13,387.50 26 ROCK SLOPE PROTECTION M3 45.0000 30,600.00 1,128.850 50,798.25 (BACKING NO. 1, METHOD B) 27 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 45.0000 36,450.00 813.700 36,616.50 28 SLOPE PAVING (CONCRETE) M3 900.0000 23,400.00 0.000 0.00 29 ROCK SLOPE PROTECTION FABRIC M2 2.0000 7,760.00 4,158.810 8,317.62 30 MINOR CONCRETE (CURB) M3 1,000.0000 2,000.00 2.200 2,200.00 PROGRAM CAS145 PAGE 6 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (ISLAND PAVING) M3 1,000.0000 3,000.00 3.000 3,000.00 32 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,124.00 7,127.000 28,508.00 SF) 33 MISCELLANEOUS METAL KG 8.0000 4,800.00 600.000 4,800.00 SF)(RESTRAINER - CABLE TYPE) 34 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 142,840.00 17,855.000 142,840.00 SF) 35 FENCE (TYPE WM, METAL POST) M 11.5000 84,525.00 5,005.030 57,557.85 S) 36 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 129,000.00 5,297.770 132,444.25 S) 37 1.2 M WIRE MESH GATE EA 250.0000 250.00 4.000 1,000.00 S) 38 4.6 M DOUBLE PIPE GATE EA 3,300.0000 3,300.00 1.000 3,300.00 S) 39 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 250.0000 500.00 2.000 500.00 S) 40 CONCRETE BARRIER DELINEATOR (400 MM) EA 20.0000 120.00 6.000 120.00 (TYPE E) 41 DELINEATOR (CLASS 2) EA 30.0000 9,600.00 536.000 16,080.00 42 UNDERDRAIN MARKER EA 30.0000 570.00 25.000 750.00 43 MARKER (CULVERT) EA 30.0000 1,860.00 69.000 2,070.00 44 KILOMETER POST MARKER EA 30.0000 570.00 19.000 570.00 45 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 2.000 60.00 46 OBJECT MARKER (TYPE L-1) EA 30.0000 420.00 14.000 420.00 47 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 111,600.00 1,575.900 94,554.00 S) 48 CHAIN LINK RAILING (TYPE 7) M 104.0000 6,656.00 64.000 6,656.00 SF) 49 TUBULAR HANDRAILING M 75.0000 67,950.00 906.000 67,950.00 SF) 50 CONCRETE BARRIER (TYPE 25) M 75.0000 79,950.00 1,066.000 79,950.00 F) 51 CONCRETE BARRIER (TYPE 25 MODIFIED) M 90.0000 7,110.00 79.000 7,110.00 F) 52 CABLE ANCHOR ASSEMBLY EA 650.0000 1,950.00 0.000 0.00 S) 53 CABLE ANCHOR ASSEMBLY EA 500.0000 3,000.00 5.000 2,500.00 S) (BREAKAWAY, TYPE B) 54 TERMINAL SECTION (TYPE B) EA 200.0000 2,000.00 6.000 1,200.00 S) 55 END SECTION EA 125.0000 1,000.00 5.000 625.00 S) 56 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 29,900.00 19.000 43,700.00 S) 57 RETURN SECTION EA 125.0000 375.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 0.000 0.00 S) 59 CONCRETE BARRIER (TYPE 60) M 113.0000 197,750.00 1,267.120 143,184.56 60 CONCRETE BARRIER (TYPE 60A MODIFIED) M 400.0000 26,800.00 67.000 26,800.00 F) 61 CONCRETE BARRIER (TYPE 60C) M 156.0000 160,680.00 785.200 122,491.20 62 CONCRETE BARRIER (TYPE 60E) M 600.0000 31,800.00 52.630 31,578.00 63 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.4200 13,818.00 54,070.000 22,709.40 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 4,181.00 1,315.000 4,865.50 S) (RECESSED, BROKEN 5.18 M - 2.14 M) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.4000 59,496.00 9,936.000 73,526.40 S) (RECESSED) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 30,525.00 6,135.900 22,702.83 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 67 200 MM THERMOPLASTIC TRAFFIC STRIPE M 11.1000 6,327.00 772.000 8,569.20 S) (RECESSED, BROKEN 3.66 M - 0.92 M) 68 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.8000 37,888.00 2,237.000 33,107.60 S) (RECESSED) 69 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 13,120.00 524.320 16,778.24 S) 70 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) 71 LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) 72 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 73 SIGN ILLUMINATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) 74 ROADWAY WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 75 ROADWAY WEATHER INFORMATION SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) ELECTRICAL WORK 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 77 CLEAN BRIDGE DECK M2 6.0000 45,822.00 8,370.000 50,220.00 F) 78 STRUCTURAL CONCRETE, BRIDGE M3 501.0000 1,206,909.00 2,409.000 1,206,909.00 F) 79 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 321,300.00 202.290 424,809.00 80 PLACE POLYESTER CONCRETE OVERLAY M2 47.0000 358,939.00 8,370.000 393,390.00 F) PROGRAM CAS145 PAGE 8 DATE 10/14/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 08:29 AM ESTIMATE NO. 67 BID OPENING 07/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 10/14/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,276.00 27,493,973.12 ADJUSTMENT OF COMPENSATION 25,195.83 579,470.93 EXTRA WORK 146,773.58 5,497,528.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,245.41 33,570,972.86 81 MOBILIZATION LS 3200,000.0000 3,200,000.00 1.000 3,200,000.00 ORIGINAL CONTRACT AMOUNT 32,543,033.00 TOTAL WORK COMPLETED 175,245.41 36,770,972.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -24,978.38 TOTAL 175,245.41 36,745,994.48 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/05/99 420 08/06/99 08/10/99 11/20/03 504 563 93 20 100% 100% BURTON, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 10/14/04