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 08/23/02 EST. NO.39 TIME 11:34 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 --------------------------------------------------------------------------- 004 2012 12,352.36 E.W. @ L.S.(+) 081302 N 0005 0 2013 -12,070.55 A.C. @ L.S.(-) 081302 N 0006 0 010 0010 444.02 E.W. @ F.A.(+) 050801 Y 0183.0 018 1868 3,867.09 A.C. @ L.S.(+) 080602 N 0001 0 042 0017 34,640.59 A.C. @ U.P.(+) 072402 N 0015 0 0018 2,195.96 080902 N 0016 0 044 5910 290.83 E.W. @ F.A.(+) 071702 Y 0287.0 5911 244.97 071002 Y 0289.0 5913 7,501.50 E.W. @ U.P (+) 081602 N 5913 0 045 0002 16,561.50 E.W. @ U.P (+) 081502 N 0001 0 0003 32,200.00 081502 N 0002 0 0004 10,080.00 081502 N 0003 0 059 5920 2,190.25 E.W. @ F.A.(+) 102501 N 2015 0 5922 3,661.35 102901 N 2017 0 5923 3,068.13 103001 N 2018 0 5924 2,160.46 103101 N 2019 0 5925 1,732.65 110101 N 2020 0 5927 365.77 110601 N 2022 0 5929 632.35 091501 N 2025 0 5932 248.96 092501 N 2028 0 5933 251.00 101701 N 2029 0 5935 529.37 102301 N 2031 0 5936 1,141.47 102401 N 2032 0 5937 155.25 110601 N 2033 0 5938 358.35 100201 N 2034 0 5939 237.26 091901 N 2035 0 5941 538.20 092001 N 3037 0 5942 1,569.81 101501 N 2038 0 5943 997.87 101601 N 2039 0 5944 1,905.94 101601 N 2040 0 5946 166.19 102301 N 2042 0 5947 1,217.47 102401 N 2043 0 5948 684.99 103001 N 2044 0 5953 1,686.60 110101 N 2091 0 5954 167.34 101701 N 2010.2 5955 18.72 091701 N 0290 0 071 0001 980.06 E.W. @ F.A.(+) 061302 N 2082 0 0003 336.49 061102 N 2081 0 0005 325.29 061702 N 2084 0 0006 212.62 061802 N 2085 0 135,848.48 TOTAL THIS ESTIMATE 2,588,370.82 TOTAL PREVIOUS ESTIMATE 2,724,219.30 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 08/23/02 EST. NO.39 TIME 11:34 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 -75,000.00 -75,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISS EEO DIVERSIFIED -10,000.00 39 -10,000.00 -10,000.00 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 17,339.58 -22,660.42 TOTAL DEDUCTIONS -67,660.42 -107,660.42 PROGRAM CAS145 PAGE 1 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 3,000.0000 3,000.00 0.700 2,100.00 002 TEMPORARY FENCE (ENVIRONMENTALLY M 11.5000 9,775.00 1,101.700 12,669.55 SENSITIVE AREAS) 003 450 MM TEMPORARY CULVERT M 225.0000 6,300.00 47.380 10,660.50 004 600 MM TEMPORARY CULVERT M 300.0000 7,500.00 30.000 9,000.00 005 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.750 3,750.00 PLAN 006 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.850 42,500.00 007 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.790 6,320.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 530,000.0000 530,000.00 0.027 14,310.00 0.726 384,780.00 (S) 009 TYPE III BARRICADE EA 85.0000 6,970.00 77.000 6,545.00 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 880.00 28.830 576.60 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 88,550.00 18,050.050 63,175.18 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) M2 80.0000 400.00 4.920 393.60 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 53,100.00 45,985.250 45,985.25 (S) 014 PLASTIC DRUM EA 40.0000 6,400.00 117.000 4,680.00 015 TEMPORARY PAVEMENT MARKER EA 3.4000 1,088.00 185.000 629.00 016 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 350.00 0.000 0.00 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,500.0000 62,500.00 1.000 12,500.00 3.400 42,500.00 018 TEMPORARY RAILING (TYPE K) M 45.0000 294,750.00 8,144.070 366,483.15 019 TEMPORARY RETAINING WALL M2 300.0000 57,000.00 186.000 55,800.00 020 ABANDON CULVERT M 30.0000 3,600.00 64.100 1,923.00 021 ABANDON INLET EA 600.0000 3,600.00 5.000 3,000.00 022 REMOVE ENTRANCE TAPER EA 300.0000 900.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING M 19.0000 17,290.00 823.600 15,648.40 024 REMOVE FLARED END SECTION EA 250.0000 750.00 2.000 500.00 025 REMOVE TRAFFIC STRIPE M 1.5000 22,050.00 4,041.100 6,061.65 026 REMOVE ROADSIDE SIGN EA 60.0000 4,140.00 13.000 780.00 027 REMOVE ROADSIDE SIGN PANEL EA 25.0000 200.00 0.000 0.00 028 REMOVE SIGN PANEL M2 150.0000 4,650.00 0.000 0.00 029 REMOVE BRIDGE MOUNTED SIGN EA 3,000.0000 3,000.00 0.000 0.00 030 REMOVE ASPHALT CONCRETE DIKE M 11.0000 8,360.00 669.000 7,359.00 031 REMOVE CULVERT M 45.0000 6,300.00 164.200 7,389.00 032 REMOVE INLET EA 500.0000 2,500.00 5.000 2,500.00 033 REMOVE DOWNDRAIN M 30.0000 2,070.00 69.000 2,070.00 034 REMOVE CONCRETE PAVEMENT M3 50.0000 32,000.00 20.100 1,005.00 035 REMOVE BASE AND SURFACING M3 16.0000 52,640.00 1,075.420 17,206.72 036 RELOCATE ROADSIDE SIGN EA 110.0000 2,200.00 7.000 770.00 037 400 MM PLASTIC PIPE-LINER M 300.0000 13,500.00 0.000 0.00 038 525 MM PLASTIC PIPE-LINER M 325.0000 55,250.00 0.000 0.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,920.00 0.000 0.00 (S) (45 MM MAXIMUM) 040 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 11,560.00 5,547.640 22,190.56 (S) (75 MM MAXIMUM) 041 REMOVE CONCRETE BARRIER (TYPE 50E) M 25.0000 1,300.00 51.210 1,280.25 042 CAP INLET EA 1,000.0000 2,000.00 1.000 1,000.00 043 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 044 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 0.970 242,500.00 045 ROADWAY EXCAVATION M3 7.9500 3,537,750.00 15,082.260 119,903.97 436,065.700 3,466,722.32 046 STRUCTURE EXCAVATION (BRIDGE) M3 58.0000 64,728.00 1,116.000 64,728.00 (F) 047 STRUCTURE EXCAVATION (TYPE D MODIFIED) M3 48.0000 115,200.00 2,400.000 115,200.00 (F) 048 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 157,896.00 2,322.000 157,896.00 (F) 049 SAND BACKFILL M3 150.0000 3,150.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 87,800.00 2,846.080 56,921.60 051 EROSION CONTROL (TYPE D) HA 4,700.0000 164,500.00 12.400 58,280.00 (S) 052 WATER METER EA 10,000.0000 30,000.00 0.100 1,000.00 (S) 053 BACKFLOW PREVENTER ASSEMBLY EA 2,500.0000 7,500.00 0.000 0.00 (S) 054 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 7,500.00 0.000 0.00 (S) 055 200 MM ALTERNATIVE CONDUIT M 125.0000 30,000.00 13.000 1,625.00 (S) 056 FINISHING ROADWAY LS 75,000.0000 75,000.00 0.000 0.00 057 CLASS 2 AGGREGATE BASE M3 32.0000 1,910,400.00 7,104.220 227,335.04 47,120.100 1,507,843.20 058 LEAN CONCRETE BASE M3 125.0000 392,500.00 -1,728.940 -216,117.50 2,525.230 315,653.75 059 SLURRY SEAL TONN 445.0000 48,950.00 189.320 84,247.40 060 ASPHALT CONCRETE TONN 56.0000 3,908,800.00 1,906.380 106,757.28 23,512.890 1,316,721.84 061 ASPHALT CONCRETE (LEVELING) TONN 58.0000 846,800.00 14,491.980 840,534.84 062 PLACE ASPHALT CONCRETE DIKE (TYPE M) M 4.0000 19,160.00 3,265.070 13,060.28 063 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 15,470.00 871.850 6,102.95 AREA) 064 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 640.00 49.000 196.00 065 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.0000 12,840.00 77.730 310.92 066 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,080.00 623.000 2,492.00 067 RECLAIM ASPHALT CONCRETE M3 18.0000 49,320.00 708.633 12,755.39 068 CONCRETE PAVEMENT M3 124.0000 2,802,400.00 22,617.450 2,804,563.80 069 RAPID SET CONCRETE PAVEMENT M3 210.0000 583,800.00 0.000 0.00 070 SEAL PAVEMENT JOINT M 2.0000 73,400.00 16,892.000 33,784.00 62,583.200 125,166.40 071 CRACK EXISTING CONCRETE PAVEMENT M2 0.3600 9,792.00 28,713.600 10,336.90 072 TEST BORINGS M 150.0000 8,850.00 60.410 9,061.50 073 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 8,480.00 200.000 8,000.00 074 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 20,000.00 20.000 20,000.00 (S) 075 FURNISH STEEL PILING (HP 360 X 132) M 70.0000 84,700.00 1,178.220 82,475.40 076 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 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 415,800.00 344.200 240,940.00 (S) PILING 078 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 1,585,000.00 629.338 1,573,345.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 325.0000 442,325.00 1,361.000 442,325.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 501.0000 2,313,618.00 4,478.000 2,243,478.00 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 7,700.00 21.000 7,350.00 (F) (TYPE EQ) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 350.0000 67,900.00 194.000 67,900.00 (F) (TYPE N) 084 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 185,350.00 370.700 185,350.00 (F) 085 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 277,800.00 10.730 12,876.00 209.490 251,388.00 (F) 086 MINOR CONCRETE (BACKFILL) M3 150.0000 31,500.00 151.540 22,731.00 087 PAVING NOTCH EXTENSION M3 9,000.0000 14,400.00 0.000 0.00 088 PTFE BEARING EA 2,500.0000 15,000.00 6.000 15,000.00 (S) 089 PTFE SPHERICAL BEARINGS EA 4,500.0000 13,500.00 3.000 13,500.00 (S) 090 JOINT SEAL ASSEMBLY (MR 90 MM) M 200.0000 14,000.00 72.800 14,560.00 (S) 091 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 800.0000 20,800.00 0.000 0.00 (S) 092 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 2,300.0000 29,900.00 0.000 0.00 (SF) 093 BAR REINFORCING STEEL (BRIDGE) KG 1.0500 902,422.50 859,450.000 902,422.50 (SF) 094 BAR REINFORCING STEEL (BOX CULVERT) KG 1.3000 50,063.00 38,510.000 50,063.00 (SF) 095 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 956,727.50 516,150.000 954,877.50 (SF)(BRIDGE) 096 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 29,785.00 4,255.000 29,785.00 (SF)WITH WALKWAY) 097 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 17,020.00 2,945.000 11,780.00 (SF)WITH WALKWAY) 098 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 136,254.00 4,790.000 28,740.00 27,499.000 164,994.00 (SF) 099 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 22,709.00 15,691.000 15,691.00 (SF) 100 760 MM CAST-IN-DRILLED-HOLE M 3,500.0000 28,000.00 4.000 14,000.00 (SF)CONCRETE PILE (SIGN FOUNDATION) 101 920 MM CAST-IN-DRILLED-HOLE M 3,800.0000 79,800.00 20.500 77,900.00 (SF)CONCRETE PILE (SIGN FOUNDATION) 102 ROADSIDE SIGN - ONE POST EA 175.0000 10,325.00 23.000 4,025.00 29.000 5,075.00 103 ROADSIDE SIGN - TWO POST EA 625.0000 20,625.00 7.000 4,375.00 9.000 5,625.00 PROGRAM CAS145 PAGE 5 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 65.0000 975.00 0.000 0.00 METHOD) 105 150 MM ALTERNATIVE PIPE CULVERT M 135.0000 1,620.00 11.400 1,539.00 106 200 MM ALTERNATIVE PIPE CULVERT M 175.0000 9,450.00 51.280 8,974.00 107 300 MM ALTERNATIVE PIPE CULVERT M 275.0000 5,500.00 67.300 18,507.50 108 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 82,000.00 310.950 62,190.00 109 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 193,500.00 54.000 12,150.00 929.800 209,205.00 110 100 MM PLASTIC PIPE M 165.0000 660.00 0.000 0.00 111 300 MM REINFORCED CONCRETE PIPE M 110.0000 1,210.00 6.400 704.00 112 450 MM REINFORCED CONCRETE PIPE M 160.0000 15,360.00 96.000 15,360.00 113 1200 MM REINFORCED CONCRETE PIPE M 750.0000 105,000.00 140.000 105,000.00 114 80 MM PLASTIC PIPE M 15.0000 1,275.00 2.300 34.50 112.100 1,681.50 115 80 MM SLOTTED PLASTIC PIPE M 45.0000 6,750.00 11.900 535.50 133.200 5,994.00 116 80 MM PLASTIC PIPE (OUTLET) M 45.0000 3,780.00 29.300 1,318.50 117 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 129,000.00 2,010.990 120,659.40 118 ANCHOR ASSEMBLY EA 175.0000 1,225.00 7.000 1,225.00 119 450 MM ALTERNATIVE PIPE DOWNDRAIN M 110.0000 4,510.00 39.100 4,301.00 120 450 MM ALTERNATIVE FLARED END SECTION EA 375.0000 3,750.00 4.000 1,500.00 121 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 12,600.00 1.000 700.00 16.000 11,200.00 122 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 12,100.00 7.200 7,920.00 123 INSTALL SEWER LINE M 300.0000 69,000.00 269.500 80,850.00 124 INSTALL SEWER PIPE (BRIDGE) M 250.0000 117,750.00 366.000 91,500.00 125 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 45.0000 10,350.00 285.500 12,847.50 126 ROCK SLOPE PROTECTION M3 45.0000 30,600.00 21.700 976.50 1,076.050 48,422.25 (BACKING NO. 1, METHOD B) 127 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 45.0000 36,450.00 27.500 1,237.50 813.700 36,616.50 128 SLOPE PAVING (CONCRETE) M3 900.0000 23,400.00 0.000 0.00 129 ROCK SLOPE PROTECTION FABRIC M2 2.0000 7,760.00 116.800 233.60 3,946.700 7,893.40 130 MINOR CONCRETE (CURB) M3 1,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (ISLAND PAVING) M3 1,000.0000 3,000.00 0.000 0.00 132 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,124.00 85.000 340.00 5,096.000 20,384.00 (SF) 133 MISCELLANEOUS METAL KG 8.0000 4,800.00 270.000 2,160.00 570.000 4,560.00 (SF)(RESTRAINER - CABLE TYPE) 134 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 142,840.00 16,963.000 135,704.00 (SF) 135 FENCE (TYPE WM, METAL POST) M 11.5000 84,525.00 4,766.330 54,812.80 (S) 136 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 129,000.00 854.700 21,367.50 (S) 137 1.2 M WIRE MESH GATE EA 250.0000 250.00 0.000 0.00 (S) 138 4.6 M DOUBLE PIPE GATE EA 3,300.0000 3,300.00 0.000 0.00 (S) 139 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 250.0000 500.00 0.000 0.00 (S) 140 CONCRETE BARRIER DELINEATOR (400 MM) EA 20.0000 120.00 0.000 0.00 (TYPE E) 141 DELINEATOR (CLASS 2) EA 30.0000 9,600.00 210.000 6,300.00 142 UNDERDRAIN MARKER EA 30.0000 570.00 0.000 0.00 143 MARKER (CULVERT) EA 30.0000 1,860.00 0.000 0.00 144 KILOMETER POST MARKER EA 30.0000 570.00 0.000 0.00 145 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 0.000 0.00 146 OBJECT MARKER (TYPE L-1) EA 30.0000 420.00 3.000 90.00 147 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 111,600.00 1,237.780 74,266.80 (S) 148 CHAIN LINK RAILING (TYPE 7) M 104.0000 6,656.00 0.000 0.00 (SF) 149 TUBULAR HANDRAILING M 75.0000 67,950.00 0.000 0.00 (SF) 150 CONCRETE BARRIER (TYPE 25) M 75.0000 79,950.00 978.000 73,350.00 (F) 151 CONCRETE BARRIER (TYPE 25 MODIFIED) M 90.0000 7,110.00 79.000 7,110.00 (F) 152 CABLE ANCHOR ASSEMBLY EA 650.0000 1,950.00 0.000 0.00 (S) 153 CABLE ANCHOR ASSEMBLY EA 500.0000 3,000.00 4.000 2,000.00 (S) (BREAKAWAY, TYPE B) 154 TERMINAL SECTION (TYPE B) EA 200.0000 2,000.00 0.000 0.00 (S) 155 END SECTION EA 125.0000 1,000.00 5.000 625.00 (S) 156 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 29,900.00 6.000 13,800.00 (S) 157 RETURN SECTION EA 125.0000 375.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CRASH CUSHION, SAND FILLED EA 5,000.0000 5,000.00 0.000 0.00 (S) 159 CONCRETE BARRIER (TYPE 60) M 113.0000 197,750.00 1,267.120 143,184.56 160 CONCRETE BARRIER (TYPE 60A MODIFIED) M 400.0000 26,800.00 67.000 26,800.00 (F) 161 CONCRETE BARRIER (TYPE 60C) M 156.0000 160,680.00 835.200 130,291.20 162 CONCRETE BARRIER (TYPE 60E) M 600.0000 31,800.00 52.630 31,578.00 163 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.4200 13,818.00 12,213.000 5,129.46 (S) 164 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 4,181.00 0.000 0.00 (S) (RECESSED, BROKEN 5.18 M - 2.14 M) 165 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.4000 59,496.00 0.000 0.00 (S) (RECESSED) 166 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 30,525.00 5,175.900 19,150.83 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 167 200 MM THERMOPLASTIC TRAFFIC STRIPE M 11.1000 6,327.00 0.000 0.00 (S) (RECESSED, BROKEN 3.66 M - 0.92 M) 168 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.8000 37,888.00 0.000 0.00 (S) (RECESSED) 169 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 13,120.00 0.000 0.00 (S) 170 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.065 13,000.00 0.549 109,800.00 (S) 171 LIGHTING LS 90,000.0000 90,000.00 0.029 2,610.00 0.267 24,030.00 (S) 172 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 0.800 32,000.00 (S) 173 SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.007 70.00 0.182 1,820.00 (S) 174 ROADWAY WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (S) 175 ROADWAY WEATHER INFORMATION SYSTEM LS 10,000.0000 10,000.00 0.073 730.00 (S) ELECTRICAL WORK 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 177 CLEAN BRIDGE DECK M2 6.0000 45,822.00 5,678.000 34,068.00 8,370.000 50,220.00 (F) 178 STRUCTURAL CONCRETE, BRIDGE M3 501.0000 1,206,909.00 2,339.000 1,171,839.00 (F) 179 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 321,300.00 45.000 94,500.00 108.000 226,800.00 180 PLACE POLYESTER CONCRETE OVERLAY M2 47.0000 358,939.00 5,678.000 266,866.00 8,370.000 393,390.00 (F) PROGRAM CAS145 PAGE 8 DATE 08/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 11:34 AM ESTIMATE NO. 39 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 08/20/02 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 08/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 777,970.39 23,776,248.60 ADJUSTMENT OF COMPENSATION 28,633.09 -37,475.40 EXTRA WORK 107,215.39 2,761,694.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 913,818.87 26,500,467.90 181 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 913,818.87 29,700,467.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -67,660.42 -107,660.42 TOTAL 846,158.45 29,592,807.48 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 08/05/99 420 08/06/99 08/10/99 12/19/02 360 397 2 20 87% 81% PROGRESS IS SATISFACTORY PER RE REQUEST BURTON, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/02