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 09/25/03 EST. NO.56 TIME 01:33 PM 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 --------------------------------------------------------------------------- 037 0001 4,799.76 E.W. @ L.S.(+) 092303 N 0001 0 042 5969 312,393.63 E.W. @ U.P (+) 090403 N 5970 0 5970 72,761.60 090403 N 5969 0 5971 157,702.90 A.C. @ L.S.(+) 090403 N 5971 0 5972 5,687.40 A.C. @ U.P.(+) 082003 N 5972 0 5973 574.08 091503 N 5973 0 044 5934 490.94 E.W. @ F.A.(+) 062303 N 2084 0 5935 96.98 062403 N 2085 0 5936 85.10 062603 N 2086 0 5953 329.57 070703 N 2100 0 5954 3,772.80 E.W. @ U.P (+) 082003 N 5954 0 045 0032 662.91 E.W. @ F.A.(+) 062803 N 21-461 0033 3,142.09 063003 N 21-462 0034 5,502.10 070103 N 21-463 0035 5,400.18 070203 N 21-464 0039 282.60 070903 N 21-468 0040 330.45 071003 N 21-469 0041 2,028.76 071103 N 21-470 0042 49.99 071203 N 21-471 0043 1,762.29 071403 N 21-472 0045 1,263.88 071603 N 21-474 0046 875.06 070803 N 21-467 0049 2,742.62 072303 N 21-477 0052 3,416.80 072903 N 21.480 0056 37,490.43 E.W. @ L.S.(+) 091203 N 000560 088 0007 524.87 E.W. @ F.A.(+) 071803 N 2892 0 0008 1,008.64 071803 N 2893 0 0009 423.90 071503 N 2894 0 091 0004 607.51 E.W. @ F.A.(+) 021003 N 2093 0 0007 263.69 021303 N 2096 0 0016 675.73 030303 N 3005 0 0034 616.08 041103 N 3020A0 0035 616.08 041003 N 3021A0 0036 616.08 040903 N 3022A0 0037 616.08 040803 N 3023A0 0038 616.08 040703 N 3024A0 0039 616.08 040103 N 3019A0 0040 623.86 033103 N 3018A0 0042 710.86 031303 N 3012A0 0043 636.56 031203 N 3011A0 0044 682.62 030603 N 3008A0 633,499.64 TOTAL THIS ESTIMATE 3,480,086.45 TOTAL PREVIOUS ESTIMATE 4,113,586.09 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 09/25/03 EST. NO.56 TIME 01:33 PM 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 0.00 -2,478.38 EQUAL EMPLOYMENT OPPORTUNITY MISS EEO DIVERSIFIED -10,000.00 39 0.00 -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 REC'D PAYROLLS EST22 10,000.00 40 MISSNG PAYROLLS10/02 -10,000.00 43 LABOR CASE APPROVED 2,660.42 48 REC'D PAYROLLS 7/02 10,000.00 48 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -22,478.38 PROGRAM CAS145 PAGE 1 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 LOCATION RERUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 3,000.0000 3,000.00 0.750 2,250.00 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 0.750 3,750.00 PLAN 06 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.030 1,500.00 0.890 44,500.00 07 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.900 7,200.00 S) 08 TRAFFIC CONTROL SYSTEM LS 530,000.0000 530,000.00 0.010 5,300.00 0.974 516,220.00 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 88,550.00 250.000 875.00 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 45,985.250 45,985.25 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,290.00 823.200 15,640.80 24 REMOVE FLARED END SECTION EA 250.0000 750.00 3.000 750.00 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 28.000 1,680.00 27 REMOVE ROADSIDE SIGN PANEL EA 25.0000 200.00 8.000 200.00 28 REMOVE SIGN PANEL M2 150.0000 4,650.00 0.000 0.00 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 6,300.00 240.600 10,827.00 32 REMOVE INLET EA 500.0000 2,500.00 7.200 3,600.00 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 7.000 770.00 37 400 MM PLASTIC PIPE-LINER M 300.0000 13,500.00 12.200 3,660.00 12.200 3,660.00 38 525 MM PLASTIC PIPE-LINER M 325.0000 55,250.00 87.500 28,437.50 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 0.970 242,500.00 45 ROADWAY EXCAVATION M3 7.9500 3,537,750.00 110.560 878.95 488,241.300 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 23,500.00 23.630 111,061.00 S) 52 WATER METER EA 10,000.0000 30,000.00 2.500 25,000.00 S) 53 BACKFLOW PREVENTER ASSEMBLY EA 2,500.0000 7,500.00 0.000 0.00 S) 54 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,500.0000 7,500.00 0.000 0.00 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 0.000 0.00 57 CLASS 2 AGGREGATE BASE M3 32.0000 1,910,400.00 3,250.750 104,024.00 61,860.180 1,979,525.76 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 2,146.280 120,191.68 42,162.240 2,361,085.44 61 ASPHALT CONCRETE (LEVELING) TONN 58.0000 846,800.00 14,491.980 840,534.84 62 PLACE ASPHALT CONCRETE DIKE (TYPE M) M 4.0000 19,160.00 6,612.070 26,448.28 63 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.0000 15,470.00 871.850 6,102.95 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 12,840.00 552.730 2,210.92 66 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,080.00 836.000 3,344.00 67 RECLAIM ASPHALT CONCRETE M3 18.0000 49,320.00 1,020.833 18,374.99 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 2,208.000 4,416.00 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,358.000 441,350.00 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 3.380 4,056.00 228.150 273,780.00 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 12.456 28,648.80 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 4,255.000 29,785.00 SF)WITH WALKWAY) 97 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 17,020.00 4,255.000 17,020.00 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 64.000 11,200.00 03 ROADSIDE SIGN - TWO POST EA 625.0000 20,625.00 28.000 17,500.00 PROGRAM CAS145 PAGE 5 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 650.00 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 73.400 20,185.00 08 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 82,000.00 426.050 85,210.00 09 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 193,500.00 1,064.070 239,415.75 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 1.600 176.00 8.000 880.00 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 1,275.00 112.100 1,681.50 15 80 MM SLOTTED PLASTIC PIPE M 45.0000 6,750.00 133.200 5,994.00 16 80 MM PLASTIC PIPE (OUTLET) M 45.0000 3,780.00 29.300 1,318.50 17 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 129,000.00 2,452.990 147,179.40 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 10.000 3,750.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 12,600.00 1.000 700.00 20.000 14,000.00 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 7.800 2,340.00 277.300 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 10,350.00 290.900 13,090.50 26 ROCK SLOPE PROTECTION M3 45.0000 30,600.00 1,124.350 50,595.75 (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 4,109.800 8,219.60 30 MINOR CONCRETE (CURB) M3 1,000.0000 2,000.00 2.200 2,200.00 PROGRAM CAS145 PAGE 6 DATE 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,124.00 148.000 592.00 6,431.000 25,724.00 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 4,909.770 122,744.25 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 1.000 250.00 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 9,600.00 443.000 13,290.00 42 UNDERDRAIN MARKER EA 30.0000 570.00 22.000 660.00 43 MARKER (CULVERT) EA 30.0000 1,860.00 54.000 1,620.00 44 KILOMETER POST MARKER EA 30.0000 570.00 0.000 0.00 45 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 0.000 0.00 46 OBJECT MARKER (TYPE L-1) EA 30.0000 420.00 3.000 90.00 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 3.000 600.00 S) 55 END SECTION EA 125.0000 1,000.00 7.000 875.00 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 160,680.00 835.200 130,291.20 62 CONCRETE BARRIER (TYPE 60E) M 600.0000 31,800.00 52.630 31,578.00 63 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.4200 13,818.00 811.000 340.62 42,713.000 17,939.46 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 4,181.00 1,171.000 4,332.70 S) (RECESSED, BROKEN 5.18 M - 2.14 M) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.4000 59,496.00 7,972.000 58,992.80 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 1,889.000 27,957.20 S) (RECESSED) 69 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 13,120.00 4.890 156.48 479.550 15,345.60 S) 70 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.020 4,000.00 0.969 193,800.00 S) 71 LIGHTING LS 90,000.0000 90,000.00 0.050 4,500.00 0.796 71,640.00 S) 72 LIGHTING (BRIDGE) LS 40,000.0000 40,000.00 0.950 38,000.00 S) 73 SIGN ILLUMINATION LS 10,000.0000 10,000.00 0.070 700.00 0.850 8,500.00 S) 74 ROADWAY WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 S) 75 ROADWAY WEATHER INFORMATION SYSTEM LS 10,000.0000 10,000.00 0.300 3,000.00 0.760 7,600.00 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 09/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-291004 TIME 01:33 PM ESTIMATE NO. 56 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 09/19/03 R.E. NAME: BURTON, BOB DATE OF THIS ESTIMATE 09/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 284,906.73 27,158,760.83 ADJUSTMENT OF COMPENSATION 163,964.38 14,131.48 EXTRA WORK 469,535.26 4,099,454.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 918,406.37 31,272,346.92 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 918,406.37 34,472,346.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,478.38 TOTAL 918,406.37 34,449,868.54 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 10/15/03 470 555 28 20 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST BURTON, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/03