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 10/22/02 EST. NO.15 TIME 09:25 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 0240-1 -616.93 E.W. @ F.A.(+) 090602 N 723 0 DAO CORRECTING ENTRY 0240-2 629.85 090602 N 723 0 DAO CORRECTING ENTRY 0245-1 -1,780.74 090902 N 726 0 DAO CORRECTING ENTRY 0245-2 1,797.02 090902 N 726 0 DAO CORRECTING ENTRY 0248 95.85 090402 Y R101 0 0249 48.71 090902 Y R100 0 0250 48.71 091002 Y R099 0 0251 40.90 091102 Y R098 0 0252 61.36 091202 Y R097 0 0253 1,330.74 091002 N 736 0 0254 1,281.12 091302 N 737 0 0255 119.07 091402 N 731 0 0256 1,160.92 091602 N 739 0 0257 414.42 091602 N 740 0 0258 221.74 091702 N 741 0 0259 951.33 091702 N 742 0 0260 951.33 091802 N 743 0 0261 241.14 091802 N 744 0 0262 951.33 091902 N 746 0 0263 921.01 092002 N 747 0 0264 255.73 092102 N 748 0 0265 960.91 091502 N 738 0 0266 1,121.75 092302 N 749 0 0267 933.99 092402 N 751 0 0268 712.98 092502 N 753 0 0269 758.22 092602 N 754 0 0270 698.02 092702 N 763 0 0271 355.97 091002 N 773 0 0272 171.84 091102 N 774 0 0273 588.12 091202 N 775 0 0274 500.17 091602 N 776 0 0275 546.82 091702 N 777 0 0276 457.90 091802 N 778 0 0277 686.85 091902 N 779 0 0278 912.31 092202 N 780 0 0279 690.59 092302 N 781 0 0280 739.69 092402 N 782 0 0281 816.70 092502 N 783 0 0282 759.98 092602 N 784 0 0283 458.81 093002 N 765 0 0284 845.19 093002 N 764 0 0285 712.98 100102 N 767 0 0286 953.05 100202 N 768 0 0287 774.45 100302 N 771 0 0288 713.24 100402 N 786.00 0289 1,398.78 100702 N 790.00 0290 1,470.45 100802 N 791.00 0291 1,426.24 100902 N 797.00 0292 792.60 101002 N 798.00 003 0008 918.40 E.W. @ U.P (+) 090102 N 766 0 006 0001 2,249.49 E.W. @ F.A.(+) 091002 N 727 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 10/22/02 EST. NO.15 TIME 09:25 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 587.96 052902 N 517.00 007 0001 522.24 A.C. @ L.S.(+) 102102 N 7.1 0 009 0014 33,891.21 E.W. @ F.A.(+) 042402 N 557 0 0015 21,537.32 042502 N 558 0 017 0001 8,500.00 A.C. @ L.S.(+) 102102 N 17.1 0 022 0025 5,500.00 E.W. @ L.S.(+) 102102 N 22.5 0 027 0001 952.30 A.C. @ L.S.(+) 102102 N 27.1 0 028 0042 2,315.48 E.W. @ F.A.(+) 102102 N P1 0 033 0014 2,171.55 E.W. @ F.A.(+) 051502 N 478.00 034 0007 1,157.74 E.W. @ U.P (+) 102102 N 34.1 0 0008 1,287.00 101902 N 807.00 036 0001 18,525.00 E.W. @ L.S.(+) 061402 N 576.00 131,198.90 TOTAL THIS ESTIMATE 1,839,430.61 TOTAL PREVIOUS ESTIMATE 1,970,629.51 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 10/22/02 EST. NO.15 TIME 09:25 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 0.00 -306.90 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 02 MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 20,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 -306.90 PROGRAM CAS145 PAGE 1 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 LOCATION PROGRESS ESTIMATE 10-TUO-108-R1.8/4.6 ----------------- GOODFELLOW HARRIS JOINT IN TUOLUMNE COUNTY NEAR SONORA FROM VENTURE 0.3 KM WEST OF SANGUINETTI OVERHEAD P O BOX 598 TO 0.5 KM EAST OF STANDARD ROAD WENATCHEE WA 98807 FED. AID NO. ACST-P108(37)E ,P-P108(37)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.600 12,000.00 002 TIME-RELATED OVERHEAD WDAY 1,700.0000 816,000.00 19.000 32,300.00 209.000 355,300.00 003 TEMPORARY ENVIRONMENTAL FENCE M 20.0000 6,400.00 6,855.320 137,106.40 004 TEMPORARY CULVERT M 200.0000 14,800.00 0.000 0.00 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.060 9,000.00 0.760 114,000.00 007 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.400 10,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.030 4,500.00 0.580 87,000.00 (S) 009 TYPE III BARRICADE EA 200.0000 15,600.00 6.000 1,200.00 62.000 12,400.00 (S) 010 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 6,763.500 54,108.00 16,353.500 130,828.00 (S) 011 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 61.930 8,979.85 85.790 12,439.55 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 46.000 1,610.00 (S) 013 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 257.000 1,285.00 736.000 3,680.00 (S) 014 TEMPORARY SIGNAL SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (S) 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.030 1,500.00 0.580 29,000.00 (S) 016 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 1,506.600 75,330.00 017 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 154.000 66,220.00 (S) 018 ABANDON CULVERT EA 2,500.0000 45,000.00 13.000 32,500.00 31.000 77,500.00 019 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 2.000 14,000.00 020 REMOVE FENCE M 4.5000 46,800.00 52.000 234.00 10,318.890 46,435.01 021 REMOVE TRAFFIC STRIPE M 2.5000 14,725.00 4,173.000 10,432.50 (S) 022 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 45.220 994.84 (S) PROGRAM CAS145 PAGE 2 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 5.0000 455.00 889.000 4,445.00 (S) 024 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 1.000 150.00 13.000 1,950.00 025 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 0.000 0.00 026 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 25.000 375.00 027 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 1.000 500.00 028 REMOVE INLET EA 500.0000 2,500.00 1.000 500.00 6.000 3,000.00 029 REMOVE DOWNDRAIN EA 500.0000 6,500.00 6.000 3,000.00 030 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 50,400.00 0.000 0.00 031 RESET ROADSIDE SIGN EA 100.0000 1,600.00 5.000 500.00 032 RELOCATE MAILBOX EA 150.0000 1,350.00 12.000 1,800.00 12.000 1,800.00 033 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 1.000 125.00 3.000 375.00 034 ADJUST LOOP DETECTOR HANDHOLE TO GRADE EA 300.0000 2,100.00 0.000 0.00 035 MODIFY INLET EA 1,700.0000 1,700.00 0.000 0.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 32.0000 173,440.00 0.000 0.00 (S) 037 REMOVE CONCRETE M3 100.0000 2,300.00 6.000 600.00 038 CLEAN BRIDGE DECK M2 4.0000 3,388.00 0.000 0.00 039 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000.00 040 CLEARING AND GRUBBING LS 360,000.0000 360,000.00 0.950 342,000.00 041 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.010 450.00 0.709 31,905.00 042 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 85,000.000 518,500.00 895,500.000 5,462,550.00 043 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 630.000 18,900.00 2,166.000 64,980.00 (F) 044 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 410,000.00 1,640.000 410,000.00 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 6,750.00 457.000 6,855.00 046 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 157,625.00 203.600 13,234.00 458.400 29,796.00 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 48,600.00 810.000 48,600.00 048 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 5,840.00 145.300 11,624.00 WALL) 049 DITCH EXCAVATION M3 7.5000 153,750.00 4,257.000 31,927.50 9,533.130 71,498.48 PROGRAM CAS145 PAGE 3 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED BORROW M3 12.0000 2,664,000.00 0.000 0.00 051 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 11,250.00 0.000 0.00 052 HIGHWAY PLANTING LS 175,000.0000 175,000.00 0.028 4,900.00 (S) 053 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0.00 054 DUFF HA 4,000.0000 220,000.00 0.691 2,764.00 (S) 055 STRAW (EROSION CONTROL) TONN 385.0000 53,900.00 78.200 30,107.00 85.500 32,917.50 (S) 056 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 8,004.000 3,201.60 10,275.590 4,110.24 (S) 057 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 25,445.000 7,633.50 31,011.400 9,303.42 (S) 058 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 (S) 059 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 168.680 11,976.28 206.492 14,660.93 (S) 060 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 2,540.000 1,778.00 3,174.920 2,222.44 (S) 061 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 997.900 997.90 1,632.820 1,632.82 (S) 062 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0.00 (S) 063 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.000 0.00 (S) 064 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 0.000 0.00 (S) 065 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 0.000 0.00 (S) 066 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 0.000 0.00 (S) 067 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 0.000 0.00 (S) 068 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 0.000 0.00 (S) 069 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 0.000 0.00 (S) 070 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 0.000 0.00 (S) 071 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 072 CLASS 2 AGGREGATE BASE M3 55.0000 2,354,000.00 3,617.890 198,983.95 14,969.780 823,337.90 073 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 0.000 0.00 074 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 0.000 0.00 075 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 4,907.260 318,971.90 15,614.253 1,014,926.45 076 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 42,750.00 20.324 508.10 AREA) 078 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 55.000 220.00 55.000 220.00 079 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 56.000 224.00 104.000 416.00 080 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 1,277.000 5,108.00 1,935.800 7,743.20 081 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 85.000 340.00 130.000 520.00 082 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 5.480 1,698.80 13.552 4,201.12 083 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 21,285.00 379.600 20,878.00 084 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 75,600.00 42.000 75,600.00 (S) 085 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 314.0000 669,134.00 72.760 22,846.64 186.850 58,670.90 (S) PILING 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.115 36,800.00 (S) 087 TIEDOWN ANCHOR EA 3,200.0000 51,200.00 16.000 51,200.00 (S) 088 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 399,300.00 50.500 15,150.00 405.000 121,500.00 (F) 089 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 344.800 196,536.00 939.500 535,515.00 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 148,050.00 329.000 148,050.00 (F) 091 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 8,000.00 10.000 8,000.00 10.000 8,000.00 (F) (TYPE EQ) 092 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 64.000 51,200.00 64.000 51,200.00 (F) (TYPE N) 093 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 92.650 20,846.25 (F) 094 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 190,800.00 91.500 109,800.00 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 100,800.00 3.450 4,140.00 30.481 36,577.20 (F) 096 DRILL AND BOND DOWEL M 150.0000 1,050.00 7.000 1,050.00 097 CLEAN EXPANSION JOINT M 100.0000 4,700.00 0.000 0.00 098 PTFE BEARING EA 4,500.0000 27,000.00 6.000 27,000.00 6.000 27,000.00 (S) 099 JOINT SEAL (TYPE AL) M 150.0000 1,350.00 0.000 0.00 (S) 100 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 0.000 0.00 (S) 101 JOINT SEAL (MR 15 MM) M 110.0000 5,170.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 28,600.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 40,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL (MR 40 MM) M 170.0000 2,890.00 0.000 0.00 (S) 105 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 0.000 0.00 (S) 106 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 52,535.000 73,549.00 186,649.000 261,308.60 (SF) 107 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,102.00 14,551.000 29,102.00 (SF) 108 TREAT BRIDGE DECK M2 4.0000 3,388.00 0.000 0.00 (F) 109 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 0.000 0.00 110 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 4.000 760.00 17.000 3,230.00 111 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 0.000 0.00 112 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 0.000 0.00 METHOD) 113 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 0.000 0.00 EXISTING POST 114 INSTALL ROADSIDE SIGN EA 1,600.0000 12,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 115 2250 MM ALTERNATIVE PIPE CULVERT M 1,800.0000 16,200.00 9.100 16,380.00 (S) 116 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 9,450.00 0.000 0.00 117 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 16,380.00 102.600 21,546.00 118 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 34.600 8,304.00 651.160 156,278.40 119 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 92.300 25,844.00 1,162.400 325,472.00 120 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 121 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 12.200 4,026.00 280.700 92,631.00 122 1050 MM ALTERNATIVE PIPE CULVERT M 750.0000 11,250.00 14.930 11,197.50 123 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 69,600.00 125.860 100,688.00 124 1350 MM ALTERNATIVE PIPE CULVERT M 900.0000 29,700.00 39.000 35,100.00 125 1800 MM ALTERNATIVE PIPE CULVERT M 1,350.0000 202,500.00 150.700 203,445.00 (TYPE A) 126 1800 MM ALTERNATIVE PIPE CULVERT M 900.0000 27,900.00 0.000 0.00 (TYPE B) 127 2100 MM ALTERNATIVE PIPE CULVERT M 950.0000 180,500.00 200.000 190,000.00 128 2400 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 84,000.00 0.000 0.00 129 200 MM CORRUGATED STEEL PIPE M 150.0000 78,000.00 146.900 22,035.00 195.500 29,325.00 (1.63 MM THICK) 130 300 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 4,500.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 150 MM NON-PERFORMATED STEEL PIPE M 120.0000 2,160.00 24.000 2,880.00 UNDERDRAIN 132 100 MM NON-PERFORATED PLASTIC PIPE M 105.0000 2,625.00 0.000 0.00 UNDERDRAIN 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 174,800.00 0.000 0.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 0.000 0.00 135 ROCK DRAIN EA 5,300.0000 5,300.00 0.000 0.00 136 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 380.700 57,105.00 480.700 72,105.00 137 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 95.600 17,208.00 421.300 75,834.00 138 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 50.400 10,080.00 80.400 16,080.00 139 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 13.600 5,100.00 (2.01 MM THICK) 140 2100 MM ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000.00 141 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 14,840.00 5.000 1,400.00 28.000 7,840.00 142 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 1.000 300.00 37.000 11,100.00 143 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 3.000 1,050.00 25.000 8,750.00 144 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,000.00 3.000 1,500.00 145 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 1.000 600.00 11.000 6,600.00 146 1050 MM ALTERNATIVE FLARED END SECTION EA 900.0000 3,600.00 2.000 1,800.00 147 1200 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 148 1350 MM ALTERNATIVE FLARED END SECTION EA 1,350.0000 2,700.00 2.000 2,700.00 149 1800 MM ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 150 900 MM ALTERNATIVE PIPE INLET M 1,800.0000 106,200.00 4.200 7,560.00 38.550 69,390.00 151 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 792.000 23,760.00 3,535.140 106,054.20 152 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 0.000 0.00 (F) 153 ROCK SLOPE PROTECTION FABRIC M2 2.0000 49,200.00 3,333.000 6,666.00 12,097.900 24,195.80 154 MINOR CONCRETE (CURB AND SIDEWALK) M3 800.0000 46,400.00 1.200 960.00 155 MINOR CONCRETE (GUTTER) M3 300.0000 2,100.00 6.600 1,980.00 156 MISCELLANEOUS IRON AND STEEL KG 2.0000 36,336.00 788.000 1,576.00 6,038.000 12,076.00 (SF) 157 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 7 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 WELL DEVELOPMENT LS 3,500.0000 3,500.00 0.000 0.00 159 TESTING WELL HR 330.0000 2,640.00 0.000 0.00 160 DRILLING AND ENCASING WELL M 400.0000 18,400.00 137.200 54,880.00 137.200 54,880.00 161 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 0.100 570.00 0.100 570.00 162 FENCE (TYPE WM, METAL POST) M 16.0000 83,520.00 2,420.000 38,720.00 (S) 163 FENCE TYPE WM (DEER FENCE) M 28.0000 79,240.00 1,793.000 50,204.00 (S) 164 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 3,045.00 83.000 2,905.00 (S) 165 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 39,550.00 0.000 0.00 (S) 166 ONE WAY DEER GATE EA 2,800.0000 11,200.00 0.000 0.00 (S) 167 DELINEATOR (CLASS 1) EA 30.0000 14,100.00 57.000 1,710.00 57.000 1,710.00 168 METAL BEAM GUARD RAILING M 48.0000 111,840.00 445.000 21,360.00 (S) 169 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 150.400 21,056.00 150.400 21,056.00 (F) 170 CONCRETE BARRIER (TYPE 25B MODIFIED) M 300.0000 7,500.00 0.000 0.00 (F) 171 CONCRETE BARRIER (TYPE 25R) M 1,000.0000 2,000.00 0.000 0.00 (F) 172 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 2.000 7,400.00 (S) 173 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 8.000 16,000.00 (S) 174 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 0.000 0.00 (S) 175 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 (S) 176 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 0.000 0.00 (S) 177 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 3,962.000 2,377.20 3,962.000 2,377.20 (S) (SPRAYABLE) 178 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,080.00 0.000 0.00 (S) 179 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,360.00 264.000 1,056.00 264.000 1,056.00 (S) 180 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 0.356 28,480.00 (S) 181 SIGNAL AND LIGHTING (LOCATION 2) LS 70,000.0000 70,000.00 0.000 0.00 (S) 182 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.057 3,990.00 0.057 3,990.00 (S) 183 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.000 0.00 (S) 184 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 0.014 980.00 0.228 15,960.00 (S) PROGRAM CAS145 PAGE 8 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.000 0.00 (S) SERVICE (IRRIGATION) (LOCATION 6) 186 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.064 4,480.00 0.364 25,480.00 (S) SERVICE (IRRIGATION) (LOCATION 7) 187 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.050 3,500.00 0.164 11,480.00 (S) SERVICE (IRRIGATION) (LOCATION 8) 188 LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 (S) 189 LIGHTING (LOCATION 10) LS 20,000.0000 20,000.00 0.000 0.00 (S) 190 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.316 9,480.00 0.416 12,480.00 (S) (IRRIGATION) (LOCATION 11) 191 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.000 0.00 (S) (IRRIGATION) (LOCATION 12) 192 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.000 0.00 (S) (IRRIGATION) (LOCATION 13) 193 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,100.0000 33,600.00 0.000 0.00 (S) 194 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 (S) (LOCATION 14) 195 ELECTRICAL SERVICE (IRRIGATION) LS 7,000.0000 7,000.00 0.000 0.00 (S) (LOCATION 15) 196 ELECTRICAL SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.250 5,000.00 (S) (LOCATION 16) 197 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 0.166 996.00 0.166 996.00 (S) (LOCATION 17) 198 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 (S) 199 BOOSTER PUMP SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 (S) 200 TRAFFIC MONITORING STATION AND LS 30,000.0000 30,000.00 0.000 0.00 (S) ELECTRICAL SERVICE (IRRIGATION) 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 202 SPECIAL CLEARING AND GRUBBING HA 20,000.0000 40,000.00 1.410 28,200.00 203 IMPORTED BORROW (SELECT MATERIAL) M3 30.0000 621,000.00 0.000 0.00 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 205 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 4,200.00 2.000 1,400.00 PROGRAM CAS145 PAGE 9 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 09:25 AM ESTIMATE NO. 15 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,004,455.12 13,245,623.95 ADJUSTMENT OF COMPENSATION 9,974.54 482,550.84 EXTRA WORK 121,224.36 1,488,078.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,135,654.02 15,216,253.46 206 MOBILIZATION LS 3900,000.0000 3,900,000.00 0.950 3,705,000.00 ORIGINAL CONTRACT AMOUNT 39,395,365.00 TOTAL WORK COMPLETED 2,135,654.02 18,921,253.46 MATERIALS ON HAND ON SITE 536,828.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -306.90 TOTAL 2,135,654.02 19,457,774.67 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 07/07/01 1230 07/20/01 07/20/01 01/10/07 209 101 30 0 48% 41% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 10/22/02