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 03/21/03 EST. NO.21 TIME 01:22 PM 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 0325 44.56 E.W. @ F.A.(+) 092402 N 1197.0 0326 47.93 010703 N R128 0 0327 47.93 011403 N R127 0 0328 141.51 031003 N 1200.0 003 0012 209.60 E.W. @ U.P (+) 010103 N 1164.0 0013 212.40 020103 N 1182.0 005 0007-1 -1,825.00 E.W. @ U.P (+) 011303 N CAN-70 DAO CORRECTING ENTRY 007 0002 370.00 E.W. @ L.S.(+) 030603 N 7.2 0 016 0118 60.46 E.W. @ F.A.(+) 022803 N 1180.0 0119 373.96 030403 N 1192.0 0120 805.53 030503 N 1193.0 0121 321.64 030603 N 1194.0 0122 302.91 030703 N 1195.0 0123 55.29 031203 N 1203.0 0124 60.46 030303 N 1184 0 037 0005 317.38 E.W. @ F.A.(+) 020603 N 1188.0 0006 116.76 030703 N 1196.0 046 0007 386.91 E.W. @ F.A.(+) 021003 N 1171.0 0008 1,108.60 021103 N 1170.0 0009 815.74 031003 N 1201.0 0010 228.35 031103 N 1202.0 055 0042-2 5,716.98 E.W. @ F.A.(+) 121002 N 1019.0 DAO CORRECTING ENTRY 0083 1,350.00 020403 N 1172.0 0084 117.00 112002 N 951.10 0085 198.82 013003 N 1156 0 0086 204.68 013003 N 1174 0 056 0022 76.89 A.C. @ F.A.(+) 031303 N 1204.0 057 0026 957.86 E.W. @ F.A.(+) 010103 N 1163.0 0027 321.61 021303 N 1168.0 0028 241.82 021403 N 1167.0 0029 321.61 021803 N 1166.0 0030 168.98 022003 N 1165.0 0031 362.72 022403 N 1181.0 0032 14,648.63 022703 N 1186.0 059 0003 302.34 E.W. @ F.A.(+) 012703 N 1191.0 0004 341.37 021203 N 1190.0 0005 946.05 021403 N 1189.0 060 0016 249.90 E.W. @ F.A.(+) 012303 N 1111.1 061 0014 3,428.87 E.W. @ F.A.(+) 111902 N 1187.0 0015 4,035.11 112002 N 1210.0 064 0006 250.16 E.W. @ F.A.(+) 013003 N 1173.0 0007 117.07 020403 N 1158.0 0008 483.64 021203 N 1169.0 0009 973.45 012703 N R123 0 0010 217.87 012803 N R122 0 40,236.35 TOTAL THIS ESTIMATE 2,870,148.58 TOTAL PREVIOUS ESTIMATE 2,910,384.93 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 03/21/03 EST. NO.21 TIME 01:22 PM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 ITEM 85 CIDH ANOMALY -328.13 17 OUT OF SPEC AB -3,600.00 21 -3,600.00 -4,235.03 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 -3,600.00 -4,235.03 PROGRAM CAS145 PAGE 1 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 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 816,000.00 209.000 355,300.00 003 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 0.820 123,000.00 007 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.400 10,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.580 87,000.00 (S) 009 TYPE III BARRICADE EA 200.0000 15,600.00 76.000 15,200.00 (S) 010 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 16,902.440 135,219.52 (S) 011 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 133.200 19,314.00 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 78.000 2,730.00 (S) 013 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 736.000 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 0.580 29,000.00 (S) 016 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 1,555.400 77,770.00 017 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 160.000 68,800.00 (S) 018 ABANDON CULVERT EA 2,500.0000 45,000.00 32.000 80,000.00 019 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 2.000 14,000.00 020 REMOVE FENCE M 4.5000 46,800.00 750.650 3,377.93 11,175.540 50,289.93 021 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 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 2,100.00 025 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 0.000 0.00 026 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 35.000 525.00 60.000 900.00 027 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 1.000 500.00 028 REMOVE INLET EA 500.0000 2,500.00 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 1,800.00 033 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 3.500 437.50 034 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 0.709 31,905.00 042 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 456.000 2,781.60 902,456.000 5,504,981.60 043 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 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 157,625.00 209.000 13,585.00 1,179.200 76,648.00 (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 9,746.130 73,095.98 PROGRAM CAS145 PAGE 3 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 82.300 31,685.50 (S) 056 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 16,095.590 6,438.24 (S) 057 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 83,743.100 25,122.93 (S) 058 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 (S) 059 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 605.342 42,979.28 (S) 060 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 6,734.520 4,714.16 (S) 061 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 2,449.120 2,449.12 (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 2,879.510 158,373.05 17,849.290 981,710.95 073 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 19,283.263 1,253,412.10 076 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 42,750.00 172.594 4,314.85 AREA) 078 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 1,453.300 5,813.20 079 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 104.000 416.00 080 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 2,196.500 8,786.00 081 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 130.000 520.00 082 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 17.142 5,314.02 083 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 669,134.00 363.940 114,277.16 1,562.900 490,750.60 (S) PILING 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.206 65,920.00 (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 399,300.00 649.700 194,910.00 (F) 089 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 1,717.500 978,975.00 (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 (F) (TYPE EQ) 092 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 79.000 63,200.00 143.000 114,400.00 (F) (TYPE N) 093 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 104.960 23,616.00 (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 32.551 39,061.20 (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 (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 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,992.000 36,388.80 366,953.000 513,734.20 (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 27.000 5,130.00 111 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 3.000 750.00 112 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 16,380.00 150.900 31,689.00 118 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 651.160 156,278.40 119 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 1,230.000 344,400.00 120 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 121 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 358.100 118,173.00 122 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 69,600.00 128.260 102,608.00 124 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 78,000.00 195.500 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 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,300.00 136 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 484.400 72,660.00 137 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 446.700 80,406.00 138 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 110.600 22,120.00 139 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 14.100 5,287.50 (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 30.000 8,400.00 142 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 37.000 11,100.00 143 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 27.000 9,450.00 144 750 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 13.000 7,800.00 146 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 39.200 70,560.00 151 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 3,741.230 112,236.90 152 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 12,598.430 25,196.86 154 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 6,352.000 12,704.00 (SF) 157 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 7 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,500.00 159 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 54,880.00 161 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 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 1,710.00 168 METAL BEAM GUARD RAILING M 48.0000 111,840.00 458.720 22,018.56 (S) 169 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 188.000 26,320.00 (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 67,500.00 111.680 5,584.00 (S) 177 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 6,777.750 4,066.65 (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 22,360.00 585.000 2,340.00 (S) 180 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 0.134 10,720.00 0.490 39,200.00 (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 0.033 2,310.00 0.110 7,700.00 (S) 183 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.190 15,200.00 0.190 15,200.00 (S) 184 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 0.978 68,460.00 (S) PROGRAM CAS145 PAGE 8 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.940 65,800.00 (S) SERVICE (IRRIGATION) (LOCATION 7) 187 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.557 38,990.00 (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 0.416 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 0.430 8,600.00 (S) (LOCATION 16) 197 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 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 3.000 2,100.00 PROGRAM CAS145 PAGE 9 DATE 03/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 01:22 PM ESTIMATE NO. 21 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 03/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 03/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 420,738.54 15,388,227.99 ADJUSTMENT OF COMPENSATION 76.89 771,445.79 EXTRA WORK 40,159.46 2,138,939.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 460,974.89 18,298,612.92 206 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 460,974.89 22,003,612.92 MATERIALS ON HAND ON SITE 500,510.42 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,600.00 -4,235.03 TOTAL 457,374.89 22,499,888.31 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 06/14/03 209 203 30 0 55% 41% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 03/21/03