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 05/23/03 EST. NO.15 TIME 10:27 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 0140 920.78 E.W. @ F.A.(+) 020303 N 0546.0 0157 1,146.74 012803 N 0530.0 0158 579.36 012903 N 0531.0 0169 673.65 012403 N 0485.0 0170 2,547.53 012203 N 0493.0 0173 342.09 012103 N 0511.0 0181 578.54 011003 N 0455.0 0182 585.04 011103 N 0456.0 0194 194.10 012003 N 0475.0 0202 227.28 121902 N 0432.0 0206 117.24 010803 N 0445.0 0217 1,534.31 112302 N 0277.0 006 0088 1,403.00 E.W. @ F.A.(+) 100902 N 0164.0 0173 322.00 122602 N 0363.0 0174 170.60 103002 N 0368.0 0175 170.60 103002 N 0369.0 0176 170.60 102902 N 0374.0 0178 341.20 111202 N 0376.0 0179 170.60 112502 N 0378.0 0181 341.20 111302 N 0393.0 0182 174.35 122702 N 0396.0 0184 170.60 120302 N 0400.0 0185 170.60 120402 N 0402.0 0186 511.79 020503 N 0552.0 0187 511.79 020703 N 0556.0 0188 450.78 020303 N 0544.0 0207 297.39 122402 N 0490.0 0214 348.70 110502 N 0500.0 0215 341.20 110402 N 0501.0 0216 341.20 110602 N 0502.0 0217 341.20 103102 N 0504.0 0218 170.60 102802 N 0505.0 0219 170.60 102902 N 0506.0 0220 341.98 110102 N 0507.0 0224 276.00 120302 N 0289.0 0225 1,196.00 121702 N 0297.0 0226 341.20 110802 N 0345.0 0227 341.20 110702 N 0347.0 0229 173.71 091702 N 0350.0 0230 299.00 121102 N 0351.0 0231 138.00 120402 N 0355.0 0232 138.00 121902 N 0356.0 0233 138.00 112102 N 0358.0 0234 1,345.50 121902 N 0359.0 0253 170.60 121102 N 0415.0 0254 170.60 121202 N 0418.0 0255 170.60 120902 N 0421.0 0256 170.60 122602 N 0435.0 0264 195.50 110102 N 0194.0 0267 999.78 102402 N 0203.0 0275 1,121.25 110402 N 0223.0 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 05/23/03 EST. NO.15 TIME 10:27 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0277 165.62 111802 N 0266.0 0279 170.60 112002 N 0270.0 0280 170.60 112102 N 0273.0 008 0008 991.01 E.W. @ F.A.(+) 040403 N 0008 0 25,762.61 TOTAL THIS ESTIMATE 807,884.85 TOTAL PREVIOUS ESTIMATE 833,647.46 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 05/23/03 EST. NO.15 TIME 10:27 AM R.E. NAME: FRAYWAT, NABIL 08-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE A/C OUT OF SPEC -592.31 02 SWPPP NON-COMPLIANCE -584,111.92 06 ITEM NO. 113 -1,200.00 07 SWPPP NON-COMPLIANCE 584,111.92 07 REQUEST FOR STAKING -22,500.00 11 SWPPP NON-COMPLIANCE -1,150,558.00 11 TEST STRIP DENSITY -3,530.90 11 SWPPP NON COMPLIANCE 1,150,558.00 12 INADEQUATE LCB -965.25 15 OUT OF STATE INSPECT -5,000.00 15 -5,965.25 -33,788.46 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS -5,965.25 -33,788.46 PROGRAM CAS145 PAGE 1 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 LOCATION PROGRESS ESTIMATE 08-SBD-15-41.9/70.6 ----------------- E L YEAGER CONSTRUCTION IN SAN BERNARDINO COUNTY IN AND COMPANY INC NEAR VICTORVILLE, APPLE VALLEY AND P O BOX 87 BARSTOW AT VARIOUS LOCATIONS RIVERSIDE CA 925020087 FED. AID NO. ACIM-015 -1(215)145,ACNH-015 -1(215)N ,I-015 -1(215)N WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.250 5,625.00 002 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 646.000 5,491.00 5,468.500 46,482.25 003 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 004 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.230 28,750.00 006 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 56.700 10,489.50 247.220 45,735.70 (S) 007 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 7.540 4,335.50 23.320 13,409.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.040 16,000.00 0.350 140,000.00 (S) 009 TYPE III BARRICADE EA 75.0000 24,000.00 68.000 5,100.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 0.000 0.00 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 (S) 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 16,598.000 8,299.00 263,571.000 131,785.50 (S) 013 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 115.000 2,990.00 1,993.000 51,818.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 (S) (LEFT IN PLACE) 015 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 0.050 50.00 4.130 4,130.00 (S) 016 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 3,106.000 7,765.00 54,664.000 136,660.00 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.480 7,200.00 4.200 63,000.00 (S) 018 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 2,121.000 31,815.00 67,142.062 1,007,130.93 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 1.000 200.00 320.000 64,000.00 (S) 020 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 107,525.000 537,625.00 (S) 021 ABANDON CULVERT M 14.0000 22,820.00 235.800 3,301.20 022 OBLITERATE SURFACING M2 2.0000 614,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 2,860.000 5,005.00 60,328.000 105,574.00 024 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 025 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 12,912.000 21,950.40 026 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 1,722.000 2,927.40 2,743.000 4,663.10 STRIPE 028 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 2,410.000 2,771.50 66,561.000 76,545.15 029 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 0.000 0.00 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 0.000 0.00 031 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 19,441.000 9,720.50 032 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 033 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 1.000 3,000.00 034 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 0.000 0.00 035 REMOVE CULVERT M 20.0000 162,800.00 1,076.400 21,528.00 3,634.100 72,682.00 036 REMOVE INLET EA 400.0000 48,000.00 65.300 26,120.00 037 REMOVE HEADWALL EA 600.0000 162,000.00 -6.000 -3,600.00 190.000 114,000.00 038 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 7,129.000 128,322.00 8,383.000 150,894.00 039 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 90.000 450.00 040 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 0.000 0.00 041 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 274.320 4,663.44 042 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 15.000 900.00 043 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 044 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 045 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 046 RESET MILEPOST MARKER EA 20.0000 5,200.00 0.000 0.00 047 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 048 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 38.000 5,700.00 049 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 18.000 9,000.00 PROGRAM CAS145 PAGE 3 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 0.000 0.00 051 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 052 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 32,722.000 261,776.00 053 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 9.000 1,350.00 054 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 2.000 1,000.00 055 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 0.000 0.00 056 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 1.000 3,000.00 057 MODIFY INLET EA 2,000.0000 50,000.00 0.000 0.00 058 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 0.000 0.00 059 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 7,845.600 13,729.80 (S) (100 MM, MAXIMUM) 060 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 110,713.080 110,713.08 (S) (60 MM MAXIMUM) 061 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 (S) (30 MM, MAXIMUM) 062 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 8,705.000 870.50 18,915.000 1,891.50 (300 MM DEEP) 063 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 1,165.000 116.50 3,385.000 338.50 (340 MM DEPTH) 064 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 065 REMOVE CONCRETE M3 80.0000 68,000.00 75.070 6,005.60 281.853 22,548.24 066 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 0.000 0.00 067 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 0.000 0.00 068 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 0.000 0.00 069 REMOVE SOUND WALL M2 250.0000 500.00 0.000 0.00 070 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 0.000 0.00 071 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 0.000 0.00 072 GRADE CROSSING REMOVAL M 75.0000 12,000.00 0.000 0.00 073 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.000 0.00 074 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 0.950 22,800.00 075 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.870 26,100.00 076 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 0.850 40,800.00 PROGRAM CAS145 PAGE 4 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 078 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.000 0.00 079 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 080 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 081 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 0.000 0.00 082 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.140 25,200.00 0.910 163,800.00 083 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 084 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 545,307.800 3,544,500.70 085 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 159,617.000 1,117,319.00 (AERIALLY DEPOSITED LEAD) 086 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 087 SHOULDER BACKING M3 2.0000 110,000.00 0.000 0.00 088 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 6,970.000 209,100.00 (F) 089 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 7,433.300 59,466.40 090 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 186.000 8,370.00 2,767.000 124,515.00 (F) 091 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 2,466.000 29,592.00 6,760.430 81,125.16 092 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 121.000 14,520.00 277.000 33,240.00 (F) 093 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 222.910 13,374.60 WALL) 094 SAND BACKFILL M3 130.0000 137,800.00 17.000 2,210.00 095 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.000 0.00 (S) 096 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.000 0.00 097 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 0.000 0.00 (S) 098 DUFF HA 1,100.0000 143,000.00 3.410 3,751.00 53.910 59,301.00 (S) 099 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 0.000 0.00 (S) 100 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 0.000 0.00 (S) 101 COMPOST (EROSION CONTROL) KG 0.0200 200.00 0.000 0.00 (S) 102 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 0.000 0.00 (S) 103 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JUTE MESH M2 1.2500 27,750.00 0.000 0.00 (S) 105 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 (S) 106 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 0.000 0.00 (S) 107 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.120 780.00 (S) 108 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 (S) 109 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.000 0.00 (S) 110 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 0.000 0.00 (S) (1.63 MM THICK) 111 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 (S) (6.35 MM THICK) 112 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 15,849.000 158,490.00 25,443.590 254,435.90 113 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 75,544.630 1,813,071.12 114 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 115 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 740.000 45,880.00 740.000 45,880.00 116 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 117 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 0.000 0.00 118 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 4,553.910 154,832.94 119 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 1,669.590 53,426.88 163,378.620 5,228,115.84 120 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 0.000 0.00 121 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 55.370 16,611.00 122 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 123 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 0.000 0.00 AREA) 124 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 0.000 0.00 125 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 0.000 0.00 126 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 127 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 0.000 0.00 128 RUMBLE STRIP M 0.1000 6,690.00 0.000 0.00 129 CONCRETE PAVEMENT M3 74.5000 9,966,000.00 0.000 0.00 130 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 0.000 0.00 132 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 0.000 0.00 133 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 0.000 0.00 (S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 134 SEAL PAVEMENT JOINT M 1.0000 364,000.00 0.000 0.00 135 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 136 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 (S) 137 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 138 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 (S) 139 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 (S) PILING 140 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 (S) PILING (SOUND WALL) 141 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 74.000 6,290.00 (S) PILING (SOUND WALL) 142 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 0.000 0.00 (S) 143 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 1,482.000 407,550.00 (F) 144 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 -5.560 -2,752.20 4,002.287 1,981,132.07 (F) 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 146 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 689.700 155,182.50 3,047.740 685,741.50 147 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 161.460 80,730.00 462.560 231,280.00 (F) (TYPE N) 148 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 0.000 0.00 (F) (TYPE R) 149 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 14.820 10,003.50 (F) (TYPE EQ MODIFIED) 150 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 0.000 0.00 (F) (TYPE R MODIFIED) 151 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 223.590 145,333.50 152 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 0.000 0.00 153 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 35.480 24,836.00 265.590 185,913.00 154 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 12.880 12,880.00 65.050 65,050.00 155 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 1.530 6,120.00 156 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 0.000 0.00 157 DRILL AND BOND DOWEL M 60.0000 166,200.00 474.100 28,446.00 PROGRAM CAS145 PAGE 7 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 159 CLEAN EXPANSION JOINT M 30.0000 10,800.00 0.000 0.00 160 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 0.000 0.00 161 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 0.000 0.00 162 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 0.000 0.00 (S) 163 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 843.530 105,441.25 (S) 164 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 (S) 165 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 0.000 0.00 (S) 166 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 0.000 0.00 (S) 167 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 (S) 168 BAR REINFORCING STEEL KG 1.1500 202,400.00 1,174.300 1,350.45 43,386.300 49,894.25 (S) 169 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 849,036.000 882,997.44 (SF) 170 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 34,401.000 36,121.05 189,628.006 199,109.41 (S) 171 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 (SF) 172 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 (F) 173 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 468,630.000 281,178.00 (SF) 174 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 0.000 0.00 175 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 0.000 0.00 (S) 176 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 0.000 0.00 177 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 0.000 0.00 (S) 178 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 179 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 17.000 15,300.00 35.000 31,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 180 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 181 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 0.000 0.00 182 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 183 INSTALL SIGN OVERLAY M2 150.0000 300.00 0.000 0.00 184 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.400 100,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 RAILROAD BALLAST M3 40.0000 144,800.00 0.000 0.00 (S) 186 RAILROAD SUBBALLAST M3 25.0000 125,000.00 0.000 0.00 (S) 187 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 0.000 0.00 188 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 0.000 0.00 189 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 0.000 0.00 (S) 190 RAILROAD TRACK M 250.0000 347,500.00 0.000 0.00 (S) 191 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 0.900 126.00 172.600 24,164.00 192 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 9.200 874.00 213.700 20,301.50 193 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 66.900 13,380.00 161.930 32,386.00 194 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 58.600 10,255.00 168.700 29,522.50 195 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 5.900 1,770.00 228.300 68,490.00 196 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 26.900 10,760.00 217.100 86,840.00 197 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 160.900 40,225.00 992.400 248,100.00 198 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 1,557.200 778,600.00 4,310.600 2,155,300.00 199 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 108.760 76,132.00 200 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 201 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 14.100 2,467.50 26.100 4,567.50 202 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 30.700 5,526.00 41.700 7,506.00 203 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 31.700 10,302.50 44.000 14,300.00 204 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 33.400 15,030.00 46.800 21,060.00 205 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 14.600 5,840.00 206 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 23.000 11,500.00 37.500 18,750.00 207 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 113.400 39,690.00 303.100 106,085.00 208 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 209 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 210 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 211 GRATED LINE DRAIN M 350.0000 18,550.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 2.700 1,350.00 40.200 20,100.00 (1.63 MM THICK) 213 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 3.900 4,680.00 149.300 179,160.00 (2.01 MM THICK) 214 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 0.000 0.00 215 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 0.000 0.00 216 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 0.000 0.00 217 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 0.000 0.00 218 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 0.000 0.00 (FACING, METHOD B) 219 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 220 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 340.000 25,500.00 221 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 0.000 0.00 222 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 0.000 0.00 223 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 360.000 1,080.00 224 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 0.000 0.00 CONSTRUCTION) 225 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 0.000 0.00 226 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 2,664.000 5,328.00 10,632.000 21,264.00 (S) 227 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,080.250 14,043.25 (SF)(RESTRAINER - PIPE TYPE) 228 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 0.000 0.00 (SF) 229 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 3,048.000 19,812.00 56,573.000 367,724.50 (S) 230 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 458.000 2,977.00 3,959.000 25,733.50 (S) 231 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 371.000 11,130.00 (S) 232 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 (S) 233 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0.00 (S) 234 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 235 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 24.000 1,296.00 24.000 1,296.00 (S) 236 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 0.000 0.00 (S) 237 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 238 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 (F) 240 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 241 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 (S) 242 CABLE RAILING M 24.0000 59,280.00 0.000 0.00 (S) 243 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 0.000 0.00 (S) 244 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 2.000 3,300.00 2.000 3,300.00 (S) 245 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 2.000 600.00 2.000 600.00 (S) 246 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 247 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 14.070 1,829.10 14.070 1,829.10 (F) 248 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 427.000 61,915.00 249 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 0.000 0.00 250 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 (F) (TYPE 60 A MODIFIED) 251 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 458.000 183,200.00 252 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 252.340 20,187.20 252.340 20,187.20 (F) 253 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 30.000 3,000.00 254 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 (S) 255 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 0.000 0.00 (S) (SPRAYABLE) 256 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 0.000 0.00 (S) 257 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 0.000 0.00 (S) 258 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 (S) (RETROREFLECTIVE-RECESSED) 259 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.025 2,625.00 0.357 37,485.00 (S) 260 SIGN DISCONNECT EA 400.0000 4,000.00 0.000 0.00 (S) 261 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 (S) EQUIPMENT 262 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 0.000 0.00 (S) 263 REMOVE SIGN DISCONNECT EA 115.0000 460.00 0.000 0.00 (S) 264 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 0.000 0.00 (S) SIGN PANEL ASSEMBLY 265 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 0.000 0.00 (S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 0.000 0.00 (S) 267 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 (S) 268 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 0.000 0.00 (S) 269 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 0.000 0.00 (S) 270 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 (S) CIRCUIT TELEVISION 271 5 KVA TRANSFORMER EA 800.0000 2,400.00 0.000 0.00 (S) 272 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 0.000 0.00 (S) 273 SIZE 27 CONDUIT M 12.0000 1,200.00 27.000 324.00 97.000 1,164.00 (S) 274 SIZE 41 CONDUIT M 24.0000 164,640.00 1,458.000 34,992.00 4,111.000 98,664.00 (S) 275 SIZE 53 CONDUIT M 32.0000 85,760.00 1,766.000 56,512.00 2,568.000 82,176.00 (S) 276 SIZE 78 CONDUIT M 30.0000 66,900.00 150.000 4,500.00 2,177.000 65,310.00 (S) 277 SIZE 103 CONDUIT M 70.0000 43,400.00 153.000 10,710.00 153.000 10,710.00 (S) 278 SIZE 63 CONDUIT M 30.0000 1,800.00 0.000 0.00 (S) 279 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 (S) 280 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 0.000 0.00 (S) 281 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 (S) (CABINET MOUNTED) 282 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 (S) (POLE MOUNTED) 283 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 (S) 284 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 (S) ASSEMBLY 285 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 0.000 0.00 (S) 286 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 2.000 3,000.00 (S) 287 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 0.000 0.00 (S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 288 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 (S) LUMINAIRE 289 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 0.000 0.00 (S) 290 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 0.000 0.00 (S) 291 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 12 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 292 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 (S) 293 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 0.000 0.00 (S) LUMINAIRE ARM 294 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 0.000 0.00 (S) LUMINAIRE ARM 295 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 0.000 0.00 (S) LUMINAIRE ARM 296 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 3.000 1,080.00 5.000 1,800.00 (S) 297 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 0.000 0.00 (S) LUMINAIRE ARM 298 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 2.000 250.00 (S) 299 REMOVE LUMINAIRE EA 120.0000 1,920.00 0.000 0.00 (S) 300 CONDUCTOR (NO. 14) M 1.0000 1,150.00 0.000 0.00 (S) 301 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 (S) 302 CONDUCTOR (NO. 10) M 1.2000 6,780.00 0.000 0.00 (S) 303 CONDUCTOR (NO. 8) M 1.7000 15,878.00 986.000 1,676.20 (S) 304 CONDUCTOR (NO. 6) M 2.0000 12,860.00 0.000 0.00 (S) 305 CONDUCTOR (NO. 4) M 3.0000 18,000.00 0.000 0.00 (S) 306 CONDUCTOR (NO. 2) M 4.0000 18,160.00 0.000 0.00 (S) 307 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 (S) 308 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 0.000 0.00 (S) 309 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 (S) 310 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 438.000 876.00 (S) 311 TELEPHONE CABLE M 3.0000 6,900.00 0.000 0.00 (S) 312 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 0.000 0.00 (S) 313 NO. 5(T) PULL BOX EA 700.0000 70,000.00 0.000 0.00 (S) 314 NO. 5 PULL BOX EA 400.0000 36,400.00 0.000 0.00 (S) 315 NO. 6(E) PULL BOX EA 550.0000 20,900.00 0.000 0.00 (S) 316 REMOVE PULL BOX EA 60.0000 780.00 0.000 0.00 (S) 317 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 0.000 0.00 (S) 318 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 16.000 6,400.00 16.000 6,400.00 (S) PROGRAM CAS145 PAGE 13 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 319 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 320 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 0.000 0.00 321 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 322 REMOVE SLOPE PAVING M2 10.0000 12,700.00 316.000 3,160.00 632.000 6,320.00 323 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 324 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 0.000 0.00 PILE (SIGN FOUNDATION) 325 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 10:27 AM ESTIMATE NO. 15 BID OPENING 02/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,298,032.48 28,890,243.53 ADJUSTMENT OF COMPENSATION 0.00 320,998.08 EXTRA WORK 25,762.61 512,649.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,323,795.09 29,723,890.99 326 MOBILIZATION LS 9800,000.0000 9,800,000.00 0.950 9,310,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 2,323,795.09 39,033,890.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,965.25 -33,788.46 TOTAL 2,317,829.84 39,000,102.53 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 03/28/02 705 04/04/02 04/02/02 12/06/04 201 41 2 0 38% 35% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 05/23/03