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 12/24/03 EST. NO.25 TIME 09:17 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 0402 579.93 E.W. @ F.A.(+) 031503 N 0683.0 0403 137.71 031503 N 0685.0 0404 588.83 061403 N 1045.0 0405 1,336.00 061203 N 1054.0 0406 653.24 052203 N 1079.0 0407 456.85 051403 N 1084.0 0408 158.26 042403 N 1123.0 0409 301.21 061103 N 1140.0 0410 1,397.01 072903 N 1371.0 003 0014 60,085.20 E.W. @ F.A.(+) 082603 N 1267.0 0015 53,085.73 092503 N 1414.0 0016 48,540.06 102803 N 1585.0 0017 56,260.01 111803 N 1608.0 006 0588 173.11 E.W. @ F.A.(+) 072503 N 1366.0 0589 173.11 072803 N 1367.0 0590 346.23 072803 N 1368.0 0591 346.23 072903 N 1369.0 0592 346.23 073003 N 1372.0 0593 173.11 073003 N 1373.0 0594 173.11 073003 N 1374.0 0595 173.11 073103 N 1375.0 0596 346.23 073103 N 1377.0 0597 173.11 080103 N 1378.0 0598 320.02 061003 N 1137.0 0599 198.46 061103 N 1139.0 0600 343.06 062703 N 1193.0 0601 205.36 090603 N 1322.0 0602 346.23 090503 N 1324.0 0603 188.07 090403 N 1326.0 0604 173.11 090403 N 1328.0 0605 346.23 090303 N 1332.0 0606 173.11 090303 N 1334.0 0607 346.23 090203 N 1336.0 0608 173.11 080503 N 1341.0 0609 346.23 080503 N 1342.0 0610 346.23 080703 N 1351.0 0611 346.23 080803 N 1352.0 0612 793.90 080803 N 1389.0 0613 797.76 080703 N 1391.0 0614 1,631.71 080703 N 1392.0 0615 492.52 080703 N 1393.0 0616 143.08 090203 N 1423.0 0617 778.64 080903 N 1427.0 0618 346.23 091803 N 1442.0 0619 346.23 091803 N 1443.0 0620 286.15 091903 N 1445.0 0621 346.23 091503 N 1456.0 0622 346.23 082503 N 1485.0 0623 233.19 082903 N 1504.0 0624 346.23 092603 N 1527.0 0625 173.11 092403 N 1528.0 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 12/24/03 EST. NO.25 TIME 09:17 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 --------------------------------------------------------------------------- 0626 406.31 092403 N 1529.0 0627 173.11 092503 N 1530.0 0628 519.34 092503 N 1531.0 0629 173.11 092303 N 1533.0 0630 600.15 082003 N 1536.0 0631 173.11 082903 N 1556.0 0632 86.56 092603 N 1557.0 0633 143.08 082903 N 1572.0 0634 173.11 082903 N 1575.0 0635 173.11 082503 N 1484.0 020 0057 750.00 E.W. @ U.P (+) 081903 N 1563.0 022 0014 663.04 E.W. @ F.A.(+) 072903 N 1552.0 027 0007 13,857.85 E.W. @ L.S.(+) 103003 N 1609.0 072 0001 6,688.50 E.W. @ L.S.(+) 100803 N 1610.0 261,496.89 TOTAL THIS ESTIMATE 1,893,326.67 TOTAL PREVIOUS ESTIMATE 2,154,823.56 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 12/24/03 EST. NO.25 TIME 09:17 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 PCCP DEFICIENCIES -19,886.23 18 SURVEY RESTAKING -3,600.00 18 SWPPP -1,377,603.50 18 PCCP DEFICIENCIES -3,867.84 19 ASPHALT GRADING -1,150.50 21 SWPPP 1,377,603.50 22 AB OUT OF COMPLIANCE -1,200.00 23 PCCP THICKNESS DEFIC -11,793.87 23 SWPPP VIOLATION -624,757.57 23 SWPPP VIOLATION 624,757.57 24 0.00 -75,286.90 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 08 PAYROLL DISCREPANCY 10,000.00 09 MISSING DOCUMENTS -10,000.00 19 MISSING PAYROLLS -10,000.00 21 MISSING DOCUMENTS 20,000.00 23 MISSING DOCUMENTS -10,000.00 25 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -85,286.90 PROGRAM CAS145 PAGE 1 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 22,500.0000 22,500.00 0.750 16,875.00 02 TEMPORARY TORTOISE FENCE M 8.5000 5,100.00 5,468.500 46,482.25 03 TEMPORARY FENCE (TYPE CL-1.8) M 24.0000 53,520.00 1,172.300 28,135.20 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.090 11,250.00 0.570 71,250.00 06 CONSTRUCTION AREA SIGN (1-POST) EA 185.0000 79,550.00 2.560 473.60 367.490 67,985.65 S) 07 CONSTRUCTION AREA SIGN (2-POST) EA 575.0000 57,500.00 0.110 63.25 31.190 17,934.25 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.570 228,000.00 S) 09 TYPE III BARRICADE EA 75.0000 24,000.00 144.000 10,800.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,580.00 81.230 1,624.60 116.650 2,333.00 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 157,500.00 80,527.000 281,844.50 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 148,000.00 30,434.000 15,217.00 338,687.000 169,343.50 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 117,000.00 147.000 3,822.00 2,916.000 75,816.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 20,800.00 0.000 0.00 S) (LEFT IN PLACE) 15 FLASHING BEACON (PORTABLE) EA 1,000.0000 7,000.00 0.040 40.00 4.480 4,480.00 S) 16 TEMPORARY PAVEMENT MARKER EA 2.5000 173,000.00 3,129.000 7,822.50 61,532.000 153,830.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 135,000.00 0.360 5,400.00 6.840 102,600.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 2,010,000.00 53,778.000 806,670.00 145,014.062 2,175,210.93 S) 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 90,000.00 424.000 84,800.00 S) 20 TEMPORARY TRAFFIC SCREEN M 5.0000 845,000.00 23,012.000 115,060.00 139,532.000 697,660.00 S) 21 ABANDON CULVERT M 14.0000 22,820.00 295.200 4,132.80 22 OBLITERATE SURFACING M2 2.0000 614,000.00 5,955.000 11,910.00 PROGRAM CAS145 PAGE 2 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW AND TYPE WM) M 1.7500 79,100.00 64,183.000 112,320.25 24 REMOVE CHAIN LINK FENCE M 3.0000 3,030.00 1,128.400 3,385.20 25 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 121,210.00 13,893.000 23,618.10 26 REMOVE YELLOW PAINTED PAVEMENT MARKING M2 20.0000 2,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 36,040.00 884.000 1,502.80 6,625.000 11,262.50 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.1500 124,200.00 73,738.000 84,798.70 29 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 6,000.00 182.700 2,192.40 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 3,000.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 0.5000 22,050.00 668.000 334.00 29,199.000 14,599.50 32 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,700.00 17.000 1,700.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 12,000.00 3.000 9,000.00 34 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,350.00 556.000 2,780.00 35 REMOVE CULVERT M 20.0000 162,800.00 9.000 180.00 4,832.400 96,648.00 36 REMOVE INLET EA 400.0000 48,000.00 71.300 28,520.00 37 REMOVE HEADWALL EA 600.0000 162,000.00 2.000 1,200.00 192.000 115,200.00 38 REMOVE CONCRETE PAVEMENT M3 18.0000 153,720.00 8,383.000 150,894.00 39 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 22,650.00 94.050 470.25 2,333.450 11,667.25 40 REMOVE CONCRETE DECK SURFACE M2 30.0000 60,000.00 899.000 26,970.00 41 SALVAGE METAL BEAM GUARD RAILING M 17.0000 7,310.00 281.940 4,792.98 42 RECONSTRUCT WOOD FENCE M 60.0000 8,400.00 112.500 6,750.00 43 RECONSTRUCT FENCE (TYPE BW) M 4.5000 108,450.00 0.000 0.00 44 RECONSTRUCT FENCE (TYPE WM) M 6.5000 10,270.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE M 34.0000 17,340.00 25.000 850.00 46 RESET MILEPOST MARKER EA 20.0000 5,200.00 0.000 0.00 47 RESET OBJECT MARKER EA 20.0000 1,800.00 0.000 0.00 48 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 7,800.00 64.000 9,600.00 49 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 22,000.00 24.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET OVERHEAD SIGN PANEL EA 500.0000 1,500.00 2.000 1,000.00 3.000 1,500.00 51 RESET SURVEY MONUMENT EA 175.0000 22,750.00 0.000 0.00 52 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 328,800.00 32,722.000 261,776.00 53 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 9,900.00 28.000 4,200.00 54 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 5,500.00 7.000 3,500.00 55 RELOCATED OVERHEAD SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500.00 56 RELOCATE SIGN STRUCTURE EA 3,000.0000 12,000.00 1.000 3,000.00 57 MODIFY INLET EA 2,000.0000 50,000.00 2.000 4,000.00 58 MODIFY DROP STRUCTURE LS 3,600.0000 3,600.00 1.000 3,600.00 59 COLD PLAN ASPHALT CONCRETE PAVEMENT M2 1.7500 572,250.00 152,085.720 266,150.01 S) (100 MM, MAXIMUM) 60 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 112,000.00 110,713.080 110,713.08 S) (60 MM MAXIMUM) 61 COLD PLAN LEAN CONCRETE BASE M2 1.0000 26,200.00 0.000 0.00 S) (30 MM, MAXIMUM) 62 SAWCUT ASPHALT CONCRETE M 0.1000 6,400.00 28,089.000 2,808.90 (300 MM DEEP) 63 SAWCUT ASPHALT CONCRETE M 0.1000 370.00 3,385.000 338.50 (340 MM DEPTH) 64 REPLACE CONCRETE BARRIER (TYPE K) M 70.0000 151,900.00 0.000 0.00 65 REMOVE CONCRETE M3 80.0000 68,000.00 281.853 22,548.24 66 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 850.00 36.000 612.00 67 REMOVE CONCRETE CURB AND SIDEWALK M3 60.0000 6,000.00 0.000 0.00 68 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 4,000.00 98.800 1,976.00 98.800 1,976.00 69 REMOVE SOUND WALL M2 250.0000 500.00 2.000 500.00 70 REMOVE BRIDGE APPROACH RAILING EA 600.0000 9,600.00 0.000 0.00 71 RAILROAD TRACK REMOVAL M 8.0000 11,120.00 1,200.000 9,600.00 72 GRADE CROSSING REMOVAL M 75.0000 12,000.00 160.000 12,000.00 73 BRIDGE REMOVAL LS 76,000.0000 76,000.00 0.450 34,200.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 0.950 22,800.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.870 26,100.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 48,000.0000 48,000.00 1.000 48,000.00 PROGRAM CAS145 PAGE 4 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 17,000.0000 17,000.00 1.000 17,000.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 13,000.0000 13,000.00 0.900 11,700.00 79 600 MM PLASTIC PIPELINER M 150.0000 36,000.00 0.000 0.00 80 900 MM PLASTIC PIPELINER M 200.0000 80,000.00 0.000 0.00 81 1200 MM PLASTIC PIPELINER M 300.0000 150,000.00 0.000 0.00 82 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.910 163,800.00 83 DEVELOP WATER SUPPLY LS 315,000.0000 315,000.00 1.000 315,000.00 84 ROADWAY EXCAVATION M3 6.5000 8,515,000.00 905,147.800 5,883,460.70 85 ROADWAY EXCAVATION (TYPE Y) M3 7.0000 1,638,000.00 219,716.000 1,538,012.00 (AERIALLY DEPOSITED LEAD) 86 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 87 SHOULDER BACKING M3 2.0000 110,000.00 3,417.660 6,835.32 13,483.960 26,967.92 88 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 214,200.00 7,140.000 214,200.00 F) 89 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 115,200.00 27.300 218.40 9,425.060 75,400.48 90 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 200,700.00 576.000 25,920.00 3,827.000 172,215.00 F) 91 STRUCTURE BACKFILL (RETAINING WALL) M3 12.0000 128,400.00 470.200 5,642.40 7,655.630 91,867.56 92 PERVIOUS BACKFILL MATERIAL M3 120.0000 22,800.00 -119.200 -14,304.00 159.800 19,176.00 F) 93 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 40,800.00 188.300 11,298.00 441.210 26,472.60 WALL) 94 SAND BACKFILL M3 130.0000 137,800.00 26.440 3,437.20 95 HIGHWAY PLANTING LS 8,000.0000 8,000.00 0.000 0.00 S) 96 ROADSIDE CLEARING LS 9,000.0000 9,000.00 0.000 0.00 97 ROCK GRAVEL (TYPE 1) M2 8.0000 150,400.00 0.000 0.00 S) 98 DUFF HA 1,100.0000 143,000.00 78.030 85,833.00 S) 99 STRAW (EROSION CONTROL) TONN 225.0000 2,025.00 0.000 0.00 S) 00 FIBER (EROSION CONTROL) KG 0.8000 2,136.00 0.000 0.00 S) 01 COMPOST (EROSION CONTROL) KG 0.0200 200.00 0.000 0.00 S) 02 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 10,050.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 1.3000 1,742.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JUTE MESH M2 1.2500 27,750.00 0.000 0.00 S) 05 TRANSPLANT JOSHUA TREE EA 300.0000 4,800.00 0.000 0.00 S) 06 TRANSPLANT YUCCA PLANT EA 100.0000 2,100.00 0.000 0.00 S) 07 MAINTAIN EXISTING PLANTS LS 6,500.0000 6,500.00 0.064 416.00 0.457 2,970.50 S) 08 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 S) 09 IRRIGATION SYSTEM LS 133,000.0000 133,000.00 0.012 1,596.00 S) 10 200 MM CORRUGATED STEEL PIPE CONDUIT M 235.0000 49,350.00 77.420 18,193.70 S) (1.63 MM THICK) 11 300 MM WELDED STEEL PIPE CONDUIT M 500.0000 30,000.00 0.000 0.00 S) (6.35 MM THICK) 12 CLASS 2 AGGREGATE SUBBASE M3 10.0000 1,640,000.00 90,135.130 901,351.30 13 CLASS 2 AGGREGATE BASE M3 24.0000 2,042,400.00 81,344.390 1,952,265.36 14 AGGREGATE BASE (APPROACH SLAB) M3 75.0000 4,275.00 0.000 0.00 15 LEAN CONCRETE BASE M3 62.0000 7,316,000.00 55,528.770 3,442,783.74 16 ASPHALT TREATED PERMEABLE BASE M3 80.0000 41,600.00 122.740 9,819.20 17 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 32.0000 2,009,600.00 19,092.100 610,947.20 18 ASPHALT CONCRETE (TYPE C) TONN 34.0000 1,305,600.00 26,510.020 901,340.68 19 ASPHALT CONCRETE TONN 32.0000 8,192,000.00 22,528.360 720,907.52 192,139.140 6,148,452.48 20 ASPHALT CONCRETE (OPEN GRADED) TONN 33.0000 419,100.00 207.410 6,844.53 833.120 27,492.96 21 PAVING ASPHALT (PAINT BINDER) TONN 300.0000 567,000.00 153.910 46,173.00 559.250 167,775.00 22 PAVEMENT REINFORCING FABRIC M2 2.0000 1,900.00 0.000 0.00 23 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 164,000.00 208.000 832.00 AREA) 24 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6000 338.00 59.000 153.40 103.000 267.80 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 1.6000 5,200.00 416.000 665.60 1,890.000 3,024.00 26 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.6000 5,888.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6000 858.00 1,546.500 4,020.90 1,588.500 4,130.10 28 RUMBLE STRIP M 0.1000 6,690.00 897.000 89.70 29 CONCRETE PAVEMENT M3 74.5000 19,966,000.00 973.510 72,526.50 128,038.480 9,538,866.76 30 PLACE CONCRETE DIKE (TYPE C MODIFIED) M 5.0000 950.00 72.000 360.00 178.000 890.00 PROGRAM CAS145 PAGE 6 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE CONCRETE DIKE (TYPE D MODIFIED) M 5.0000 35,000.00 2,232.000 11,160.00 8,607.000 43,035.00 32 PLACE CONCRETE DIKE (TYPE F MODIFIED) M 5.0000 700.00 26.000 130.00 90.000 450.00 33 RUMBLE STRIP (PORTLAND CEMENT CONCRETE M 0.2500 17,950.00 33,997.000 8,499.25 S) PAVEMENT) (ROLLED-IN-INDICATATIONS) 34 SEAL PAVEMENT JOINT M 1.0000 364,000.00 205,107.990 205,107.99 35 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 38,125.00 1,570.064 39,251.60 36 DRIVE STEEL PILE (HP 250 X 62) EA 900.0000 160,200.00 178.000 160,200.00 S) 37 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 9,200.00 227.399 9,095.96 38 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 24,500.00 35.000 24,500.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 295,630.00 3,488.670 296,536.95 S) PILING 40 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 19,550.00 228.000 19,380.00 S) PILING (SOUND WALL) 41 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 6,290.00 74.000 6,290.00 S) PILING (SOUND WALL) 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 16,000.0000 16,000.00 1.000 16,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 275.0000 426,250.00 21.570 5,931.75 1,613.570 443,731.75 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 495.0000 2,450,250.00 2.900 1,435.50 4,632.270 2,292,973.65 F) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,161,000.00 26.730 6,014.25 3,270.730 735,914.25 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 285,000.00 433.060 216,530.00 F) (TYPE N) 48 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 312,000.00 26.180 15,708.00 293.610 176,166.00 F) (TYPE R) 49 STRUCTURAL CONCRETE,APPROACH SLAB M3 675.0000 24,300.00 36.000 24,300.00 F) (TYPE EQ MODIFIED) 50 STRUCTURAL CONCRETE,APPROACH SLAB M3 550.0000 22,550.00 17.620 9,691.00 17.620 9,691.00 F) (TYPE R MODIFIED) 51 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 546,000.00 586.920 381,498.00 52 CLASS 2 CONCRETE (CHANNEL LINING) M3 225.0000 99,000.00 127.270 28,635.75 53 CLASS 2 CONCRETE (HEADWALL) M3 700.0000 658,000.00 3.270 2,289.00 541.160 378,812.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 220,000.00 93.820 93,820.00 55 PAVING NOTCH EXTENSION M3 4,000.0000 60,000.00 1.100 4,400.00 8.810 35,240.00 56 CONCRETE SURFACE TEXTURE M2 100.0000 385,000.00 4,211.000 421,100.00 57 DRILL AND BOND DOWEL M 60.0000 166,200.00 1,053.100 63,186.00 PROGRAM CAS145 PAGE 7 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DRILLED HOLE (16 MM) M 30.0000 4,200.00 766.470 22,994.10 59 CLEAN EXPANSION JOINT M 30.0000 10,800.00 78.800 2,364.00 60 FURNISH POLYESTER CONCRETE OVERLAY M3 1,700.0000 18,700.00 6.700 11,390.00 6.700 11,390.00 61 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 15,000.00 98.800 7,410.00 98.800 7,410.00 62 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 420,000.00 3,786.200 473,275.00 S) 63 SOUND WALL (MASONRY BLOCK) M2 125.0000 117,500.00 843.530 105,441.25 S) 64 PTFE SPHERICAL BEARING EA 8,000.0000 64,000.00 8.000 64,000.00 S) 65 JOINT SEAL (TYPE A - MR 30 MM) M 70.0000 43,400.00 104.130 7,289.10 150.130 10,509.10 S) 66 JOINT SEAL (MR 15 MM) M 70.0000 7,000.00 28.060 1,964.20 28.060 1,964.20 S) 67 JOINT SEAL (MR 40 MM) M 310.0000 2,790.00 0.000 0.00 S) 68 BAR REINFORCING STEEL KG 1.1500 202,400.00 108.000 124.20 111,481.600 128,203.84 S) 69 BAR REINFORCING STEEL (BRIDGE) KG 1.0400 1,046,864.00 964,309.000 1,002,881.36 SF) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 306,600.00 2,102.000 2,207.10 203,698.006 213,882.91 S) 71 WATERPROOFING AND COVER M2 85.0000 43,350.00 510.000 43,350.00 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.3000 1,197,610.00 520,700.000 1,197,610.00 F) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 312,420.00 520,700.000 312,420.00 SF) 74 FURNISH CMS SIGN STRUCTURE KG 7.8000 122,460.00 15,780.000 123,084.00 75 INSTALL CMS SIGN STRUCTURE KG 0.7500 11,775.00 15,780.000 11,835.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 492,000.00 25,460.000 101,840.00 68,570.000 274,280.00 77 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 36,900.00 21,230.000 6,369.00 64,340.000 19,302.00 S) 78 760 MM CAST-IN-DRILLED-HOLE M 800.0000 51,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 920 MM CAST-IN-DRILLED-HOLE M 900.0000 99,000.00 103.500 93,150.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 1220 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 8.000 2,000.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 83 INSTALL SIGN OVERLAY M2 150.0000 300.00 18.100 2,715.00 84 CLEAN AND PAINT STRUCTURAL STEEL LS 250,000.0000 250,000.00 0.650 162,500.00 S) PROGRAM CAS145 PAGE 8 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RAILROAD BALLAST M3 40.0000 144,800.00 2,747.780 109,911.20 S) 86 RAILROAD SUBBALLAST M3 25.0000 125,000.00 4,021.490 100,537.25 S) 87 RAILROAD APPROACH RAILING (TYPE I) M 250.0000 15,500.00 62.000 15,500.00 88 RAILROAD APPROACH RAILING (TYPE II) M 640.0000 35,200.00 55.000 35,200.00 89 WOOD PLANK GRADE CROSSING M 350.0000 77,000.00 215.000 75,250.00 S) 90 RAILROAD TRACK M 250.0000 347,500.00 1,387.000 346,750.00 S) 91 375 MM ALTERNATIVE PIPE CULVERT M 140.0000 56,000.00 298.600 41,804.00 92 450 MM ALTERNATIVE PIPE CULVERT M 95.0000 73,150.00 515.300 48,953.50 93 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 124,000.00 302.900 60,580.00 94 750 MM ALTERNATIVE PIPE CULVERT M 175.0000 89,250.00 295.000 51,625.00 95 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 363,000.00 10.300 3,090.00 664.400 199,320.00 96 1050 MM ALTERNATIVE PIPE CULVERT M 400.0000 440,000.00 621.400 248,560.00 97 1200 MM ALTERNATIVE PIPE CULVERT M 250.0000 1,237,500.00 1,710.900 427,725.00 98 1350 MM ALTERNATIVE PIPE CULVERT M 500.0000 4,745,000.00 5,335.100 2,667,550.00 99 1650 MM ALTERNATIVE PIPE CULVERT M 700.0000 98,000.00 108.760 76,132.00 00 1950 MM ALTERNATIVE PIPE CULVERT M 700.0000 112,000.00 163.200 114,240.00 01 450 MM REINFORCED CONCRETE PIPE M 175.0000 16,625.00 68.300 11,952.50 02 600 MM REINFORCED CONCRETE PIPE M 180.0000 12,600.00 41.700 7,506.00 03 750 MM REINFORCED CONCRETE PIPE M 325.0000 19,500.00 44.000 14,300.00 04 900 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 46.800 21,060.00 05 1050 MM REINFORCED CONCRETE PIPE M 400.0000 48,000.00 55.400 22,160.00 06 1200 MM REINFORCED CONCRETE PIPE M 500.0000 70,000.00 37.500 18,750.00 07 1350 MM REINFORCED CONCRETE PIPE M 350.0000 178,500.00 363.500 127,225.00 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 18.0000 21,600.00 445.000 8,010.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 27,000.00 67.000 5,025.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 GRATED LINE DRAIN M 350.0000 18,550.00 46.500 16,275.00 PROGRAM CAS145 PAGE 9 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 300 MM CORRUGATED STEEL PIPE RISER M 500.0000 42,500.00 56.600 28,300.00 (1.63 MM THICK) 13 900 MM CORRUGATED STEEL PIPE RISER M 1,200.0000 216,000.00 164.650 197,580.00 (2.01 MM THICK) 14 375 MM STEEL FLARED END SECTION EA 300.0000 5,100.00 8.000 2,400.00 15 450 MM STEEL FLARED END SECTION EA 350.0000 8,750.00 11.000 3,850.00 16 600 MM STEEL FLARED END SECTION EA 350.0000 10,850.00 2.000 700.00 17 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 75.0000 48,750.00 35.000 2,625.00 467.600 35,070.00 18 ROCK SLOPE PROTECTION M3 80.0000 103,200.00 996.100 79,688.00 (FACING, METHOD B) 19 ROCK SLOPE PROTECTION M3 150.0000 153,000.00 22.500 3,375.00 683.400 102,510.00 (BACKING NO. 1, METHOD B) 20 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 75.0000 133,500.00 232.700 17,452.50 1,206.200 90,465.00 21 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 25,500.00 215.500 16,162.50 22 SLOPE PAVING (CONCRETE) M3 500.0000 23,500.00 69.040 34,520.00 91.529 45,764.50 23 ROCK SLOPE PROTECTION FABRIC M2 3.0000 33,300.00 343.700 1,031.10 6,807.800 20,423.40 24 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 50,000.00 53.730 26,865.00 76.900 38,450.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 75.0000 52,500.00 39.720 2,979.00 399.300 29,947.50 26 MISCELLANEOUS IRON AND STEEL KG 2.0000 60,000.00 14,125.000 28,250.00 S) 27 MISCELLANEOUS METAL KG 13.0000 18,720.00 1,311.250 17,046.25 SF)(RESTRAINER - PIPE TYPE) 28 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 25,480.00 1,960.000 25,480.00 SF) 29 FENCE (TYPE BW, 5 STRAND, METAL POST) M 6.5000 264,550.00 60,592.300 393,849.95 S) 30 FENCE (TYPE WM, METAL POST) M 6.5000 33,800.00 4,266.000 27,729.00 S) 31 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 150,300.00 1,095.840 32,875.20 S) 32 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 S) 33 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 1.000 1,500.00 S) 34 DELINEATOR (CLASS 1) EA 45.0000 18,000.00 0.000 0.00 35 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 82,080.00 127.010 6,858.54 S) 36 CORRUGATED METAL GUARD RAILING M 200.0000 30,000.00 150.000 30,000.00 S) 37 CONCRETE BARRIER (TYPE K) M 75.0000 385,500.00 3,233.000 242,475.00 38 CONCRETE BARRIER (TYPE K MODIFIED) M 85.0000 7,310.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 25) M 165.0000 12,870.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 27A) M 250.0000 5,000.00 0.000 0.00 41 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 54.0000 75,600.00 0.000 0.00 S) 42 CABLE RAILING M 24.0000 59,280.00 1,126.300 27,031.20 S) 43 TERMINAL SYSTEM (TYPE ET) EA 2,400.0000 12,000.00 1.000 2,400.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,650.0000 128,700.00 9.000 14,850.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 300.0000 13,800.00 8.000 2,400.00 S) 46 CONCRETE BARRIER (TYPE 60) M 132.0000 3,960.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60A) M 130.0000 14,950.00 100.540 13,070.20 F) 48 CONCRETE BARRIER (TYPE 60C) M 145.0000 78,300.00 427.000 61,915.00 49 CONCRETE BARRIER (TYPE 60D) M 100.0000 78,000.00 448.920 44,892.00 50 CONCRETE BARRIER M 150.0000 26,700.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 51 CONCRETE BARRIER (TYPE 60 W) M 400.0000 184,000.00 458.000 183,200.00 52 CONCRETE BARRIER (TYPE 736) M 80.0000 142,400.00 695.394 55,631.52 F) 53 CONCRETE BARRIER (TYPE 736SV) M 100.0000 3,000.00 30.000 3,000.00 54 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 18,900.00 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE M 0.5500 142,450.00 0.000 0.00 S) (SPRAYABLE) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 56,280.00 10,344.000 12,412.80 17,916.000 21,499.20 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 61,360.00 4,575.000 11,895.00 7,854.000 20,420.40 S) 58 PAVEMENT MARKER EA 7.5000 17,250.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 59 SIGNAL AND LIGHTING LS 105,000.0000 105,000.00 0.646 67,830.00 S) 60 SIGN DISCONNECT EA 400.0000 4,000.00 0.000 0.00 S) 61 RELOCATE MERCURY VAPOR SIGN LIGHTING EA 450.0000 900.00 0.000 0.00 S) EQUIPMENT 62 REMOVE SIGN LIGHTING EQUIPMENT EA 625.0000 1,875.00 0.000 0.00 S) 63 REMOVE SIGN DISCONNECT EA 115.0000 460.00 0.000 0.00 S) 64 INSTALL STATE FURNISHED MODEL 500 EA 4,000.0000 8,000.00 0.000 0.00 S) SIGN PANEL ASSEMBLY 65 RELOCATE MODEL 500 CHANGEABLE MESSAGE EA 1,000.0000 1,000.00 1.000 1,000.00 S) SIGN AND OVERHEAD SIGN TRUSS PROGRAM CAS145 PAGE 11 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 TYPE III SERVICE EQUIPMENT ENCLOSURE EA 2,500.0000 10,000.00 2.000 5,000.00 2.000 5,000.00 S) 67 MODIFY TYPE III SERVICE EQUIPMENT EA 600.0000 1,800.00 0.000 0.00 S) 68 TELEPHONE DEMARCATION CABINET EA 1,400.0000 1,400.00 0.000 0.00 S) 69 INSTALL MODEL 334 CABINET EA 1,100.0000 5,500.00 1.000 1,100.00 S) 70 MODIFY MODEL 334 CABINET FOR CLOSED EA 900.0000 1,800.00 0.000 0.00 S) CIRCUIT TELEVISION 71 5 KVA TRANSFORMER EA 800.0000 2,400.00 0.000 0.00 S) 72 15 KVA TRANSFORMER AND PAD EA 2,000.0000 6,000.00 0.000 0.00 S) 73 SIZE 27 CONDUIT M 12.0000 1,200.00 212.000 2,544.00 S) 74 SIZE 41 CONDUIT M 24.0000 164,640.00 32.000 768.00 5,238.000 125,712.00 S) 75 SIZE 53 CONDUIT M 32.0000 85,760.00 2.000 64.00 3,162.000 101,184.00 S) 76 SIZE 78 CONDUIT M 30.0000 66,900.00 7.000 210.00 2,361.000 70,830.00 S) 77 SIZE 103 CONDUIT M 70.0000 43,400.00 400.000 28,000.00 S) 78 SIZE 63 CONDUIT M 30.0000 1,800.00 0.000 0.00 S) 79 203 MM STEEL SLEEVE M 240.0000 24,000.00 59.000 14,160.00 S) 80 INDUCTIVE LOOP DETECTOR EA 550.0000 15,400.00 0.000 0.00 S) 81 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 3,700.0000 7,400.00 0.000 0.00 S) (CABINET MOUNTED) 82 CLOSED CIRCUIT TELEVISION ASSEMBLY EA 20,000.0000 20,000.00 0.000 0.00 S) (POLE MOUNTED) 83 SLOW SCAN VIDEO CODES EA 4,500.0000 13,500.00 0.000 0.00 S) 84 CELLULAR DIGITAL PACKET DATA CELLULAR EA 2,500.0000 15,000.00 0.000 0.00 S) ASSEMBLY 85 CAMERA POLE (CCTV 45) EA 2,500.0000 2,500.00 0.000 0.00 S) 86 RELOCATE ELECTROLIER EA 1,500.0000 22,500.00 4.000 6,000.00 7.000 10,500.00 S) 87 RETROFIT MODEL 500 CHANGEABLE MESSAGE EA 6,000.0000 6,000.00 1.000 6,000.00 S) SIGN WITH STATE FURNISHED ZENON LAMP MODULES AND 5 KVA TRANSFORMERS 88 150-WATT HIGH PRESSURE PENDANT SOFFIT EA 1,400.0000 5,600.00 0.000 0.00 S) LUMINAIRE 89 200-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 4,500.00 3.000 900.00 3.000 900.00 S) 90 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 300.0000 10,500.00 20.000 6,000.00 S) 91 250-WATT WALL SURFACE MOUNT LUMINAIRE EA 500.0000 4,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 MERCURY VAPOR SIGN LIGHTING FIXTURE EA 650.0000 12,350.00 0.000 0.00 S) 93 TYPE 15-SB LIGHTING STANDARD WITH EA 1,800.0000 27,000.00 3.000 5,400.00 3.000 5,400.00 S) LUMINAIRE ARM 94 TYPE 30 LIGHTING STANDARD WITH EA 2,200.0000 8,800.00 1.000 2,200.00 S) LUMINAIRE ARM 95 TYPE 31 LIGHTING STANDARD WITH EA 3,000.0000 42,000.00 4.000 12,000.00 S) LUMINAIRE ARM 96 FOUNDATION FOR ELECTROLLER OR CCTV POLE EA 360.0000 14,040.00 -5.000 -1,800.00 26.000 9,360.00 S) 97 TYPE 21 LIGHTING STANDARD WITH EA 1,500.0000 6,000.00 3.000 4,500.00 S) LUMINAIRE ARM 98 FUSED SPLICE CONNECTOR EA 125.0000 5,500.00 4.000 500.00 S) 99 REMOVE LUMINAIRE EA 120.0000 1,920.00 0.000 0.00 S) 00 CONDUCTOR (NO. 14) M 1.0000 1,150.00 197.000 197.00 S) 01 CONDUCTOR (NO. 12) M 3.5000 70.00 0.000 0.00 S) 02 CONDUCTOR (NO. 10) M 1.2000 6,780.00 4,998.000 5,997.60 5,625.000 6,750.00 S) 03 CONDUCTOR (NO. 8) M 1.7000 15,878.00 2,804.000 4,766.80 4,330.000 7,361.00 S) 04 CONDUCTOR (NO. 6) M 2.0000 12,860.00 5,480.000 10,960.00 7,400.000 14,800.00 S) 05 CONDUCTOR (NO. 4) M 3.0000 18,000.00 4,182.000 12,546.00 5,540.000 16,620.00 S) 06 CONDUCTOR (NO. 2) M 4.0000 18,160.00 1,885.000 7,540.00 S) 07 CONDUCTOR (NO. 1) M 5.0000 2,300.00 0.000 0.00 S) 08 CONDUCTOR (NO. 2/0) M 6.0000 36,600.00 7,173.000 43,038.00 7,173.000 43,038.00 S) 09 CONDUCTOR (NO. 4/0) M 30.0000 900.00 0.000 0.00 S) 10 CONDUCTOR (BARE NO. 8) M 2.0000 17,400.00 5,163.000 10,326.00 6,553.000 13,106.00 S) 11 TELEPHONE CABLE M 3.0000 6,900.00 0.000 0.00 S) 12 LOOP DETECTOR LEAD-IN CABLE M 2.0000 1,400.00 0.000 0.00 S) 13 NO. 5(T) PULL BOX EA 700.0000 70,000.00 17.000 11,900.00 81.000 56,700.00 S) 14 NO. 5 PULL BOX EA 400.0000 36,400.00 13.000 5,200.00 39.000 15,600.00 S) 15 NO. 6(E) PULL BOX EA 550.0000 20,900.00 2.000 1,100.00 27.000 14,850.00 S) 16 REMOVE PULL BOX EA 60.0000 780.00 9.000 540.00 S) 17 NO. 6 (E) (T) PULL BOX EA 1,200.0000 19,200.00 10.000 12,000.00 S) 18 NO. 9/9A STRUCTURE PULL BOX EA 400.0000 5,200.00 23.000 9,200.00 S) PROGRAM CAS145 PAGE 13 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 RECONSTRUCT ROCK SLOPE PROTECTION M3 65.0000 104,000.00 420.000 27,300.00 21 RELOCATE GRATE EA 100.0000 6,000.00 0.000 0.00 22 REMOVE SLOPE PAVING M2 10.0000 12,700.00 632.000 6,320.00 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 26,000.00 51,821.700 51,821.70 (30 MM MAXIMUM) 24 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 26,000.00 13.400 26,800.00 PILE (SIGN FOUNDATION) 25 ROCK SLOPE PROTECTION (2T, METHOD A) M3 75.0000 37,500.00 125.000 9,375.00 PROGRAM CAS145 PAGE 14 DATE 12/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3555U4 TIME 09:17 AM ESTIMATE NO. 25 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 12/19/03 R.E. NAME: FRAYWAT, NABIL DATE OF THIS ESTIMATE 12/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,307,758.47 56,273,257.05 ADJUSTMENT OF COMPENSATION 0.00 669,145.62 EXTRA WORK 261,496.89 1,485,677.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,569,255.36 58,428,080.61 26 MOBILIZATION LS 9800,000.0000 9,800,000.00 1.000 9,800,000.00 ORIGINAL CONTRACT AMOUNT 99,599,234.00 TOTAL WORK COMPLETED 2,569,255.36 68,228,080.61 MATERIALS ON HAND ON SITE 372,797.63 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -85,286.90 TOTAL 2,559,255.36 68,515,591.34 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 12/17/04 337 98 2 0 66% 58% PROGRESS IS SATISFACTORY FRAYWAT, NABIL RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 12/24/03