PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/20/04 EST. NO.33 TIME 10:02 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 0313 1,119.32 E.W. @ F.A.(+) 032604 N 1060.0 0322 521.51 060904 N 1219.0 0323 268.12 072804 N 1395.0 0324 518.53 072904 N 1396.0 0325 318.70 073004 N 1397.0 0326 151.75 072304 N 1405.0 0327 226.32 072104 N 1407.0 0328 299.04 072004 N 1408.0 0329 348.53 071904 N 1410.0 0330 307.27 072104 N 1411.0 0331 495.96 072004 N 1412.0 0332 116.37 072204 N 1413.0 0333 657.77 071704 N 1417.0 0334 642.81 071604 N 1418.0 0335 73.84 052704 N 1232.0 0336 126.46 072804 N 1391.0 0337 103.06 073104 N 1392.0 0338 484.51 072604 N 1393.0 0339 134.06 072704 N 1394.0 0340 184.56 062304 N 1239.0 0346 189.69 080204 N 1471.0 0348 268.12 080404 N 1473.0 0349 318.70 080504 N 1476.0 0350 141.65 080604 N 1477.0 002 0029 323.60 A.C. @ U.P.(+) 053104 N 1208.0 004 0012 1,108.71 A.C. @ L.S.(+) 071304 N 1231.0 0013 1,250.00 071204 N 1419.0 005 0182 1,137.32 E.W. @ F.A.(+) 072204 N 1399.0 0183 667.88 063004 N 1431.0 0184 289.67 063004 N 1432.0 0185 1,523.36 061804 N 1240.0 0186 1,261.61 062504 N 1244.0 006 0061 1,307.98 E.W. @ F.A.(+) 022704 N 1483.0 0062 1,523.83 032604 N 1485.0 009 0047 644.47 E.W. @ F.A.(+) 061404 N 1233.0 012 0023 21,413.59 A.C. @ L.S.(+) 100804 N RE0100 0024 2,285.79 101904 N RE0024 018 0009-1 -1,715.50 E.W. @ F.A.(+) 050902 N 0176.0 DAO CORRECTING ENTRY 0009-2 1,715.50 050902 N 0176.0 DAO CORRECTING ENTRY 0009-3 -1,715.50 050902 N 0176.0 DAO CORRECTING ENTRY 0043 36.52 051302 N 0177.1 0043-1 -36.52 051302 N 0177.1 DAO CORRECTING ENTRY 0044 1,479.21 050302 N 176.10 022 0003 500.79 E.W. @ F.A.(+) 061504 N 1245.0 082 0001 118.53 E.W. @ F.A.(+) 060304 N 1226.0 0002 198.05 071704 N 1416.0 088 0036 474.98 E.W. @ F.A.(+) 062804 N 1429.0 0038 386.93 061704 N 1241.0 0039 232.69 061704 N 1241.1 0041 406.35 061504 N 1243.0 0043 2,591.20 072304 N 1406.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/20/04 EST. NO.33 TIME 10:02 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 090 0001 2,657.47 E.W. @ F.A.(+) 070104 N 1434.0 103 0003 45.00 A.C. @ L.S.(+) 093004 N RE0003 0004 1,809.88 E.W. @ L.S.(+) 093004 N RE0004 108 0025-1 -1,038.11 E.W. @ F.A.(+) 040804 N 1078.0 DAO CORRECTING ENTRY 110 0001 1,792.45 E.W. @ F.A.(+) 072104 N 1401.1 112 0005 242.00 E.W. @ F.A.(+) 040704 N 1141.0 116 0001 810.43 E.W. @ F.A.(+) 050404 N 1148.0 0002 393.79 050504 N 1149.0 0003 102.22 050704 N 1150.0 0004 255.57 051104 N 1161.0 0005 3,110.25 050404 N 1221.0 0006 1,699.08 061804 N 1426.0 126 0001 1,094.39 E.W. @ F.A.(+) 042904 N 1218.0 134 0001 226.97 E.W. @ F.A.(+) 042304 N 1114.0 0003 987.56 050504 N 1173.0 136 0006 1,516.62 E.W. @ F.A.(+) 062804 N 1430.0 137 0001 3,637.78 E.W. @ F.A.(+) 032304 N 1484.0 66,771.04 TOTAL THIS ESTIMATE 4,401,727.87 TOTAL PREVIOUS ESTIMATE 4,468,498.91 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/20/04 EST. NO.33 TIME 10:02 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMIT ELECTRIAL -5,000.00 03 ELECTRICAL RECEIVED 5,000.00 04 RESTAKING CHARGES -5,400.00 07 DS11K NON COMPACT -40,000.00 08 RESTAKING CHARGES -5,400.00 08 DS11K NON COMPACT 40,000.00 09 RESTAKING CHARGES -2,000.00 09 RESTAKING CHARGE OCT -4,200.00 10 RESTAKINGCHARGENOV -10,000.00 11 RESTAKING CHARGE DEC 8,200.00 12 RESTAKING CHARGE JAN -1,800.00 12 CYLINDER#74 NON-COMP -600.00 14 RESTAKING CHARGE MAR -2,200.00 14 RESTAKING CHARGE APR -2,200.00 15 RESTAKING CHARGE MAY -1,800.00 16 RESTAKING CHARGE JUN -1,800.00 17 NON-MAINTAIN PLANTS -11,100.00 18 RESTAKING CHARGE JUL -2,000.00 18 RESTAKING CHARGE AUG -2,000.00 19 RESTAKING CHARGE SCP -2,400.00 20 RESTAKING PLANTS 11,100.00 20 RESTAKING CHARGE SEP -1,600.00 21 UNDERSDRAIN NON-COMP -20,000.00 21 RESTAKING CHARGE NOV -3,800.00 22 RESTAKING CHARGE DEC -400.00 23 UNDERDRAIN COMPLIED 20,000.00 27 RESTAKING CHARGE MAY -680.00 28 CLASS 3 AB FAILURE -1,690.00 29 OUT OF STATE INSPECT -5,000.00 29 OUT OF STATE INSPECT 5,000.00 30 OUT-OF-SPEC AB-3 -1,200.00 31 0.00 -44,970.00 EQUAL EMPLOYMENT OPPORTUNITY MAHER SUBCONTRACT -14,612.79 30 0.00 -14,612.79 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 PAYROLLS RECEIVED 10,000.00 04 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS SEP 10,000.00 10 MISSING PAYROLLS OCT -10,000.00 10 MISSINGPAYROLLSOCT 10,000.00 11 PUMP REPAIR + OTHERS -10,000.00 25 PUMP REPAIR 7,800.00 26 MISSING TRUCK PAYROL -10,000.00 32 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/20/04 EST. NO.33 TIME 10:02 AM R.E. NAME: MOUSSA, ELIAS 04-120614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING TRUCK PAYROL -10,000.00 33 -10,000.00 -22,200.00 TOTAL DEDUCTIONS -10,000.00 -81,782.79 PROGRAM CAS145 PAGE 1 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 LOCATION PROGRESS ESTIMATE 04-NAP-29-11.6/13.5 ----------------- R AND L BROSAMER, INC IN NAPA COUNTY IN NAPA ON ROUTE 29 P.O. BOX 238 FROM FIRST STREET OVERCROSSING TO ALAMO, CA 94507-0238 SIERRA AVENUE FED. AID NO. ACST-P029(89)E ,P-P029(89)E CONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCT RAILROAD TRACKS LS 850,000.0000 850,000.00 0.050 42,500.00 1.000 850,000.00 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 03 SURVEY OF EXISTING NON-HIGHWAY LS 75,000.0000 75,000.00 0.060 4,500.00 1.000 75,000.00 FACILITIES 04 VIBRATION MONITORING EA 100.0000 65,000.00 1,000.000 100,000.00 05 TEMPORARY MONITORING WELLS M 250.0000 47,500.00 183.500 45,875.00 06 TEMPORARY DECKING LS 3,000.0000 3,000.00 0.000 0.00 07 PROGRESS SCHEDULE (CRITICAL PATH) LS 50,000.0000 50,000.00 0.750 37,500.00 08 TIME-RELATED OVERHEAD WDAY 500.0000 455,000.00 21.000 10,500.00 546.000 273,000.00 09 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 19,500.00 1,695.805 25,437.08 10 4.3 M TEMPORARY GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 2.000 2,000.00 11 300 MM TEMPORARY CULVERT M 100.0000 15,400.00 32.490 3,249.00 108.300 10,830.00 12 300 MM TEMPORARY AFES EA 300.0000 900.00 0.000 0.00 13 JACKED 300 MM TEMPORARY CULVERT M 1,200.0000 15,600.00 0.000 0.00 14 450 MM TEMPORARY CULVERT M 300.0000 900.00 0.000 0.00 15 900 MM TEMPORARY CULVERT M 500.0000 17,500.00 0.000 0.00 16 1350 MM TEMPORARY CULVERT M 600.0000 72,000.00 134.200 80,520.00 17 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 18 NON-STORM WATER DISCHARGE LS 1000,000.0000 1,000,000.00 0.030 30,000.00 0.980 980,000.00 19 HEALTH AND SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 (HAZARDOUS MATERIAL) 20 PREPARE STORM WATER POLLUTION LS 3,150.0000 3,150.00 0.750 2,362.50 PREVENTION PLAN 21 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.050 6,250.00 0.980 122,500.00 S) 22 TEMPORARY COVER LS 10,000.0000 10,000.00 0.070 700.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,000.00 58.000 23,200.00 S) 24 TEMPORARY CONCRETE WASHOUT FACILITY LS 10,000.0000 10,000.00 0.070 700.00 1.000 10,000.00 25 TEMPORARY FENCE (TYPE ESA) M 15.0000 4,050.00 234.000 3,510.00 S) 26 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.046 1,150.00 1.000 25,000.00 27 TEMPORARY EROSION CONTROL M2 0.6000 60,000.00 49,416.000 29,649.60 S) 28 TEMPORARY SILT FENCE M 20.0000 6,000.00 0.000 0.00 S) 29 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.700 17,500.00 S) 30 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.980 196,000.00 S) 31 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 30,000.00 0.250 2,500.00 3.000 30,000.00 S) 32 TEMPORARY RAILING (TYPE K) M 30.0000 322,500.00 11,297.256 338,917.68 S) 33 TEMPORARY CRASH CUSHION MODULE EA 300.0000 75,000.00 294.300 88,290.00 S) 34 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 3,000.00 1.000 3,000.00 35 ABANDON CULVERT EA 2,000.0000 6,000.00 1.000 2,000.00 36 ABANDON INLET EA 1,000.0000 3,000.00 1.000 1,000.00 37 OBLITERATE SURFACING M2 2.0000 22,600.00 1,135.000 2,270.00 11,300.000 22,600.00 38 REMOVE CHAIN LINK FENCE M 20.0000 26,400.00 1,592.019 31,840.38 39 RECONSTRUCT STEEL GATE LS 1,500.0000 1,500.00 1.000 1,500.00 40 REMOVE METAL BEAM GUARD RAILING M 40.0000 8,000.00 212.554 8,502.16 41 REMOVE FLARED END SECTION EA 400.0000 400.00 1.000 400.00 42 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 12,750.00 462.050 1,386.15 11,677.996 35,033.99 43 REMOVE PAVEMENT MARKING M2 50.0000 6,000.00 129.434 6,471.70 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 1,044.068 3,132.20 45 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 10,500.00 1.220 12.20 STRIPE 46 REMOVE PAVEMENT MARKER EA 3.0000 1,470.00 54.000 162.00 1,433.000 4,299.00 47 REMOVE ASPHALT CONCRETE DIKE M 6.0000 780.00 15.000 90.00 48 REMOVE CULVERT M 100.0000 53,000.00 5.000 500.00 504.160 50,416.00 49 REMOVE INLET EA 1,000.0000 9,000.00 9.000 9,000.00 PROGRAM CAS145 PAGE 3 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE HEADWALL EA 1,000.0000 5,000.00 1.000 1,000.00 4.000 4,000.00 51 REMOVE MANHOLE EA 1,000.0000 5,000.00 5.000 5,000.00 52 REMOVE BASE AND SURFACING M3 30.0000 4,800.00 49.586 1,487.58 53 SALVAGE SINGLE THRIE BEAM BARRIER M 15.0000 10,500.00 461.160 6,917.40 54 SALVAGE DOUBLE THRIE BEAM BARRIER M 20.0000 12,200.00 745.690 14,913.80 55 SALVAGE ROADSIDE SIGN EA 100.0000 5,000.00 46.000 4,600.00 56 RECONSTRUCT CHAIN LINK FENCE M 40.0000 11,120.00 194.600 7,784.00 278.000 11,120.00 57 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 0.000 0.00 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 33,250.00 6,565.290 32,826.45 S) (45 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 6,480.00 540.000 6,480.00 S) (60 MM MAXIMUM) 60 REMOVE CONCRETE PAVEMENT M3 125.0000 11,250.00 30.805 3,850.63 61 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 125.0000 9,500.00 25.570 3,196.25 62 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 1,650.00 3.558 533.70 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 150.0000 16,500.00 102.050 15,307.50 64 REMOVE CONCRETE (CURB, GUTTER, AND M3 150.0000 27,000.00 129.402 19,410.30 SIDEWALK) 65 REMOVE SOUND WALL LS 8,000.0000 8,000.00 1.000 8,000.00 66 CLEARING AND GRUBBING LS 49,500.0000 49,500.00 1.000 49,500.00 67 DEVELOP WATER SUPPLY LS 27,000.0000 27,000.00 1.000 27,000.00 68 ROADWAY EXCAVATION M3 10.0000 4,110,000.00 417,113.311 4,171,133.11 69 ROADWAY EXCAVATION (TYPE Y) M3 25.0000 225,000.00 8,996.415 224,910.38 (AERIALLY DEPOSITED LEAD) 70 ROADWAY EXCAVATION (TYPE R) M3 75.0000 101,250.00 8,510.000 638,250.00 71 STRUCTURE EXCAVATION, INVERTED SIPHON M3 100.0000 222,000.00 2,220.000 222,000.00 F) 72 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 1,268,000.00 3,209.000 1,283,600.00 F) 73 STRUCTURE EXCAVATION (PUMPING PLANT) M3 130.0000 591,500.00 4,580.000 595,400.00 F) 74 STRUCTURE EXCAVATION, RETAINING WALL M3 75.0000 436,875.00 6,036.000 452,700.00 F) (TYPE D) 75 STRUCTURE BACKFILL M3 40.0000 72,000.00 1,838.000 73,520.00 F) (PUMPING PLANT) (TYPE A) 76 STRUCTURE BACKFILL, INVERTED SIPHON M3 40.0000 38,000.00 950.000 38,000.00 F) PROGRAM CAS145 PAGE 4 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 209,000.00 2,129.000 212,900.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 350,000.00 7,112.000 355,600.00 F) 79 SAND BACKFILL M3 200.0000 5,400.00 0.000 0.00 80 DITCH EXCAVATION M3 15.0000 7,500.00 222.810 3,342.15 280.410 4,206.15 81 SUBGRADE ENHANCEMENT FABRIC M2 3.0000 21,720.00 22,721.466 68,164.40 82 EROSION CONTROL (BLANKET) M2 5.0000 25,050.00 139.350 696.75 S) 83 MOVE IN/MOVE OUT (EROSION CONTROL) EA 1,000.0000 6,000.00 1.000 1,000.00 4.000 4,000.00 S) 84 MOVE IN/MOVE OUT EA 1,000.0000 6,000.00 3.000 3,000.00 F) (TEMPORARY EROSION CONTROL) 85 STRAW (EROSION CONTROL) TONN 400.0000 18,000.00 50.400 20,160.00 81.472 32,588.80 S) 86 FIBER (EROSION CONTROL) KG 1.0000 7,170.00 8,064.000 8,064.00 12,757.374 12,757.37 S) 87 FIBER ROLLS M 15.0000 77,550.00 1,897.000 28,455.00 6,974.680 104,620.20 S) 88 COMPOST (EROSION CONTROL) KG 0.7500 15,525.00 23.688 17.77 12,189.048 9,141.79 S) 89 PURE LIVE SEED - TYPE 1 KG 50.0000 16,500.00 326.800 16,340.00 482.996 24,149.80 S) (EROSION CONTROL) 90 PURE LIVE SEED - TYPE 2 KG 75.0000 6,525.00 92.300 6,922.50 92.300 6,922.50 S) (EROSION CONTROL) 91 PURE LIVE SEED - TYPE 3 KG 75.0000 1,050.00 12.870 965.25 12.870 965.25 S) (EROSION CONTROL) 92 PURE LIVE SEED - TYPE 4 KG 75.0000 12,750.00 245.300 18,397.50 366.910 27,518.25 S) (EROSION CONTROL) 93 PURE LIVE SEED - TYPE 5 KG 75.0000 6,825.00 13.250 993.75 S) (EROSION CONTROL) 94 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 6,320.00 1,050.410 4,201.64 S) 95 INITIAL SITE WORK LS 6,000.0000 6,000.00 1.000 6,000.00 S) 96 MAINTAIN EXISTING PLANTING LS 100,000.0000 100,000.00 0.070 7,000.00 1.000 100,000.00 S) 97 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 S) 98 150 MM PLASTIC PIPE SCH 40 SUPPLY LINE M 40.0000 3,160.00 79.000 3,160.00 99 200 MM CORRUGATED HIGH DENSITY M 80.0000 12,000.00 126.855 10,148.40 S) POLYETHYLENE PIPE CONDUIT 00 CLASS 4 AGGREGATE SUBBASE M3 40.0000 432,000.00 81.812 3,272.48 12,760.967 510,438.68 01 CLASS 2 AGGREGATE BASE M3 65.0000 29,575.00 878.958 57,132.27 02 CLASS 3 AGGREGATE BASE M3 50.0000 845,000.00 -1,275.717 -63,785.85 14,998.528 749,926.40 03 ASPHALT TREATED PERMEABLE BASE M3 90.0000 367,200.00 17.328 1,559.52 3,931.215 353,809.35 PROGRAM CAS145 PAGE 5 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION TONN 400.0000 2,160.00 11.624 4,649.60 27.759 11,103.60 05 ASPHALT CONCRETE TONN 56.0000 2,100,000.00 288.150 16,136.40 37,050.400 2,074,822.40 06 ASPHALT CONCRETE (OPEN GRADED) TONN 55.0000 166,650.00 2,577.600 141,768.00 2,577.600 141,768.00 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,800.00 68.600 686.00 854.560 8,545.60 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,760.00 2,795.700 11,182.80 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 3,760.00 909.800 3,639.20 10 FURNISH PILING (CLASS 900C) M 50.0000 152,100.00 5,291.620 264,581.00 11 DRIVE PILE (CLASS 900C) EA 1,000.0000 220,000.00 349.000 349,000.00 S) 12 FURNISH PILING (CLASS 625C) M 40.0000 79,800.00 246.377 9,855.08 13 DRIVE PILE (CLASS 625C) EA 1,000.0000 153,000.00 24.000 24,000.00 S) 14 FURNISH PILING (CLASS 400C) M 40.0000 371,400.00 9,211.391 368,455.64 15 DRIVE PILE (CLASS 400C) EA 800.0000 770,400.00 962.000 769,600.00 S) 16 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 374,200.00 1,440.382 288,076.40 S) PILING (SOUND WALL) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 S) 18 TIEDOWN ANCHOR EA 3,000.0000 150,000.00 50.000 150,000.00 S) 19 SEAL COURSE CONCRETE M3 300.0000 192,000.00 622.000 186,600.00 20 STRUCTURAL CONCRETE, BOX CULVERT M3 1,000.0000 180,000.00 171.000 171,000.00 21 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 226,800.00 583.500 233,400.00 F) 22 STRUCTURAL CONCRETE, INVERTED SIPHON M3 400.0000 248,000.00 620.000 248,000.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,465,000.00 2,930.861 1,465,430.50 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 380.0000 1,011,940.00 2,722.000 1,034,360.00 F) 25 STRUCTURE CONCRETE (PUMPING PLANT) M3 450.0000 405,000.00 5.000 2,250.00 890.780 400,851.00 F) 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 6,800.00 17.000 6,800.00 F) (TYPE RAILROAD) 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 62,000.00 155.000 62,000.00 F) (TYPE N) 28 CLASS 3 CONCRETE M3 300.0000 42,000.00 0.000 0.00 29 MINOR CONCRETE (BROOM FINISH) M2 45.0000 104,850.00 2,193.090 98,689.05 30 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 505,000.00 19.754 9,877.00 709.775 354,887.50 F) PROGRAM CAS145 PAGE 6 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (BACKFILL) M3 105.0000 267,750.00 1,984.150 208,335.75 32 ARCHITECTUAL TREATMENT M2 90.0000 25,200.00 280.000 25,200.00 F) (CHISELED LIMESTONE) 33 ARCHITECTUAL TREATMENT M2 100.0000 81,500.00 815.000 81,500.00 F) (FRACTURED RIB/GRAPEVINE PATTERN) 34 FRACTURED RIB TEXTURE M2 50.0000 38,000.00 833.000 41,650.00 F) 35 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 156,875.00 1,268.440 158,555.00 SF) 36 SOUND WALL (MASONRY BLOCK) M2 125.0000 245,000.00 1,985.600 248,200.00 SF) 37 MASONRY BLOCK VENEER M2 75.0000 23,250.00 310.000 23,250.00 S) 38 JOINT SEAL ASSEMBLY (MR 60 MM) M 300.0000 3,000.00 10.000 3,000.00 S) 39 JOINT SEAL (MR 40 MM) M 200.0000 13,200.00 66.000 13,200.00 S) 40 BAR REINFORCING STEEL KG 1.5000 27,300.00 18,200.000 27,300.00 F) 41 BAR REINFORCING STEEL, KG 1.5000 84,300.00 56,200.000 84,300.00 SF)INVERTED SIPHON 42 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 850,050.00 573,019.800 859,529.70 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 352,050.00 236,795.000 355,192.50 SF) 44 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 360.00 0.000 0.00 45 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.5000 142,950.00 93,355.000 140,032.50 SF) 46 WATERPROOFING AND COVER M2 35.0000 46,970.00 1,342.000 46,970.00 SF) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 57,050.00 5,300.000 26,500.00 12,850.000 64,250.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 8,557.50 5,300.000 3,975.00 12,850.000 9,637.50 SF) 49 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 14,400.00 13.500 16,200.00 CONCRETE PILE (SIGN FOUNDATION) 50 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 8,000.00 11.000 17,600.00 CONCRETE PILE (SIGN FOUNDATION) 51 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 13.000 2,925.00 45.000 10,125.00 52 ROADSIDE SIGN - TWO POST EA 500.0000 6,500.00 4.000 2,000.00 8.000 4,000.00 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 3.000 450.00 6.000 900.00 METHOD) 54 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 423,000.00 2,812.300 421,845.00 55 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 63,000.00 402.000 70,350.00 56 900 MM ALTERNATIVE PIPE CULVERT M 225.0000 1,125.00 1.000 225.00 57 1050 MM ALTERNATIVE PIPE CULVERT M 900.0000 1,881,000.00 2,012.280 1,811,052.00 PROGRAM CAS145 PAGE 7 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 1500 MM ALTERNATIVE PIPE CULVERT M 300.0000 28,800.00 95.000 28,500.00 59 300 MM REINFORCED CONCRETE PIPE M 150.0000 900.00 2.000 300.00 6.000 900.00 60 375 MM REINFORCED CONCRETE PIPE M 150.0000 45,000.00 40.000 6,000.00 297.479 44,621.85 61 450 MM REINFORCED CONCRETE PIPE M 175.0000 15,750.00 92.000 16,100.00 227.000 39,725.00 62 600 MM REINFORCED CONCRETE PIPE M 240.0000 26,400.00 107.000 25,680.00 63 750 MM REINFORCED CONCRETE PIPE M 275.0000 25,300.00 83.630 22,998.25 64 300 MM CORRUGATED STEEL PIPE M 300.0000 300.00 0.000 0.00 65 450 MM CORRUGATED STEEL PIPE M 175.0000 10,850.00 67.200 11,760.00 66 450 MM CORRUGATED STEEL PIPE WITH MEC M 200.0000 2,400.00 0.000 0.00 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 70 80 MM PLASTIC PIPE (EDGE DRAIN) M 15.0000 73,500.00 4,900.599 73,508.99 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 73 FILTER FABRIC M2 0.8000 87,200.00 71,066.658 56,853.33 74 CLASS 3 PERMEABLE MATERIAL M3 50.0000 815,000.00 -170.277 -8,513.85 16,234.639 811,731.95 75 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 320,760.00 5,005.442 300,326.52 76 WELDED STEEL PIPE CASING (BRIDGE) M 175.0000 8,225.00 23.500 4,112.50 77 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 400.0000 2,400.00 6.950 2,780.00 78 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 100.0000 18,000.00 172.800 17,280.00 79 450 MM STEEL SPIRAL RIB PIPE M 300.0000 3,300.00 11.000 3,300.00 (2 MM THICK) 80 1350 MM TEMPORARY WSP M 1,000.0000 17,000.00 0.000 0.00 81 1500 MM WELDED STEEL PIPE M 1,000.0000 30,000.00 0.000 0.00 (9.53 MM THICK) 82 1800 MM WELDED STEEL PIPE M 2,000.0000 460,000.00 230.000 460,000.00 (6.35 MM THICK) 83 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 2.000 500.00 84 1800 MM AUTOMATIC DRAINAGE GATE EA 10,000.0000 20,000.00 2.000 20,000.00 PROGRAM CAS145 PAGE 8 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 1800 MM SLIDE HEADGATE EA 10,000.0000 20,000.00 2.000 20,000.00 86 600 MM KNIFE GATE VALVE EA 5,000.0000 20,000.00 4.000 20,000.00 87 900 MM REINFORCED CONCRETE PIPE RISER M 500.0000 31,000.00 58.500 29,250.00 88 CITY MANHOLE EA 2,500.0000 15,000.00 7.000 17,500.00 89 DRAINAGE PULL BOX EA 500.0000 2,500.00 5.000 2,500.00 90 SLOPE PAVING (CONCRETE) M3 350.0000 24,500.00 70.000 24,500.00 91 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 52,500.00 502.158 376,618.50 CONSTRUCTION) 92 MINOR CONCRETE (GUTTER) M 80.0000 31,600.00 427.000 34,160.00 F) 93 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,750.00 64.700 3,235.00 94 DRAINAGE PUMPING EQUIPMENT LS 250,000.0000 250,000.00 0.950 237,500.00 S) 95 PUMPING PLANT ELECTRICAL EQUIPMENT LS 50,000.0000 50,000.00 0.200 10,000.00 0.950 47,500.00 S) 96 MISCELLANEOUS IRON AND STEEL KG 2.5000 80,000.00 2,204.000 5,510.00 30,817.000 77,042.50 F) 97 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 30,300.00 5,050.000 30,300.00 SF) 98 PUMPING PLANT METAL WORK KG 10.0000 56,000.00 224.000 2,240.00 5,544.000 55,440.00 SF) 99 INVERTED SIPHON METAL WORK KG 10.0000 150,000.00 15,000.000 150,000.00 SF) 00 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 12,000.00 192.500 5,775.00 279.500 8,385.00 01 INSTALL TEMPORARY GATE LS 1,000.0000 1,000.00 0.000 0.00 02 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 400.0000 800.00 0.000 0.00 03 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200.00 04 DELINEATOR (CLASS 1) EA 30.0000 1,500.00 40.000 1,200.00 40.000 1,200.00 05 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 0.000 0.00 06 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 27,750.00 546.860 41,014.50 S) 07 CHAIN LINK RAILING (TYPE 7) M 100.0000 68,200.00 676.000 67,600.00 SF) 08 CHAIN LINK RAILING (TYPE 7L) M 100.0000 27,200.00 272.000 27,200.00 SF) 09 TUBULAR HANDRAILING M 150.0000 2,850.00 19.000 2,850.00 SF) 10 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 37,000.00 296.000 37,000.00 SF) 11 CONCRETE BARRIER (TYPE 26 MODIFIED) M 175.0000 25,725.00 147.000 25,725.00 SF) PROGRAM CAS145 PAGE 9 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 27A) M 130.0000 39,000.00 300.000 39,000.00 F) 13 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 150.0000 47,700.00 18.374 2,756.10 318.000 47,700.00 F) 14 SINGLE THRIE BEAM BARRIER (WOOD POST) M 50.0000 36,000.00 118.200 5,910.00 711.500 35,575.00 S) 15 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 79,200.00 480.400 28,824.00 1,189.200 71,352.00 S) 16 CABLE RAILING M 45.0000 18,990.00 523.000 23,535.00 SF) 17 RETURN SECTION (THRIE BEAM BARRIER) EA 120.0000 240.00 1.000 120.00 S) 18 TERMINAL SECTION (TYPE C) EA 120.0000 840.00 2.000 240.00 S) 19 TERMINAL SYSTEM (TYPE ET) EA 300.0000 300.00 0.000 0.00 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 5.000 10,000.00 21 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 300.0000 900.00 4.000 1,200.00 S) 22 CRASH CUSHION MODULE, SAND FILLED EA 325.0000 13,650.00 14.000 4,550.00 42.000 13,650.00 23 CONCRETE BARRIER (TYPE 60D) M 110.0000 73,700.00 711.500 78,265.00 24 CONCRETE BARRIER (TYPE 60D MODIFIED) M 150.0000 30,300.00 42.000 6,300.00 202.000 30,300.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 21,350.00 496.210 17,367.35 S) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,600.00 8,247.170 8,247.17 11,780.720 11,780.72 S) 27 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 360.00 132.600 265.20 S) 28 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 780.00 394.000 788.00 S) (BROKEN 2.44 M - 1.22 M) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,075.00 565.380 1,413.45 1,911.080 4,777.70 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,150.00 92.700 231.75 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 270.00 388.600 388.60 1,577.110 1,577.11 S) (BROKEN 1.83 M - 0.30 M) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,430.00 65.830 65.83 205.830 205.83 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 6,600.00 34,197.388 17,098.69 S) 34 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 6,400.00 695.636 13,912.72 S) 35 PAVEMENT MARKER EA 1.5000 1,800.00 1,224.000 1,836.00 1,523.000 2,284.50 S) (NON-REFLECTIVE TYPE A) 36 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 160.00 8.000 64.00 8.000 64.00 S) TYPE C) 37 PAVEMENT MARKER EA 8.0000 2,720.00 277.000 2,216.00 702.000 5,616.00 S) (RETRORELECTIVE SPECIAL TYPE D) 38 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 8,960.00 407.000 3,256.00 1,607.000 12,856.00 S) TYPE G) PROGRAM CAS145 PAGE 10 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 5,680.00 118.000 944.00 909.000 7,272.00 S) TYPE H) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.030 6,000.00 0.980 196,000.00 S) 41 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 42 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.050 3,750.00 0.950 71,250.00 S) 43 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 44 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 45 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 46 LIGHTING (POC) LS 50,000.0000 50,000.00 0.500 25,000.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.050 5,000.00 0.950 95,000.00 S) 48 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.100 20,000.00 0.950 190,000.00 S) 49 305 MM DIP WATER MAIN INSIDE BRIDGE M 200.0000 11,800.00 52.770 10,554.00 50 305 MM DIP WATER MAIN - BURIED M 300.0000 19,800.00 60.007 18,002.10 51 305 MM BUTTERFLY VALVE EA 1,500.0000 3,000.00 2.000 3,000.00 52 305 MM FLEXIBLE EXPANSION JOINT EA 2,000.0000 4,000.00 2.000 4,000.00 53 TIE-IN TO EXISTING 305 MM WATER MAIN EA 2,500.0000 5,000.00 2.000 5,000.00 54 203 MM DIP WATER MAIN (BURIED) M 200.0000 84,000.00 452.071 90,414.20 55 FIRE HYDRANT EA 1,500.0000 4,500.00 3.000 4,500.00 56 WATER SERVICES EA 3,000.0000 6,000.00 10.000 30,000.00 57 TIE-IN TO EXISTING 203 MM WATER MAIN EA 1,500.0000 6,000.00 4.000 6,000.00 58 TRASH RACK EA 500.0000 1,000.00 2.000 1,000.00 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 15,000.0000 15,000.00 0.050 750.00 0.980 14,700.00 SYSTEM DATA DELIVERY 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 26,100.00 357.492 21,449.52 63 1050 MM REINFORCED CONCRETE PIPE M 5,000.0000 130,000.00 0.000 0.00 (JACKED) 64 TEMPORARY FENCE (TYPE CL-2.4) M 15.0000 2,100.00 134.000 2,010.00 WITH CONCRETE FOOTING FOR POSTS PROGRAM CAS145 PAGE 11 DATE 10/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 10:02 AM ESTIMATE NO. 33 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 10/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 530,160.77 32,629,349.34 ADJUSTMENT OF COMPENSATION 26,426.69 2,455,904.55 EXTRA WORK 40,344.35 2,012,594.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 596,931.81 37,097,848.25 65 MOBILIZATION LS 3450,000.0000 3,450,000.00 1.000 3,450,000.00 ORIGINAL CONTRACT AMOUNT 35,907,917.50 TOTAL WORK COMPLETED 596,931.81 40,547,848.25 MATERIALS ON HAND ON SITE 769,405.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -81,782.79 TOTAL 586,931.81 41,235,470.56 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 01/22/02 910 02/06/02 02/06/02 12/23/04 547 127 -250 5 97% 82% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/04