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 09/23/03 EST. NO.20 TIME 02:40 PM 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 --------------------------------------------------------------------------- 005 0109 149.69 E.W. @ F.A.(+) 041403 N 0471.1 029 0002 4,172.50 E.W. @ L.S.(+) 091902 Y RE0002 038 0016-1 -10,009.20 E.W. @ F.A.(+) 060303 N 0611.0 DAO CORRECTING ENTRY 076 0001 7,187.00 E.W. @ L.S.(+) 091603 Y RE0001 077 0001 2,951.68 E.W. @ F.A.(+) 030403 N 0435.0 0002 1,432.96 030503 N 0436.0 0003 2,325.70 121202 N 354.C0 0004 550.63 121602 N 355.C0 0005 1,019.90 041203 N 469.C0 0006 1,212.28 040903 N 470.C0 0007 986.91 041403 N 472.C0 11,980.05 TOTAL THIS ESTIMATE 3,086,270.63 TOTAL PREVIOUS ESTIMATE 3,098,250.68 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 09/23/03 EST. NO.20 TIME 02:40 PM 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 8,700.00 -35,600.00 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 0.00 0.00 TOTAL DEDUCTIONS 8,700.00 -35,600.00 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-29-11.6/13.5 ----------------------- R AND L BROSAMER INC IN NAPA COUNTY IN NAPA ON ROUTE 29 P.P. 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 0.700 595,000.00 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 0.010 750.00 0.910 68,250.00 FACILITIES 04 VIBRATION MONITORING EA 100.0000 65,000.00 62.000 6,200.00 949.000 94,900.00 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 18.000 9,000.00 362.000 181,000.00 09 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 19,500.00 1,610.425 24,156.38 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 75.810 7,581.00 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 0.740 740,000.00 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 0.027 3,375.00 0.544 68,000.00 S) 22 TEMPORARY COVER LS 10,000.0000 10,000.00 0.027 270.00 0.544 5,440.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.000 12,400.00 S) 24 TEMPORARY CONCRETE WASHOUT FACILITY LS 10,000.0000 10,000.00 0.027 270.00 0.544 5,440.00 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 0.951 23,775.00 27 TEMPORARY EROSION CONTROL M2 0.6000 60,000.00 14,047.000 8,428.20 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 0.500 12,500.00 S) 30 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.027 5,400.00 0.544 108,800.00 S) 31 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 30,000.00 2.000 20,000.00 S) 32 TEMPORARY RAILING (TYPE K) M 30.0000 322,500.00 7.248 217.44 6,992.311 209,769.33 S) 33 TEMPORARY CRASH CUSHION MODULE EA 300.0000 75,000.00 201.600 60,480.00 S) 34 ABANDON REINFORCED CONCRETE BOX EA 3,000.0000 3,000.00 0.000 0.00 35 ABANDON CULVERT EA 2,000.0000 6,000.00 0.000 0.00 36 ABANDON INLET EA 1,000.0000 3,000.00 0.000 0.00 37 OBLITERATE SURFACING M2 2.0000 22,600.00 0.000 0.00 38 REMOVE CHAIN LINK FENCE M 20.0000 26,400.00 1,552.019 31,040.38 39 RECONSTRUCT STEEL GATE LS 1,500.0000 1,500.00 0.000 0.00 40 REMOVE METAL BEAM GUARD RAILING M 40.0000 8,000.00 172.274 6,890.96 41 REMOVE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 42 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 12,750.00 5,267.038 15,801.11 9,837.586 29,512.76 43 REMOVE PAVEMENT MARKING M2 50.0000 6,000.00 -35.016 -1,750.80 108.554 5,427.70 44 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 886.858 2,660.57 45 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 10,500.00 0.000 0.00 STRIPE 46 REMOVE PAVEMENT MARKER EA 3.0000 1,470.00 52.000 156.00 866.000 2,598.00 47 REMOVE ASPHALT CONCRETE DIKE M 6.0000 780.00 15.000 90.00 48 REMOVE CULVERT M 100.0000 53,000.00 183.200 18,320.00 314.160 31,416.00 49 REMOVE INLET EA 1,000.0000 9,000.00 4.000 4,000.00 PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 REMOVE MANHOLE EA 1,000.0000 5,000.00 5.000 5,000.00 5.000 5,000.00 52 REMOVE BASE AND SURFACING M3 30.0000 4,800.00 0.000 0.00 53 SALVAGE SINGLE THRIE BEAM BARRIER M 15.0000 10,500.00 426.720 6,400.80 54 SALVAGE DOUBLE THRIE BEAM BARRIER M 20.0000 12,200.00 369.570 7,391.40 55 SALVAGE ROADSIDE SIGN EA 100.0000 5,000.00 40.000 4,000.00 56 RECONSTRUCT CHAIN LINK FENCE M 40.0000 11,120.00 0.000 0.00 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 0.000 0.00 S) (45 MM MAXIMUM) 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 6,480.00 0.000 0.00 S) (60 MM MAXIMUM) 60 REMOVE CONCRETE PAVEMENT M3 125.0000 11,250.00 7.445 930.63 7.445 930.63 61 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 125.0000 9,500.00 22.025 2,753.13 33.597 4,199.63 62 REMOVE CONCRETE (CURB AND GUTTER) M3 150.0000 1,650.00 2.458 368.70 3.558 533.70 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 150.0000 16,500.00 55.760 8,364.00 64 REMOVE CONCRETE (CURB, GUTTER, AND M3 150.0000 27,000.00 1.637 245.55 101.863 15,279.45 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 10,000.000 100,000.00 400,000.000 4,000,000.00 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 11,247.200 843,540.00 71 STRUCTURE EXCAVATION, INVERTED SIPHON M3 100.0000 222,000.00 1,554.000 155,400.00 F) 72 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 1,268,000.00 70.000 28,000.00 3,098.000 1,239,200.00 F) 73 STRUCTURE EXCAVATION (PUMPING PLANT) M3 130.0000 591,500.00 4,294.000 558,220.00 F) 74 STRUCTURE EXCAVATION, RETAINING WALL M3 75.0000 436,875.00 5,825.000 436,875.00 F) (TYPE D) 75 STRUCTURE BACKFILL M3 40.0000 72,000.00 1,788.000 71,520.00 F) (PUMPING PLANT) (TYPE A) 76 STRUCTURE BACKFILL, INVERTED SIPHON M3 40.0000 38,000.00 396.000 15,840.00 F) PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,369.000 136,900.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 350,000.00 972.000 48,600.00 4,329.000 216,450.00 F) 79 SAND BACKFILL M3 200.0000 5,400.00 0.000 0.00 80 DITCH EXCAVATION M3 15.0000 7,500.00 0.000 0.00 81 SUBGRADE ENHANCEMENT FABRIC M2 3.0000 21,720.00 354.825 1,064.48 8,494.156 25,482.47 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 2.000 2,000.00 S) 84 MOVE IN/MOVE OUT EA 1,000.0000 6,000.00 2.000 2,000.00 F) (TEMPORARY EROSION CONTROL) 85 STRAW (EROSION CONTROL) TONN 400.0000 18,000.00 16.832 6,732.80 S) 86 FIBER (EROSION CONTROL) KG 1.0000 7,170.00 2,414.960 2,414.96 S) 87 FIBER ROLLS M 15.0000 77,550.00 1,249.680 18,745.20 S) 88 COMPOST (EROSION CONTROL) KG 0.7500 15,525.00 6,055.360 4,541.52 S) 89 PURE LIVE SEED - TYPE 1 KG 50.0000 16,500.00 39.876 1,993.80 S) (EROSION CONTROL) 90 PURE LIVE SEED - TYPE 2 KG 75.0000 6,525.00 0.000 0.00 S) (EROSION CONTROL) 91 PURE LIVE SEED - TYPE 3 KG 75.0000 1,050.00 0.000 0.00 S) (EROSION CONTROL) 92 PURE LIVE SEED - TYPE 4 KG 75.0000 12,750.00 44.210 3,315.75 S) (EROSION CONTROL) 93 PURE LIVE SEED - TYPE 5 KG 75.0000 6,825.00 0.000 0.00 S) (EROSION CONTROL) 94 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 6,320.00 609.410 2,437.64 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 0.027 2,700.00 0.401 40,100.00 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 0.000 0.00 99 200 MM CORRUGATED HIGH DENSITY M 80.0000 12,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 00 CLASS 4 AGGREGATE SUBBASE M3 40.0000 432,000.00 1,530.360 61,214.40 5,327.812 213,112.48 01 CLASS 2 AGGREGATE BASE M3 65.0000 29,575.00 583.290 37,913.85 02 CLASS 3 AGGREGATE BASE M3 50.0000 845,000.00 1,482.995 74,149.75 6,874.777 343,738.85 03 ASPHALT TREATED PERMEABLE BASE M3 90.0000 367,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 ASPHALT CONCRETE TONN 56.0000 2,100,000.00 9,697.940 543,084.64 06 ASPHALT CONCRETE (OPEN GRADED) TONN 55.0000 166,650.00 0.000 0.00 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 14,800.00 0.000 0.00 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,760.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 3,760.00 0.000 0.00 10 FURNISH PILING (CLASS 900C) M 50.0000 152,100.00 605.000 30,250.00 5,291.620 264,581.00 11 DRIVE PILE (CLASS 900C) EA 1,000.0000 220,000.00 50.000 50,000.00 349.000 349,000.00 S) 12 FURNISH PILING (CLASS 625C) M 40.0000 79,800.00 248.377 9,935.08 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 0.800 160,000.00 S) 18 TIEDOWN ANCHOR EA 3,000.0000 150,000.00 5.000 15,000.00 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 46.000 46,000.00 162.000 162,000.00 21 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 226,800.00 108.500 43,400.00 540.000 216,000.00 F) 22 STRUCTURAL CONCRETE, INVERTED SIPHON M3 400.0000 248,000.00 18.000 7,200.00 284.000 113,600.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,465,000.00 71.800 35,900.00 2,356.800 1,178,400.00 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 380.0000 1,011,940.00 314.000 119,320.00 2,663.000 1,011,940.00 F) 25 STRUCTURE CONCRETE (PUMPING PLANT) M3 450.0000 405,000.00 8.330 3,748.50 843.430 379,543.50 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 0.000 0.00 30 MINOR CONCRETE (MINOR STRUCTURE) M3 500.0000 505,000.00 22.273 11,136.50 428.350 214,175.00 F) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 267,750.00 158.850 16,679.25 853.930 89,662.65 32 ARCHITECTUAL TREATMENT M2 90.0000 25,200.00 10.000 900.00 220.000 19,800.00 F) (CHISELED LIMESTONE) 33 ARCHITECTUAL TREATMENT M2 100.0000 81,500.00 773.500 77,350.00 F) (FRACTURED RIB/GRAPEVINE PATTERN) 34 FRACTURED RIB TEXTURE M2 50.0000 38,000.00 146.000 7,300.00 752.000 37,600.00 F) 35 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 125.0000 156,875.00 1,137.250 142,156.25 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 0.000 0.00 S) 38 JOINT SEAL ASSEMBLY (MR 60 MM) M 300.0000 3,000.00 0.000 0.00 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 4,646.000 6,969.00 16,362.000 24,543.00 F) 41 BAR REINFORCING STEEL, KG 1.5000 84,300.00 1,638.000 2,457.00 25,844.000 38,766.00 SF)INVERTED SIPHON 42 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 850,050.00 21,816.000 32,724.00 507,435.800 761,153.70 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 352,050.00 21,468.000 32,202.00 234,700.000 352,050.00 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 142,950.00 883.000 1,324.50 89,402.780 134,104.17 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 0.000 0.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 8,557.50 0.000 0.00 SF) 49 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 14,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 50 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 8,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 51 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 5.000 1,125.00 52 ROADSIDE SIGN - TWO POST EA 500.0000 6,500.00 0.000 0.00 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 54 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 423,000.00 453.000 67,950.00 1,449.300 217,395.00 55 600 MM ALTERNATIVE PIPE CULVERT M 175.0000 63,000.00 36.000 6,300.00 179.000 31,325.00 56 900 MM ALTERNATIVE PIPE CULVERT M 225.0000 1,125.00 0.000 0.00 57 1050 MM ALTERNATIVE PIPE CULVERT M 900.0000 1,881,000.00 124.000 111,600.00 2,012.280 1,811,052.00 PROGRAM CAS145 PAGE 7 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 59 300 MM REINFORCED CONCRETE PIPE M 150.0000 900.00 4.000 600.00 60 375 MM REINFORCED CONCRETE PIPE M 150.0000 45,000.00 171.179 25,676.85 61 450 MM REINFORCED CONCRETE PIPE M 175.0000 15,750.00 28.000 4,900.00 84.000 14,700.00 62 600 MM REINFORCED CONCRETE PIPE M 240.0000 26,400.00 54.000 12,960.00 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 0.000 0.00 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 0.000 0.00 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 9,120.000 7,296.00 9,120.000 7,296.00 74 CLASS 3 PERMEABLE MATERIAL M3 50.0000 815,000.00 1,123.200 56,160.00 1,123.200 56,160.00 75 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 320,760.00 1,500.610 90,036.60 2,448.950 146,937.00 76 WELDED STEEL PIPE CASING (BRIDGE) M 175.0000 8,225.00 42.000 7,350.00 77 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 400.0000 2,400.00 1.450 580.00 1.450 580.00 78 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 100.0000 18,000.00 145.530 14,553.00 79 450 MM STEEL SPIRAL RIB PIPE M 300.0000 3,300.00 0.000 0.00 (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 460,000.00 109.283 218,566.00 (6.35 MM THICK) 83 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 0.000 0.00 84 1800 MM AUTOMATIC DRAINAGE GATE EA 10,000.0000 20,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 600 MM KNIFE GATE VALVE EA 5,000.0000 20,000.00 0.000 0.00 87 900 MM REINFORCED CONCRETE PIPE RISER M 500.0000 31,000.00 56.700 28,350.00 88 CITY MANHOLE EA 2,500.0000 15,000.00 2.000 5,000.00 89 DRAINAGE PULL BOX EA 500.0000 2,500.00 0.000 0.00 90 SLOPE PAVING (CONCRETE) M3 350.0000 24,500.00 0.000 0.00 91 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 52,500.00 18.068 13,551.00 344.047 258,035.25 CONSTRUCTION) 92 MINOR CONCRETE (GUTTER) M 80.0000 31,600.00 0.000 0.00 F) 93 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 4,750.00 0.000 0.00 94 DRAINAGE PUMPING EQUIPMENT LS 250,000.0000 250,000.00 0.000 0.00 S) 95 PUMPING PLANT ELECTRICAL EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 S) 96 MISCELLANEOUS IRON AND STEEL KG 2.5000 80,000.00 740.000 1,850.00 5,824.000 14,560.00 F) 97 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 30,300.00 4,830.000 28,980.00 SF) 98 PUMPING PLANT METAL WORK KG 10.0000 56,000.00 0.000 0.00 SF) 99 INVERTED SIPHON METAL WORK KG 10.0000 150,000.00 1,216.000 12,160.00 1,216.000 12,160.00 SF) 00 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 12,000.00 87.000 2,610.00 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 0.000 0.00 04 DELINEATOR (CLASS 1) EA 30.0000 1,500.00 0.000 0.00 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 0.000 0.00 S) 07 CHAIN LINK RAILING (TYPE 7) M 100.0000 68,200.00 622.800 62,280.00 SF) 08 CHAIN LINK RAILING (TYPE 7L) M 100.0000 27,200.00 0.000 0.00 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 25,725.00 132.000 23,100.00 SF) PROGRAM CAS145 PAGE 9 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,000.00 270.000 35,100.00 F) 13 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 150.0000 47,700.00 286.000 42,900.00 F) 14 SINGLE THRIE BEAM BARRIER (WOOD POST) M 50.0000 36,000.00 0.000 0.00 S) 15 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 79,200.00 0.000 0.00 S) 16 CABLE RAILING M 45.0000 18,990.00 0.000 0.00 SF) 17 RETURN SECTION (THRIE BEAM BARRIER) EA 120.0000 240.00 0.000 0.00 S) 18 TERMINAL SECTION (TYPE C) EA 120.0000 840.00 0.000 0.00 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 0.000 0.00 21 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 300.0000 900.00 0.000 0.00 S) 22 CRASH CUSHION MODULE, SAND FILLED EA 325.0000 13,650.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60D) M 110.0000 73,700.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 60D MODIFIED) M 150.0000 30,300.00 0.000 0.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 21,350.00 0.000 0.00 S) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,600.00 0.000 0.00 S) 27 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 360.00 0.000 0.00 S) 28 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 780.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,075.00 0.000 0.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,150.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 270.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,430.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 6,600.00 3,706.413 1,853.21 18,191.792 9,095.90 S) 34 PAINT PAVEMENT MARKING (2-COAT) M2 20.0000 6,400.00 45.880 917.60 580.496 11,609.92 S) 35 PAVEMENT MARKER EA 1.5000 1,800.00 146.000 219.00 S) (NON-REFLECTIVE TYPE A) 36 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 160.00 0.000 0.00 S) TYPE C) 37 PAVEMENT MARKER EA 8.0000 2,720.00 40.000 320.00 215.000 1,720.00 S) (RETRORELECTIVE SPECIAL TYPE D) 38 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 8.0000 8,960.00 36.000 288.00 534.000 4,272.00 S) TYPE G) PROGRAM CAS145 PAGE 10 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,680.00 292.000 2,336.00 S) TYPE H) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 0.750 150,000.00 S) 41 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.050 3,750.00 0.850 63,750.00 S) 42 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.150 11,250.00 S) 43 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 0.140 10,500.00 S) 44 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 0.600 45,000.00 S) 45 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 0.800 60,000.00 S) 46 LIGHTING (POC) LS 50,000.0000 50,000.00 0.000 0.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 S) 48 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 49 305 MM DIP WATER MAIN INSIDE BRIDGE M 200.0000 11,800.00 53.070 10,614.00 50 305 MM DIP WATER MAIN - BURIED M 300.0000 19,800.00 21.000 6,300.00 51 305 MM BUTTERFLY VALVE EA 1,500.0000 3,000.00 0.000 0.00 52 305 MM FLEXIBLE EXPANSION JOINT EA 2,000.0000 4,000.00 0.000 0.00 53 TIE-IN TO EXISTING 305 MM WATER MAIN EA 2,500.0000 5,000.00 0.000 0.00 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 0.000 0.00 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 0.027 405.00 0.544 8,160.00 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 0.000 0.00 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 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-120614 TIME 02:40 PM ESTIMATE NO. 20 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 09/20/03 R.E. NAME: MOUSSA, ELIAS DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,225,463.55 23,411,302.24 ADJUSTMENT OF COMPENSATION 0.00 2,080,661.56 EXTRA WORK 11,980.05 1,017,589.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,237,443.60 26,509,552.92 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 1,237,443.60 29,959,552.92 MATERIALS ON HAND ON SITE 699,436.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,700.00 -35,600.00 TOTAL 1,246,143.60 30,623,389.54 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 05/23/04 362 42 -250 5 75% 54% PROGRESS IS SATISFACTORY MOUSSA, ELIAS RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/03