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 04/07/05 EST. NO.54 TIME 03:16 PM R.E. NAME: ALI, MASHHUR 07-119464 --------------------------------------------------------------------------- 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 0206 614.64 E.W. @ F.A.(+) 031400 N 758 0 0207 4,159.49 092402 N 762 0 0208 126.30 111799 N 757 0 005 0016 1,233.44 E.W. @ F.A.(+) 102799 N 755 0 0017 5,741.15 110499 N 756 0 0018 2,097.29 110599 N 754 0 007 0041 2,888.80 E.W. @ F.A.(+) 121701 N 435 0 0042 676.20 121901 N 441 0 0043 676.20 121801 N 442 0 010 0036 828.80 E.W. @ F.A.(+) 111301 N 429 0 0037 4,293.60 111901 N 430 0 0038 4,484.38 112001 N 431 0 0039 4,143.58 112101 N 432 0 0040 5,820.41 112601 N 433 0 0041 4,397.65 112801 N 434 0 024 0011-1 -2,400.57 E.W. @ F.A.(+) 040201 Y 330.00 DAO CORRECTING ENTRY 0011-2 4,510.47 040201 Y 330.00 DAO CORRECTING ENTRY 0011-3 -4,510.47 040201 Y 330.00 DAO CORRECTING ENTRY 0011-4 4,310.43 040201 Y 330.00 DAO CORRECTING ENTRY 040 0001 53,298.01 A.C. @ L.S.(+) 032405 N 001 0 97,389.80 TOTAL THIS ESTIMATE 2,058,160.79 TOTAL PREVIOUS ESTIMATE 2,155,550.59 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 04/07/05 EST. NO.54 TIME 03:16 PM R.E. NAME: ALI, MASHHUR 07-119464 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NON-SUBMITTAL -75,000.00 04 CPM NON-SUBMIT.-JAN. -86,000.00 05 CPM NON-SUBMITTAL 75,000.00 06 CPM NON-SUBMIT.-JAN 86,000.00 06 TEMP ADJ 25,47,49,50 -20,000.00 50 TEMP ADJ 25,47,49,50 20,000.00 51 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS -10,000.00 02 VAR PRS 10,000.00 03 VAR PRS 1 -10,000.00 03 VAR PRS -10,000.00 04 VAR PRS 10,000.00 05 VAR PRS 2 -10,000.00 05 VAR PRS 1 10,000.00 06 VAR PRS 3 -10,000.00 06 VAR PRS -10,000.00 07 VAR PRS 1 -10,000.00 08 VAR PRS 4 -10,000.00 09 VAR PRS 5 -10,000.00 10 VAR PRS 10,000.00 11 VAR PRS 1 10,000.00 11 VAR PRS 2 10,000.00 11 VAR PRS 3 10,000.00 11 VAR PRS 4 10,000.00 11 VAR PRS 5 10,000.00 11 VAR PRS 6 -10,000.00 11 VAR PRS -10,000.00 12 VAR PRS 6 10,000.00 12 VAR PRS I -10,000.00 14 VAR PRS 2 -10,000.00 15 VAR PRS 2 10,000.00 16 VAR PRS 3 -10,000.00 16 VAR PRS 2 -10,000.00 17 VAR PRS 3 10,000.00 18 VAR PRS 4 -10,000.00 18 VAR PRS 10,000.00 19 VAR PRS 1 10,000.00 21 VAR PRS 2 10,000.00 21 VAR PRS 3 -10,000.00 21 VAR PRS -10,000.00 23 VAR PRS 10,000.00 24 VAR PRS 1 -10,000.00 24 VAR PRS 2 -10,000.00 25 VAR PRS -10,000.00 26 VAR PRS 4 10,000.00 26 VAR PRS 10,000.00 27 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 04/07/05 EST. NO.54 TIME 03:16 PM R.E. NAME: ALI, MASHHUR 07-119464 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- VAR PRS 4 -10,000.00 27 VAR PRS 5 -10,000.00 28 VAR PRS NOV -10,000.00 29 VAR PRS DEC -10,000.00 30 VAR PRS JAN -10,000.00 31 VAR PRS DEC 10,000.00 32 VAR PRS 1 10,000.00 32 VAR PRS NOV 10,000.00 33 VAR PRS APR -10,000.00 35 VAR PRS APR 10,000.00 36 VAR PRS MAY -10,000.00 36 VAR PRS JUN -1,510.77 37 VAR PRS JAN 10,000.00 37 VAR PRS MAY 10,000.00 37 VAR PRS 4 10,000.00 37 VAR PRS JUN 1,510.77 38 VAR PRS AUGUST -10,000.00 39 VAR PRS SEPT -10,000.00 40 VAR PRS AUGUST 10,000.00 41 VAR PRS 2 10,000.00 41 VAR PRS 3 10,000.00 41 VAR PRS 5 10,000.00 41 VAR PAYROLL NOV -6,474.75 42 VAR PAYROLL NOV 6,474.75 43 VAR PAYROLLS DEC -10,000.00 43 VAR PRS SEPT 10,000.00 43 VAR PAYROLL I -5,150.00 44 PAYROLLS JAN -1,000.00 45 PAYROLLS JAN 1,000.00 46 PAYROLLS FEB -1,997.50 46 DAMON -1,000.00 47 DAMON 1,000.00 48 PAYROLL I 5,150.00 54 PAYROLLS FEB 1,997.50 54 VAR PRS I 10,000.00 54 17,147.50 0.00 LIQUIDATED DAMAGES 28 DAYS@$700 -19,600.00 50 28 DAYS@$700 19,600.00 51 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 134 -2,324.15 03 OVERBID ITEM NO. 134 -1,162.07 05 OVERBID ITEM NO. 134 -929.66 07 OVERBID ITEM NO. 134 -232.42 18 OVERBID ITEM NO. 134 4,648.30 50 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA-47 -10,000.00 50 0.00 -10,000.00 TOTAL DEDUCTIONS 17,147.50 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 LOCATION SEMI-FINAL ESTIMATE 07-LA-105-9.6/10.0 ------------------- MCM CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN AND NEAR P.O. BOX 620 LOS ANGELES FROM 0.2 MILE WEST OF NORTH HIGHLANDS, CA 95660 WILMINGTON AVENUE TO 0.2 MILE EAST OF WILMINGTON AVENUE FED. AID NO. N O N E BRIDGE OVERCROSSING AND OVERHEAD ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 1.000 10,000.00 02 TEMPORARY WALL LF 120.0000 96,000.00 800.000 96,000.00 03 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 05 TYPE III BARRICADE EA 85.0000 4,165.00 51.000 4,335.00 06 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 12,800.00 242.000 9,680.00 07 TEMPORARY RAILING (TYPE K) LF 18.0000 165,240.00 11,300.000 203,400.00 08 TEMPORARY CRASH CUSHION MODULE EA 250.0000 18,250.00 54.000 13,500.00 09 ABANDON INLET EA 1,000.0000 7,000.00 4.000 4,000.00 10 ABANDON MANHOLE EA 1,500.0000 4,500.00 3.000 4,500.00 11 ABANDON PIPELINE EA 2,000.0000 28,000.00 12.000 24,000.00 12 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 25,875.00 36,124.000 18,062.00 13 REMOVE PAVEMENT MARKING SQFT 1.5000 9,315.00 2,575.000 3,862.50 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND SQFT 3.0000 780.00 247.000 741.00 PAVEMENT MARKING 15 REMOVE PAVEMENT MARKER EA 2.0000 132.00 0.000 0.00 16 REMOVE SIGN PANEL EA 100.0000 100.00 0.000 0.00 17 REMOVE SIDEWALK CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 18 REMOVE PIPE LF 70.0000 26,740.00 274.000 19,180.00 19 REMOVE INLET EA 1,200.0000 4,800.00 8.000 9,600.00 20 REMOVE CONCRETE PAVEMENT SQYD 11.0000 36,190.00 2,669.400 29,363.40 21 RESET MANHOLE FRAME AND COVER EA 500.0000 6,000.00 17.000 8,500.00 22 RESET ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE PICKET FENCE LF 18.0000 21,600.00 1,055.000 18,990.00 24 ADJUST MANHOLE TO GRADE EA 750.0000 750.00 4.000 3,000.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 10,230.00 1,672.170 18,393.87 S) (.15' MAXIMUM) 26 REMOVE CONCRETE SIDEWALK CY 25.0000 6,750.00 329.010 8,225.25 27 REMOVE CONCRETE BARRIER (TYPE K) LF 10.0000 15,800.00 1,580.000 15,800.00 28 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 1,425.00 19.000 1,425.00 29 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 30 ROADWAY EXCAVATION (CITY STREET) CY 5.5000 34,210.00 8,412.000 46,266.00 31 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 90,000.00 3,205.640 80,141.00 F) 32 STRUCTURE EXCAVATION CY 160.0000 37,920.00 237.000 37,920.00 F) (PETROLEUM HYDROCARBONS) 33 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 98,750.00 3,950.000 98,750.00 F) 34 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 72,750.00 2,847.500 71,187.50 F) 35 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 91,500.00 6,100.000 91,500.00 F) 36 SAND BACKFILL CY 150.0000 51,000.00 309.800 46,470.00 37 IMPORTED BORROW CY 11.0000 176,000.00 15,729.000 173,019.00 38 HIGHWAY PLANTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) 39 IMPORTED TOPSOIL CY 40.0000 33,600.00 0.000 0.00 S) 40 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 1.000 25,000.00 S) 41 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 42 4" CONDUIT LF 30.0000 1,500.00 50.000 1,500.00 S) 43 EXTEND 6" CONDUIT LF 500.0000 2,500.00 5.000 2,500.00 S) 44 EXTEND 8" CONDUIT LF 500.0000 2,500.00 5.000 2,500.00 S) 45 CLASS 4 AGGREGATE SUBBASE CY 36.0000 24,120.00 914.350 32,916.60 46 CLASS 2 AGGREGATE BASE CY 28.0000 34,440.00 1,672.000 46,816.00 47 CLASS 3 AGGREGATE BASE CY 36.0000 59,760.00 2,046.500 73,674.00 48 LEAN CONCRETE BASE CY 135.0000 117,450.00 832.260 112,355.10 49 ASPHALT CONCRETE (TYPE B) TON 45.0000 148,050.00 6,783.720 305,267.40 PROGRAM CAS145 PAGE 3 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 60.0000 5,340.00 615.300 36,918.00 AREA) 51 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 6.0000 5,520.00 508.000 3,048.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 6.0000 3,480.00 884.000 5,304.00 53 CONCRETE PAVEMENT CY 110.0000 167,200.00 1,420.760 156,283.60 54 22" STEEL PIPE PILE CASING LF 60.0000 214,200.00 3,570.000 214,200.00 S) 55 FURNISH PILING (CLASS 100) LF 12.0000 231,408.00 19,376.880 232,522.56 56 DRIVE PILE (CLASS 100) EA 850.0000 377,400.00 444.000 377,400.00 S) 57 FURNISH PILING (CLASS 70) LF 9.5000 38,864.50 4,091.000 38,864.50 58 DRIVE PILE (CLASS 70) EA 800.0000 79,200.00 99.000 79,200.00 S) 59 FURNISH PILING (CLASS 45) LF 9.5000 122,455.00 12,890.000 122,455.00 60 DRIVE PILE (CLASS 45) EA 800.0000 270,400.00 338.000 270,400.00 S) 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 1.000 250,000.00 S) 62 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 542,700.00 1,872.330 561,699.00 F) 63 STRUCTURAL CONCRETE, BRIDGE CY 283.0000 1,952,700.00 6,893.040 1,950,730.32 F) 64 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 558,000.00 1,860.000 558,000.00 F) 65 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 52,500.00 175.000 52,500.00 F) (TYPE N) 66 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 67,000.00 132.580 132,580.00 67 FRACTURED RIB TEXTURE SQFT 5.0000 57,500.00 11,500.000 57,500.00 F) 68 DRILL AND BOND DOWEL LF 15.0000 2,850.00 0.000 0.00 69 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 65,700.00 9.000 65,700.00 GIRDER (70'-80') 70 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,300.0000 103,000.00 10.000 103,000.00 GIRDER (100'-110') 71 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,125.0000 18,250.00 2.000 18,250.00 DELTA GIRDER (70' - 80') 72 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,875.0000 25,750.00 2.000 25,750.00 DELTA GIRDER (100' - 110') 73 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 92,000.00 23.000 92,000.00 S) GIRDER 74 JOINT SEAL ASSEMBLY (MR 3") LF 130.0000 22,100.00 170.000 22,100.00 S) 75 JOINT SEAL ASSEMBLY (MR 4") LF 130.0000 26,000.00 200.000 26,000.00 S) 76 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 1,187,100.00 2,653,802.020 1,194,210.91 SF) PROGRAM CAS145 PAGE 4 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 95,500.00 191,000.000 95,500.00 SF) 78 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 34,332.00 17,166.000 34,332.00 F) 79 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,583.00 17,166.000 8,583.00 F) 80 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 2,720.00 680.000 2,720.00 F) WITHOUT WALKWAY) 81 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 2,040.00 680.000 2,040.00 F) WITHOUT WALKWAY) 82 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 375.0000 10,500.00 28.000 10,500.00 S) (SIGN FOUNDATION) 83 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 400.0000 5,600.00 14.000 5,600.00 S) (SIGN FOUNDATION) 84 METAL (RAIL MOUNTED SIGN) LB 9.0000 3,330.00 370.000 3,330.00 85 ROADSIDE SIGN - ONE POST EA 275.0000 6,050.00 23.000 6,325.00 86 ROADSIDE SIGN - TWO POST EA 650.0000 2,600.00 4.000 2,600.00 87 ROADSIDE SIGN (STRAP AND SADDLE EA 300.0000 6,600.00 22.000 6,600.00 BRACKET METHOD) 88 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 89 15" REINFORCED CONCRETE PIPE LF 200.0000 1,600.00 216.000 43,200.00 90 18" REINFORCED CONCRETE PIPE LF 200.0000 134,000.00 1,026.000 205,200.00 91 24" REINFORCED CONCRETE PIPE LF 175.0000 101,500.00 563.000 98,525.00 92 33" REINFORCED CONCRETE PIPE LF 200.0000 62,000.00 310.000 62,000.00 93 36" REINFORCED CONCRETE PIPE LF 200.0000 188,000.00 971.000 194,200.00 94 WELDED STEEL PIPE CASING (BRIDGE) LF 90.0000 28,800.00 160.000 14,400.00 95 24" PRECAST CONCRETE PIPE MANHOLE LF 125.0000 250.00 2.000 250.00 96 36" PRECAST CONCRETE PIPE MANHOLE LF 150.0000 600.00 8.000 1,200.00 97 12" DUCTILE IRON SEWER PIPE LF 250.0000 20,000.00 60.000 15,000.00 98 MINOR CONCRETE (BACKFILL) CY 450.0000 675.00 0.000 0.00 99 MINOR CONCRETE (ISLAND PAVING) CY 160.0000 92,800.00 525.640 84,102.40 00 MINOR CONCRETE (MISCELLANEOUS CY 185.0000 148,000.00 683.190 126,390.15 CONSTRUCTION) 01 MISCELLANEOUS IRON AND STEEL LB 2.0000 12,550.00 8,690.000 17,380.00 SF) 02 MISCELLANEOUS METAL LB 4.0000 23,880.00 5,970.000 23,880.00 SF)(RESTRAINER - CABLE TYPE) 03 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 59,320.00 14,830.000 59,320.00 SF) PROGRAM CAS145 PAGE 5 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BRIDGE DECK DRAINAGE SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 05 CONCRETE BARRIER (TYPE K) LF 15.0000 3,300.00 220.000 3,300.00 06 TUBULAR HANDRAILING (MODIFIED) LF 20.0000 91,120.00 4,556.000 91,120.00 F) 07 CONCRETE BARRIER LF 50.0000 18,400.00 368.000 18,400.00 F) (TYPE 28 B MODIFIED) 08 CONCRETE BARRIER (TYPE 28 MODIFIED) LF 35.0000 155,050.00 4,430.000 155,050.00 F) 09 CONCRETE BARRIER (TYPE 50D) LF 31.0000 47,616.00 1,536.000 47,616.00 F) 10 CRASH CUSHION, SAND FILLED EA 4,000.0000 4,000.00 0.000 0.00 S) 11 CRASH CUSHION, QUADGUARD SYSTEM EA 18,000.0000 72,000.00 4.000 72,000.00 S) 12 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 7,402.50 16,692.000 7,511.40 S) 13 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,776.00 4,941.000 3,952.80 S) 14 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 2,235.00 2,980.000 2,235.00 S) (BROKEN 12-3) 15 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 4,830.00 3,393.000 7,125.30 S) 16 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 176.00 418.000 167.20 S) (BROKEN 6-1) 17 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,648.00 9,115.000 3,646.00 S) (BROKEN 17-7) 18 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 9,386.00 46,833.000 9,366.60 S) 19 PAINT PAVEMENT MARKING (1-COAT) SQFT 0.9500 2,356.00 2,452.000 2,329.40 S) 20 PARKING BUMPER (PRECAST CONCRETE) EA 50.0000 400.00 0.000 0.00 S) 21 PAVEMENT MARKER (REFLECTIVE) EA 5.0000 500.00 0.000 0.00 S) 22 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 1.000 120,000.00 S) 23 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 24 LIGHTING LS 120,000.0000 120,000.00 1.000 120,000.00 S) 25 LIGHTING (CITY STREET) LS 275,000.0000 275,000.00 1.000 275,000.00 S) 26 LIGHTING (CITY STREET) REMOVAL LS 60,000.0000 60,000.00 1.000 60,000.00 S) 27 LIGHTING (CITY STREET) DETOUR LS 25,000.0000 25,000.00 0.000 0.00 S) 28 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 1.000 25,000.00 S) 29 REMOVE SEWER MANHOLE EA 1,300.0000 2,600.00 2.000 2,600.00 30 REMOVE SEWER PIPE LF 75.0000 39,750.00 543.000 40,725.00 PROGRAM CAS145 PAGE 6 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 6" VCP SEWER (EXTRA STRENGTH) LF 350.0000 9,450.00 57.000 19,950.00 32 8" VCP SEWER (EXTRA STRENGTH) LF 215.0000 105,350.00 498.000 107,070.00 33 48" PRECAST CONCRETE PIPE SEWER MANHOLE EA 3,000.0000 6,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 7 DATE 04/07/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 03:16 PM ESTIMATE NO. 54 BID OPENING 03/11/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/03 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 04/07/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 11,005,298.76 ADJUSTMENT OF COMPENSATION 53,298.01 1,214,399.25 EXTRA WORK 44,091.79 941,151.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,389.80 13,160,849.35 34 MOBILIZATION LS 1192,502.0000 1,192,502.00 1.000 1,192,502.00 ORIGINAL CONTRACT AMOUNT 11,878,537.00 TOTAL WORK COMPLETED 97,389.80 14,353,351.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 17,147.50 -10,000.00 TOTAL 114,537.30 14,343,351.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 134 MOBILIZATION 1,187,853.70 1,192,502.00 4,648.30 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/12/99 820 04/16/99 04/27/99 06/30/03 996 46 80 96 100% 100% ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 DATE 04/07/05