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 02/25/01 EST. NO.18 TIME 04:44 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 0025 988.16 E.W. @ F.A.(+) 102600 N 207.00 007 0014 112.69 E.W. @ F.A.(+) 052500 N 143 0 0015 883.48 052400 N 141 0 0016 225.37 052400 N 142 0 0017 190.43 032400 N 139 0 0018 801.34 052500 N 140 0 3,201.47 TOTAL THIS ESTIMATE 181,189.33 TOTAL PREVIOUS ESTIMATE 184,390.80 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 02/25/01 EST. NO.18 TIME 04:44 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 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 0.00 -40,000.00 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 -232.42 -4,648.30 TOTAL DEDUCTIONS -232.42 -44,648.30 PROGRAM CAS145 PAGE 1 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.600 6,000.00 002 TEMPORARY WALL LF 120.0000 96,000.00 519.000 62,280.00 003 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.170 850.00 0.620 3,100.00 (S) 004 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.030 1,500.00 0.490 24,500.00 (S) 005 TYPE III BARRICADE EA 85.0000 4,165.00 13.000 1,105.00 40.000 3,400.00 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 12,800.00 64.000 2,560.00 242.000 9,680.00 007 TEMPORARY RAILING (TYPE K) LF 18.0000 165,240.00 2,720.000 48,960.00 6,420.000 115,560.00 008 TEMPORARY CRASH CUSHION MODULE EA 250.0000 18,250.00 12.000 3,000.00 33.000 8,250.00 009 ABANDON INLET EA 1,000.0000 7,000.00 2.000 2,000.00 010 ABANDON MANHOLE EA 1,500.0000 4,500.00 2.000 3,000.00 011 ABANDON PIPELINE EA 2,000.0000 28,000.00 8.000 16,000.00 012 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 25,875.00 7,538.000 3,769.00 013 REMOVE PAVEMENT MARKING SQFT 1.5000 9,315.00 2,470.000 3,705.00 014 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND SQFT 3.0000 780.00 0.000 0.00 PAVEMENT MARKING 015 REMOVE PAVEMENT MARKER EA 2.0000 132.00 0.000 0.00 016 REMOVE SIGN PANEL EA 100.0000 100.00 0.000 0.00 017 REMOVE SIDEWALK CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 018 REMOVE PIPE LF 70.0000 26,740.00 116.000 8,120.00 019 REMOVE INLET EA 1,200.0000 4,800.00 4.000 4,800.00 020 REMOVE CONCRETE PAVEMENT SQYD 11.0000 36,190.00 9.400 103.40 2,669.400 29,363.40 021 RESET MANHOLE FRAME AND COVER EA 500.0000 6,000.00 1.000 500.00 8.000 4,000.00 022 RESET ROADSIDE SIGN EA 350.0000 1,750.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 RELOCATE PICKET FENCE LF 18.0000 21,600.00 540.000 9,720.00 024 ADJUST MANHOLE TO GRADE EA 750.0000 750.00 0.000 0.00 025 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 10,230.00 1,388.170 15,269.87 1,388.170 15,269.87 (S) (.15' MAXIMUM) 026 REMOVE CONCRETE SIDEWALK CY 25.0000 6,750.00 326.100 8,152.50 027 REMOVE CONCRETE BARRIER (TYPE K) LF 10.0000 15,800.00 0.000 0.00 028 REMOVE CRASH CUSHION (SAND FILLED) EA 75.0000 1,425.00 19.000 1,425.00 029 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 030 ROADWAY EXCAVATION (CITY STREET) CY 5.5000 34,210.00 6,190.000 34,045.00 031 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 90,000.00 209.000 5,225.00 1,562.660 39,066.50 (F) 032 STRUCTURE EXCAVATION CY 160.0000 37,920.00 237.000 37,920.00 (F) (PETROLEUM HYDROCARBONS) 033 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 98,750.00 885.500 22,137.50 2,502.000 62,550.00 (F) 034 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 72,750.00 1,948.555 48,713.88 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 91,500.00 2,882.000 43,230.00 (F) 036 SAND BACKFILL CY 150.0000 51,000.00 192.900 28,935.00 037 IMPORTED BORROW CY 11.0000 176,000.00 1,590.000 17,490.00 9,581.000 105,391.00 038 HIGHWAY PLANTING LS 40,000.0000 40,000.00 0.000 0.00 (S) 039 IMPORTED TOPSOIL CY 40.0000 33,600.00 0.000 0.00 (S) 040 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 (S) 041 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) 042 4" CONDUIT LF 30.0000 1,500.00 0.000 0.00 (S) 043 EXTEND 6" CONDUIT LF 500.0000 2,500.00 0.000 0.00 (S) 044 EXTEND 8" CONDUIT LF 500.0000 2,500.00 0.000 0.00 (S) 045 CLASS 4 AGGREGATE SUBBASE CY 36.0000 24,120.00 558.000 20,088.00 046 CLASS 2 AGGREGATE BASE CY 28.0000 34,440.00 1,289.000 36,092.00 047 CLASS 3 AGGREGATE BASE CY 36.0000 59,760.00 92.000 3,312.00 555.500 19,998.00 048 LEAN CONCRETE BASE CY 135.0000 117,450.00 345.000 46,575.00 049 ASPHALT CONCRETE (TYPE B) TON 45.0000 148,050.00 1,093.070 49,188.15 3,554.430 159,949.35 PROGRAM CAS145 PAGE 3 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 60.0000 5,340.00 460.000 27,600.00 AREA) 051 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 6.0000 5,520.00 0.000 0.00 052 PLACE ASPHALT CONCRETE DIKE (TYPE B) LF 6.0000 3,480.00 884.000 5,304.00 053 CONCRETE PAVEMENT CY 110.0000 167,200.00 568.000 62,480.00 054 22" STEEL PIPE PILE CASING LF 60.0000 214,200.00 425.250 25,515.00 3,428.250 205,695.00 (S) 055 FURNISH PILING (CLASS 100) LF 12.0000 231,408.00 861.000 10,332.00 14,131.340 169,576.08 056 DRIVE PILE (CLASS 100) EA 850.0000 377,400.00 17.000 14,450.00 294.000 249,900.00 (S) 057 FURNISH PILING (CLASS 70) LF 9.5000 38,864.50 1,805.370 17,151.02 058 DRIVE PILE (CLASS 70) EA 800.0000 79,200.00 45.000 36,000.00 (S) 059 FURNISH PILING (CLASS 45) LF 9.5000 122,455.00 4,914.200 46,684.90 060 DRIVE PILE (CLASS 45) EA 800.0000 270,400.00 109.000 87,200.00 (S) 061 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 0.742 185,500.00 (S) 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 542,700.00 1,076.000 322,800.00 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 283.0000 1952,700.00 23.500 6,650.50 3,343.860 946,312.38 (F) 064 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 558,000.00 456.320 136,896.00 (F) 065 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 52,500.00 71.000 21,300.00 (F) (TYPE N) 066 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 67,000.00 2.695 2,695.00 40.480 40,480.00 067 FRACTURED RIB TEXTURE SQFT 5.0000 57,500.00 2,402.670 12,013.35 (F) 068 DRILL AND BOND DOWEL LF 15.0000 2,850.00 0.000 0.00 069 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,300.0000 65,700.00 6.000 43,800.00 GIRDER (70'-80') 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,300.0000 103,000.00 4.000 41,200.00 GIRDER (100'-110') 071 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,125.0000 18,250.00 1.000 9,125.00 DELTA GIRDER (70' - 80') 072 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,875.0000 25,750.00 1.000 12,875.00 DELTA GIRDER (100' - 110') 073 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 92,000.00 12.000 48,000.00 (S) GIRDER 074 JOINT SEAL ASSEMBLY (MR 3") LF 130.0000 22,100.00 85.000 11,050.00 (S) 075 JOINT SEAL ASSEMBLY (MR 4") LF 130.0000 26,000.00 100.000 13,000.00 (S) 076 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 1187,100.00 1,456,786.000 655,553.70 (SF) PROGRAM CAS145 PAGE 4 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (RETAINING WALL) LB 0.5000 95,500.00 74,016.650 37,008.33 (SF) 078 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 34,332.00 0.000 0.00 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,583.00 0.000 0.00 (F) 080 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 2,720.00 0.000 0.00 (F) WITHOUT WALKWAY) 081 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 2,040.00 0.000 0.00 (F) WITHOUT WALKWAY) 082 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 375.0000 10,500.00 0.000 0.00 (S) (SIGN FOUNDATION) 083 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 400.0000 5,600.00 0.000 0.00 (S) (SIGN FOUNDATION) 084 METAL (RAIL MOUNTED SIGN) LB 9.0000 3,330.00 0.000 0.00 085 ROADSIDE SIGN - ONE POST EA 275.0000 6,050.00 1.000 275.00 086 ROADSIDE SIGN - TWO POST EA 650.0000 2,600.00 2.000 1,300.00 087 ROADSIDE SIGN (STRAP AND SADDLE EA 300.0000 6,600.00 10.000 3,000.00 BRACKET METHOD) 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 089 15" REINFORCED CONCRETE PIPE LF 200.0000 1,600.00 0.000 0.00 090 18" REINFORCED CONCRETE PIPE LF 200.0000 134,000.00 10.000 2,000.00 522.000 104,400.00 091 24" REINFORCED CONCRETE PIPE LF 175.0000 101,500.00 150.000 26,250.00 092 33" REINFORCED CONCRETE PIPE LF 200.0000 62,000.00 310.000 62,000.00 093 36" REINFORCED CONCRETE PIPE LF 200.0000 188,000.00 967.000 193,400.00 094 WELDED STEEL PIPE CASING (BRIDGE) LF 90.0000 28,800.00 0.000 0.00 095 24" PRECAST CONCRETE PIPE MANHOLE LF 125.0000 250.00 1.840 230.00 096 36" PRECAST CONCRETE PIPE MANHOLE LF 150.0000 600.00 4.000 600.00 097 12" DUCTILE IRON SEWER PIPE LF 250.0000 20,000.00 27.000 6,750.00 098 MINOR CONCRETE (BACKFILL) CY 450.0000 675.00 0.000 0.00 099 MINOR CONCRETE (ISLAND PAVING) CY 160.0000 92,800.00 0.000 0.00 100 MINOR CONCRETE (MISCELLANEOUS CY 185.0000 148,000.00 81.500 15,077.50 233.500 43,197.50 CONSTRUCTION) 101 MISCELLANEOUS IRON AND STEEL LB 2.0000 12,550.00 1,695.000 3,390.00 1,825.000 3,650.00 (SF) 102 MISCELLANEOUS METAL LB 4.0000 23,880.00 2,985.000 11,940.00 2,985.000 11,940.00 (SF)(RESTRAINER - CABLE TYPE) 103 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 59,320.00 6,896.000 27,584.00 (SF) PROGRAM CAS145 PAGE 5 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BRIDGE DECK DRAINAGE SYSTEM LS 20,000.0000 20,000.00 0.565 11,300.00 (S) 105 CONCRETE BARRIER (TYPE K) LF 15.0000 3,300.00 220.000 3,300.00 106 TUBULAR HANDRAILING (MODIFIED) LF 20.0000 91,120.00 198.000 3,960.00 1,974.000 39,480.00 (F) 107 CONCRETE BARRIER LF 50.0000 18,400.00 113.000 5,650.00 (F) (TYPE 28 B MODIFIED) 108 CONCRETE BARRIER (TYPE 28 MODIFIED) LF 35.0000 155,050.00 1,773.000 62,055.00 (F) 109 CONCRETE BARRIER (TYPE 50D) LF 31.0000 47,616.00 48.000 1,488.00 (F) 110 CRASH CUSHION, SAND FILLED EA 4,000.0000 4,000.00 0.000 0.00 (S) 111 CRASH CUSHION, QUADGUARD SYSTEM EA 18,000.0000 72,000.00 0.000 0.00 (S) 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 7,402.50 0.000 0.00 (S) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,776.00 0.000 0.00 (S) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 2,235.00 0.000 0.00 (S) (BROKEN 12-3) 115 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 4,830.00 0.000 0.00 (S) 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 176.00 0.000 0.00 (S) (BROKEN 6-1) 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,648.00 0.000 0.00 (S) (BROKEN 17-7) 118 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 9,386.00 9,955.000 1,991.00 33,092.000 6,618.40 (S) 119 PAINT PAVEMENT MARKING (1-COAT) SQFT 0.9500 2,356.00 198.000 188.10 2,348.000 2,230.60 (S) 120 PARKING BUMPER (PRECAST CONCRETE) EA 50.0000 400.00 0.000 0.00 (S) 121 PAVEMENT MARKER (REFLECTIVE) EA 5.0000 500.00 0.000 0.00 (S) 122 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.000 0.00 (S) 123 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 120,000.0000 120,000.00 0.900 108,000.00 (S) 124 LIGHTING LS 120,000.0000 120,000.00 0.750 90,000.00 (S) 125 LIGHTING (CITY STREET) LS 275,000.0000 275,000.00 0.900 247,500.00 (S) 126 LIGHTING (CITY STREET) REMOVAL LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 127 LIGHTING (CITY STREET) DETOUR LS 25,000.0000 25,000.00 0.000 0.00 (S) 128 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.000 0.00 (S) 129 REMOVE SEWER MANHOLE EA 1,300.0000 2,600.00 2.000 2,600.00 130 REMOVE SEWER PIPE LF 75.0000 39,750.00 543.000 40,725.00 PROGRAM CAS145 PAGE 6 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 6" VCP SEWER (EXTRA STRENGTH) LF 350.0000 9,450.00 57.000 19,950.00 132 8" VCP SEWER (EXTRA STRENGTH) LF 215.0000 105,350.00 496.000 106,640.00 133 48" PRECAST CONCRETE PIPE SEWER MANHOLE EA 3,000.0000 6,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 7 DATE 02/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-119464 TIME 04:44 PM ESTIMATE NO. 18 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 02/20/01 R.E. NAME: ALI, MASHHUR DATE OF THIS ESTIMATE 02/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 269,390.02 5,770,266.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,201.47 184,390.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 272,591.49 5,954,657.56 134 MOBILIZATION LS 1192,502.0000 1192,502.00 0.050 59,625.10 1.000 1,192,502.00 ORIGINAL CONTRACT AMOUNT 11,878,537.00 TOTAL WORK COMPLETED 332,216.59 7,147,159.56 MATERIALS ON HAND ON SITE 88,319.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -232.42 -44,648.30 TOTAL 331,984.17 7,190,830.67 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/12/99 820 04/16/99 04/27/99 01/17/03 429 26 0 85 59% 49% PROGRESS IS SATISFACTORY ALI, MASHHUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/25/01