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 05/23/01 EST. NO.19 TIME 03:57 PM R.E. NAME: NJOYA, DAVID 07-102914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0045 632.77 E.W. @ F.A.(+) 031901 N 162330 0046 480.18 032001 N 162340 0047 235.79 032101 N 162310 0048 235.79 032201 N 162320 0049 361.58 032601 N 162980 0050 235.79 032701 N 162990 0051 366.88 032801 N 163000 0052 222.31 032901 N 163010 006 0076 1,307.93 E.W. @ F.A.(+) 032901 N 163020 009 0001 2,779.00 A.C. @ L.S.(+) 052001 N 0 014 0015 71.26 E.W. @ F.A.(+) 032801 N 163020 019 0007 1,825.89 E.W. @ F.A.(+) 031901 N 19-010 0008 2,200.20 032001 N 19-020 0009 1,552.03 032101 N 19-030 0010 144.97 032201 N 19-040 029 0001 -730.00 A.C. @ L.S.(-) 052001 N 0 033 0004 22,611.40 E.W. @ U.P (+) 052001 N 0 0005 12,368.66 E.W. @ L.S.(+) 052001 N 0 039 0001 5,133.42 E.W. @ U.P (+) 052001 N 0 041 0006 1,678.73 E.W. @ F.A.(+) 031301 N 161910 0007 1,295.43 032201 N 162390 55,010.01 TOTAL THIS ESTIMATE 1,413,238.80 TOTAL PREVIOUS ESTIMATE 1,468,248.81 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 05/23/01 EST. NO.19 TIME 03:57 PM R.E. NAME: NJOYA, DAVID 07-102914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CHRIS -4,348.32 03 CHRIS 4,348.32 04 CHRIS -2,385.52 04 CHRIS 2,385.52 05 CHRIS CASE -1,989.13 05 CHRIS CASE 1,989.13 08 CITIZEN CLAIM-DAMAGE -3,086.32 08 0.00 -3,086.32 LABOR COMPLIANCE VIOLATION VAR PRS -10,000.00 04 VAR PRS -10,000.00 06 VAR PRS 10,000.00 06 VAR PRS 10,000.00 07 VAR PRS -10,000.00 08 VAR PRS 1 -10,000.00 09 VAR PRS 2 -10,000.00 10 VAR PRS 10,000.00 11 VAR PRS 1 10,000.00 11 VAR PRS 2 10,000.00 11 VARS PRS -10,000.00 12 VAR PRS 10,000.00 13 VAR PRS -10,000.00 15 VAR PRS 1 -10,000.00 16 VAR PRS 1 10,000.00 17 VAR PRS 2 -10,000.00 18 VAR PRS 2 10,000.00 19 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -13,086.32 PROGRAM CAS145 PAGE 1 DATE 05/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 03:57 PM ESTIMATE NO. 19 BID OPENING 04/29/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 05/23/01 LOCATION PROGRESS ESTIMATE 07-LA-1-23.4/25.2 ----------------- SULLY MILLER IN LOS ANGELES COUNTY IN MANHATTAN 1100 E. ORANGETHORPE STE. 200 BEACH AND EL SEGUNDO FROM 0.1 MI ANAHEIM, CA 92801 SOUTH OF MARINE AVENUE TO 0.3 MI NORTH OF EL SEGUNDO BOULEVARD FED. AID NO. STP-S001(419)E ,AC-S001(419)E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 (S) 002 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.030 8,100.00 0.880 237,600.00 (S) 003 ABANDON PIPELINE LS 9,000.0000 9,000.00 1.000 9,000.00 004 REMOVE CHAIN LINK FENCE LF 3.5000 3,395.00 1,007.000 3,524.50 005 REMOVE ROADSIDE SIGN (WOOD POST) EA 140.0000 3,220.00 20.000 2,800.00 006 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 4,800.00 0.000 0.00 007 REMOVE SIGN PANEL EA 225.0000 450.00 0.000 0.00 008 REMOVE PIPE LF 67.0000 8,040.00 110.000 7,370.00 009 REMOVE INLET EA 500.0000 2,500.00 4.000 2,000.00 010 REMOVE RETAINING WALL LF 40.0000 12,800.00 314.000 12,560.00 011 RELOCATE ROADSIDE SIGN (METAL POST) EA 550.0000 6,050.00 0.000 0.00 012 RELOCATE ROADSIDE SIGN (WOOD POST) EA 550.0000 3,300.00 0.000 0.00 013 RELOCATE ROADSIDE SIGN EA 550.0000 3,850.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 014 ADJUST INLET EA 2,400.0000 2,400.00 0.000 0.00 015 ADJUST MANHOLE TO GRADE EA 350.0000 7,000.00 0.000 0.00 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 45,900.00 0.000 0.00 (S) (.15' MAXIMUM) 017 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.950 9,500.00 018 ROADWAY EXCAVATION CY 38.0000 368,600.00 1,425.710 54,176.98 11,904.230 452,360.74 019 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 37,600.00 940.000 37,600.00 (F) 020 STRUCTURE BACKFILL (RETAINING WALL) CY 45.0000 54,900.00 1,220.000 54,900.00 (F) 021 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 4,200.00 60.000 4,200.00 (F) WALL) 022 ROADWAY EXCAVATION CY 115.0000 103,500.00 169.910 19,539.65 (AERIALLY DEPOSITED LEAD) - TYPE X PROGRAM CAS145 PAGE 2 DATE 05/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 03:57 PM ESTIMATE NO. 19 BID OPENING 04/29/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 05/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 33.0000 48,840.00 1,968.000 64,944.00 (AERIALLY DEPOSITED LEAD) - TYPE Y 024 PLANT (GROUP F) EA 11.0000 18,370.00 4,229.000 46,519.00 (S) 025 CLASS 2 AGGREGATE BASE CY 37.0000 169,830.00 4,589.420 169,808.54 026 CLASS 3 AGGREGATE BASE CY 100.0000 700.00 0.000 0.00 027 LEAN CONCRETE BASE CY 250.0000 2,500.00 16.510 4,127.50 028 ASPHALT CONCRETE TON 30.0000 840,000.00 354.930 10,647.90 17,797.410 533,922.30 029 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.0000 18,000.00 0.000 0.00 AREA) 030 ASPHALTIC EMULSION (PAINT BINDER) TON 400.0000 7,200.00 21.380 8,552.00 031 CONCRETE PAVEMENT CY 270.0000 4,590.00 28.100 7,587.00 032 STRUCTURAL CONCRETE, RETAINING WALL CY 620.0000 231,880.00 374.000 231,880.00 (F) 033 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 134,400.00 94.600 132,440.00 (F) 034 WATERSTOP LF 57.0000 2,622.00 46.000 2,622.00 (F) 035 BAR REINFORCING STEEL (RETAINING WALL) LB 2.2500 44,669.25 19,853.000 44,669.25 (SF) 036 ROADSIDE SIGN (METAL POST) EA 275.0000 9,075.00 0.000 0.00 037 ROADSIDE SIGN - ONE POST EA 270.0000 9,990.00 0.000 0.00 038 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 270.0000 12,150.00 3.000 810.00 METHOD) 039 12" REINFORCED CONCRETE PIPE LF 130.0000 2,340.00 12.000 1,560.00 040 18" REINFORCED CONCRETE PIPE LF 500.0000 1,000.00 0.000 0.00 041 24" REINFORCED CONCRETE PIPE LF 70.0000 300,300.00 4,622.000 323,540.00 042 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 4,080.00 44.000 2,640.00 043 JACKED 22" WELDED STEEL PIPE LF 250.0000 12,500.00 50.000 12,500.00 (.250" THICK) 044 18" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 045 24" PRECAST CONCRETE PIPE MANHOLE LF 530.0000 1,060.00 0.000 0.00 046 ROCK SLOPE PROTECTION (DRAINAGE OUTLET) CY 500.0000 1,000.00 0.000 0.00 047 MINOR CONCRETE (CURB) CY 300.0000 303,000.00 216.410 64,923.00 987.350 296,205.00 048 MINOR CONCRETE (MISCELLANEOUS CY 200.0000 156,000.00 188.540 37,708.00 597.370 119,474.00 CONSTRUCTION) 049 MINOR CONCRETE (GUTTER DEPRESSION) CY 350.0000 14,350.00 44.230 15,480.50 PROGRAM CAS145 PAGE 3 DATE 05/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 03:57 PM ESTIMATE NO. 19 BID OPENING 04/29/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 05/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL LB 1.3500 9,153.00 6,804.160 9,185.62 (SF) 051 10" DUCTILE IRON PIPE WATER LINE LF 190.0000 15,200.00 80.000 15,200.00 052 16" DUCTILE IRON PIPE WATER LINE LF 145.0000 316,100.00 2,192.000 317,840.00 053 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 7,280.00 256.000 3,328.00 (S) 054 4' CHAIN LINK GATE (TYPE CL-6) EA 320.0000 640.00 0.000 0.00 (S) 055 OBJECT MARKER (TYPE K-1) EA 160.0000 800.00 0.000 0.00 056 CHAIN LINK RAILING LF 44.0000 12,936.00 294.000 12,936.00 (SF) 057 PICKET RAILING LF 92.0000 33,304.00 322.000 29,624.00 (SF) 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 2,083.20 0.000 0.00 (S) 059 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 5,096.00 0.000 0.00 (S) 060 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 902.80 0.000 0.00 (S) (BROKEN 12-3) 061 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 15,210.00 0.000 0.00 (S) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 840.00 0.000 0.00 (S) (BROKEN 6-1) 063 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,100.00 0.000 0.00 (S) (BROKEN 17-7) 064 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 900.00 0.000 0.00 (S) 065 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 5,250.00 0.000 0.00 (S) 066 SIGNAL AND LIGHTING (REMOVE) LS 44,000.0000 44,000.00 0.050 2,200.00 1.000 44,000.00 (S) 067 SIGNAL AND LIGHTING (LOCATION 1) LS 116,000.0000 116,000.00 0.850 98,600.00 (S) 068 SIGNAL AND LIGHTING (LOCATION 2) LS 122,000.0000 122,000.00 0.050 6,100.00 0.850 103,700.00 (S) 069 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.100 10,000.00 0.850 85,000.00 (S) 070 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 -0.150 -16,500.00 0.850 93,500.00 (S) 071 INTERCONNECTION SYSTEM LS 85,000.0000 85,000.00 0.800 68,000.00 (S) PROGRAM CAS145 PAGE 4 DATE 05/23/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 03:57 PM ESTIMATE NO. 19 BID OPENING 04/29/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 05/23/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 177,355.88 3,760,149.60 ADJUSTMENT OF COMPENSATION 2,049.00 20,770.99 EXTRA WORK 52,961.01 1,447,477.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 232,365.89 5,228,398.41 072 MOBILIZATION LS 320,000.0000 320,000.00 1.000 320,000.00 ORIGINAL CONTRACT AMOUNT 4,654,746.25 TOTAL WORK COMPLETED 232,365.89 5,548,398.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -13,086.32 TOTAL 242,365.89 5,535,312.09 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 06/09/99 225 07/01/99 06/24/99 07/15/01 450 28 0 38 82% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO DAYS PENDING NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 05/23/01