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 07/25/01 EST. NO.21 TIME 09:29 AM 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 --------------------------------------------------------------------------- 011 0045 -10,596.08 A.C. @ L.S.(-) 072001 N 0 023 0002 732.65 A.C. @ U.P.(+) 072001 N 0 0003 33,154.20 072001 N 0 033 0006 -5,577.00 A.C. @ L.S.(-) 072001 N 0 17,713.77 TOTAL THIS ESTIMATE 1,471,847.59 TOTAL PREVIOUS ESTIMATE 1,489,561.36 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 07/25/01 EST. NO.21 TIME 09:29 AM 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 VAR PRS -10,000.00 21 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -23,086.32 PROGRAM CAS145 PAGE 1 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 09:29 AM ESTIMATE NO. 21 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 07/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/25/01 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 0.980 264,600.00 (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 23.000 3,220.00 006 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 4,800.00 32.000 4,800.00 007 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 1.000 500.00 5.000 2,500.00 010 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 7.000 3,850.00 7.000 3,850.00 012 RELOCATE ROADSIDE SIGN (WOOD POST) EA 550.0000 3,300.00 2.000 1,100.00 2.000 1,100.00 013 RELOCATE ROADSIDE SIGN EA 550.0000 3,850.00 2.000 1,100.00 2.000 1,100.00 (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 9.000 3,150.00 9.000 3,150.00 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 45,900.00 26,333.500 39,500.25 (S) (.15' MAXIMUM) 017 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 018 ROADWAY EXCAVATION CY 38.0000 368,600.00 12,252.890 465,609.82 019 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 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 09:29 AM ESTIMATE NO. 21 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 07/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.350 493.95 4,653.270 172,170.99 026 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 4,482.120 134,463.60 31,377.210 941,316.30 029 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 7.460 2,984.00 41.040 16,416.00 031 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 134,400.00 100.680 140,952.00 (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 17.000 4,675.00 25.000 6,875.00 037 ROADSIDE SIGN - ONE POST EA 270.0000 9,990.00 21.000 5,670.00 28.000 7,560.00 038 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 270.0000 12,150.00 6.000 1,620.00 13.000 3,510.00 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 0.920 487.60 046 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 32.900 9,870.00 1,100.910 330,273.00 048 MINOR CONCRETE (MISCELLANEOUS CY 200.0000 156,000.00 103.600 20,720.00 733.290 146,658.00 CONSTRUCTION) 049 MINOR CONCRETE (GUTTER DEPRESSION) CY 350.0000 14,350.00 48.850 17,097.50 PROGRAM CAS145 PAGE 3 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 09:29 AM ESTIMATE NO. 21 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 07/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,278.160 9,825.52 (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 7,150.000 2,002.00 7,150.000 2,002.00 (S) 059 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 5,096.00 7,153.000 5,007.10 7,153.000 5,007.10 (S) 060 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 902.80 1,256.000 929.44 1,256.000 929.44 (S) (BROKEN 12-3) 061 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 15,210.00 1,929.000 5,015.40 1,929.000 5,015.40 (S) 062 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 840.00 1,920.000 960.00 1,920.000 960.00 (S) (BROKEN 6-1) 063 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,100.00 35,019.000 9,104.94 35,019.000 9,104.94 (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 1.000 44,000.00 (S) 067 SIGNAL AND LIGHTING (LOCATION 1) LS 116,000.0000 116,000.00 0.050 5,800.00 0.900 104,400.00 (S) 068 SIGNAL AND LIGHTING (LOCATION 2) LS 122,000.0000 122,000.00 0.050 6,100.00 0.900 109,800.00 (S) 069 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.050 5,000.00 0.900 90,000.00 (S) 070 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.050 5,500.00 0.900 99,000.00 (S) 071 INTERCONNECTION SYSTEM LS 85,000.0000 85,000.00 0.050 4,250.00 0.900 76,500.00 (S) PROGRAM CAS145 PAGE 4 DATE 07/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 09:29 AM ESTIMATE NO. 21 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 07/20/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 247,965.43 4,416,501.76 ADJUSTMENT OF COMPENSATION 17,713.77 39,217.41 EXTRA WORK 0.00 1,450,343.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 265,679.20 5,906,063.12 072 MOBILIZATION LS 320,000.0000 320,000.00 1.000 320,000.00 ORIGINAL CONTRACT AMOUNT 4,654,746.25 TOTAL WORK COMPLETED 265,679.20 6,226,063.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -23,086.32 TOTAL 255,679.20 6,202,976.80 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 07/31/01 493 28 0 38 91% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO DAYS PENDING NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/01