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 08/23/06 EST. NO.30 TIME 10:16 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 --------------------------------------------------------------------------- 075 0001 650,000.00 A.C. @ L.S.(+) 082106 N 0001 0 650,000.00 TOTAL THIS ESTIMATE 2,013,146.39 TOTAL PREVIOUS ESTIMATE 2,663,146.39 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 08/23/06 EST. NO.30 TIME 10:16 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 CITIZEN CLAIM DAMAGE 3,086.32 26 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -5,722.50 23 FHWA1391 5,722.50 28 0.00 0.00 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 VAR PRS 2 -5,414.70 22 VAR PRS 2 5,414.70 23 VAR PRS 3 -5,722.50 23 VAR PRS 10,000.00 24 VAR PRS 1 -5,000.00 24 FHWA 1391 5,722.50 26 VAR PRS 10,000.00 26 VAR PRS1 5,000.00 26 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE, FHWA 47 -10,000.00 23 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 08/23/06 EST. NO.30 TIME 10:16 AM R.E. NAME: NJOYA, DAVID 07-102914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DVBE, FHWA-47 10,000.00 27 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 10:16 AM ESTIMATE NO. 30 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 09/17/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 08/23/06 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 02 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 1.000 270,000.00 S) 03 ABANDON PIPELINE LS 9,000.0000 9,000.00 1.000 9,000.00 04 REMOVE CHAIN LINK FENCE LF 3.5000 3,395.00 1,007.000 3,524.50 05 REMOVE ROADSIDE SIGN (WOOD POST) EA 140.0000 3,220.00 24.000 3,360.00 06 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 4,800.00 37.000 5,550.00 07 REMOVE SIGN PANEL EA 225.0000 450.00 2.000 450.00 08 REMOVE PIPE LF 67.0000 8,040.00 110.000 7,370.00 09 REMOVE INLET EA 500.0000 2,500.00 5.000 2,500.00 10 REMOVE RETAINING WALL LF 40.0000 12,800.00 314.000 12,560.00 11 RELOCATE ROADSIDE SIGN (METAL POST) EA 550.0000 6,050.00 17.000 9,350.00 12 RELOCATE ROADSIDE SIGN (WOOD POST) EA 550.0000 3,300.00 7.000 3,850.00 13 RELOCATE ROADSIDE SIGN EA 550.0000 3,850.00 11.000 6,050.00 (STRAP AND SADDLE BRACKET METHOD) 14 ADJUST INLET EA 2,400.0000 2,400.00 0.000 0.00 15 ADJUST MANHOLE TO GRADE EA 350.0000 7,000.00 12.000 4,200.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 45,900.00 26,333.500 39,500.25 S) (.15' MAXIMUM) 17 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 18 ROADWAY EXCAVATION CY 38.0000 368,600.00 12,252.890 465,609.82 19 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 37,600.00 940.000 37,600.00 F) 20 STRUCTURE BACKFILL (RETAINING WALL) CY 45.0000 54,900.00 1,220.000 54,900.00 F) 21 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 4,200.00 60.000 4,200.00 F) WALL) 22 ROADWAY EXCAVATION CY 115.0000 103,500.00 169.910 19,539.65 (AERIALLY DEPOSITED LEAD) - TYPE X PROGRAM CAS145 PAGE 2 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 10:16 AM ESTIMATE NO. 30 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 09/17/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION CY 33.0000 48,840.00 1,968.000 64,944.00 (AERIALLY DEPOSITED LEAD) - TYPE Y 24 PLANT (GROUP F) EA 11.0000 18,370.00 4,229.000 46,519.00 S) 25 CLASS 2 AGGREGATE BASE CY 37.0000 169,830.00 4,653.270 172,170.99 26 CLASS 3 AGGREGATE BASE CY 100.0000 700.00 11.550 1,155.00 27 LEAN CONCRETE BASE CY 250.0000 2,500.00 16.510 4,127.50 28 ASPHALT CONCRETE TON 30.0000 840,000.00 31,377.210 941,316.30 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.0000 18,000.00 0.000 0.00 AREA) 30 ASPHALTIC EMULSION (PAINT BINDER) TON 400.0000 7,200.00 40.560 16,224.00 31 CONCRETE PAVEMENT CY 270.0000 4,590.00 28.100 7,587.00 32 STRUCTURAL CONCRETE, RETAINING WALL CY 620.0000 231,880.00 374.000 231,880.00 F) 33 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 134,400.00 99.490 139,286.00 F) 34 WATERSTOP LF 57.0000 2,622.00 46.000 2,622.00 F) 35 BAR REINFORCING STEEL (RETAINING WALL) LB 2.2500 44,669.25 19,853.000 44,669.25 SF) 36 ROADSIDE SIGN (METAL POST) EA 275.0000 9,075.00 32.000 8,800.00 37 ROADSIDE SIGN - ONE POST EA 270.0000 9,990.00 42.000 11,340.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 270.0000 12,150.00 60.000 16,200.00 METHOD) 39 12" REINFORCED CONCRETE PIPE LF 130.0000 2,340.00 12.000 1,560.00 40 18" REINFORCED CONCRETE PIPE LF 500.0000 1,000.00 2.000 1,000.00 41 24" REINFORCED CONCRETE PIPE LF 70.0000 300,300.00 4,622.000 323,540.00 42 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 4,080.00 44.000 2,640.00 43 JACKED 22" WELDED STEEL PIPE LF 250.0000 12,500.00 50.000 12,500.00 (.250" THICK) 44 18" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 45 24" PRECAST CONCRETE PIPE MANHOLE LF 530.0000 1,060.00 0.920 487.60 46 ROCK SLOPE PROTECTION (DRAINAGE OUTLET) CY 500.0000 1,000.00 0.000 0.00 47 MINOR CONCRETE (CURB) CY 300.0000 303,000.00 1,100.910 330,273.00 48 MINOR CONCRETE (MISCELLANEOUS CY 200.0000 156,000.00 733.290 146,658.00 CONSTRUCTION) 49 MINOR CONCRETE (GUTTER DEPRESSION) CY 350.0000 14,350.00 48.850 17,097.50 PROGRAM CAS145 PAGE 3 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 10:16 AM ESTIMATE NO. 30 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 09/17/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MISCELLANEOUS IRON AND STEEL LB 1.3500 9,153.00 7,481.000 10,099.35 SF) 51 10" DUCTILE IRON PIPE WATER LINE LF 190.0000 15,200.00 80.000 15,200.00 52 16" DUCTILE IRON PIPE WATER LINE LF 145.0000 316,100.00 2,192.000 317,840.00 53 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 7,280.00 256.000 3,328.00 S) 54 4' CHAIN LINK GATE (TYPE CL-6) EA 320.0000 640.00 0.000 0.00 S) 55 OBJECT MARKER (TYPE K-1) EA 160.0000 800.00 5.000 800.00 56 CHAIN LINK RAILING LF 44.0000 12,936.00 294.000 12,936.00 SF) 57 PICKET RAILING LF 92.0000 33,304.00 362.000 33,304.00 SF) 58 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 2,083.20 7,560.000 2,116.80 S) 59 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 5,096.00 7,195.000 5,036.50 S) 60 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 902.80 1,256.000 929.44 S) (BROKEN 12-3) 61 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 15,210.00 5,428.000 14,112.80 S) 62 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 840.00 1,920.000 960.00 S) (BROKEN 6-1) 63 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,100.00 35,019.000 9,104.94 S) (BROKEN 17-7) 64 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 900.00 463.000 833.40 S) 65 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 5,250.00 1,754.000 5,262.00 S) 66 SIGNAL AND LIGHTING (REMOVE) LS 44,000.0000 44,000.00 1.000 44,000.00 S) 67 SIGNAL AND LIGHTING (LOCATION 1) LS 116,000.0000 116,000.00 1.000 116,000.00 S) 68 SIGNAL AND LIGHTING (LOCATION 2) LS 122,000.0000 122,000.00 1.000 122,000.00 S) 69 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 70 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 1.000 110,000.00 S) 71 INTERCONNECTION SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 S) PROGRAM CAS145 PAGE 4 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-102914 TIME 10:16 AM ESTIMATE NO. 30 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 09/17/01 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,532,574.59 ADJUSTMENT OF COMPENSATION 650,000.00 1,073,771.28 EXTRA WORK 0.00 1,589,375.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 650,000.00 7,195,720.98 72 MOBILIZATION LS 320,000.0000 320,000.00 1.000 320,000.00 ORIGINAL CONTRACT AMOUNT 4,654,746.25 TOTAL WORK COMPLETED 650,000.00 7,515,720.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 650,000.00 7,515,720.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 06/09/99 225 07/01/99 06/24/99 09/17/01 532 28 103 203 100% 100% NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/06