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 09/07/10 EST. NO.09 TIME 07:36 AM R.E. NAME: HISHAM ALNATOUR 06-0C8004 --------------------------------------------------------------------------- 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 0001 3,363.75 E.W. @ F.A.(+) 062510 N 0001 0 0002 11,815.47 052610 N 0002 0 0003 6,837.79 062510 N 0003 0 0004 1,552.27 012610 N 0004 0 0005 8,424.90 061510 N 0005 0 31,994.18 TOTAL THIS ESTIMATE 9,300.00 TOTAL PREVIOUS ESTIMATE 41,294.18 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 09/07/10 EST. NO.09 TIME 07:36 AM R.E. NAME: HISHAM ALNATOUR 06-0C8004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON COMPLIANCE CPM -67,927.50 01 RECD CPM 67,927.50 02 MISS CEM 4401 -10,000.00 07 RECD CEM 4401 10,000.00 09 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 05 MISS PYRL -10,000.00 07 RECD PYRL 12,000.00 09 12,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 025 -750.00 04 OVERBID ITEM NO. 025 -250.00 05 OVERBID ITEM NO. 025 1,000.00 07 OVERBID ITEM NO. 027 -500.00 04 OVERBID ITEM NO. 027 500.00 07 0.00 0.00 TOTAL DEDUCTIONS 22,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/07/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0C8004 TIME 07:36 AM ESTIMATE NO. 09 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/07/10 LOCATION FINAL ESTIMATE 06-KER-5-6.3/10.1 -------------- SECURITY PAVING COMPANY INC IN KERN COUNTY NEAR GRAPEVINE AT P O BOX 1489 VARIOUS LOCATIONS FROM 1.5 MILES SUN VALLEY CA 91353-1489 NORTH OF FORT TEJON ROAD OC TO GRAPEVINE ROAD UNDERCROSSING FED. AID NO. SARR-054(182)E ,A-054(182)E UPGRADE MEDIAN BARRIERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 5.0000 210.00 42.000 210.00 03 CONSTRUCTION SITE MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 05 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,400.00 6.000 2,400.00 06 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,300.0000 3,300.00 1.000 3,300.00 08 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 09 TRAFFIC CONTROL SYSTEM LS 49,000.0000 49,000.00 1.000 49,000.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 13,770.00 5,790.000 17,370.00 11 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 1,300.00 126.000 1,260.00 12 TEMPORARY MARKER EA 27.0000 27.00 1.000 27.00 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,575.00 63.000 1,575.00 14 TEMPORARY PAVEMENT MARKER EA 5.0000 485.00 130.000 650.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 1.000 6,000.00 16 TEMPORARY RAILING (TYPE K) LF 9.0000 42,750.00 4,793.000 43,137.00 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 14.000 3,500.00 18 REMOVE ENTRANCE TAPER EA 200.0000 200.00 1.000 200.00 19 REMOVE METAL BEAM GUARD RAILING LF 5.0000 73,500.00 14,533.800 72,669.00 20 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 21 REMOVE TRAFFIC STRIPE LF 1.0000 1,850.00 1,847.000 1,847.00 22 REMOVE PAVEMENT MARKER EA 1.0000 160.00 155.000 155.00 PROGRAM CAS145 PAGE 2 DATE 09/07/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0C8004 TIME 07:36 AM ESTIMATE NO. 09 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/07/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PIPE LF 51.0000 2,142.00 42.000 2,142.00 24 ADJUST INLET EA 4,000.0000 8,000.00 2.000 8,000.00 25 CLEARING AND GRUBBING LS 11,000.0000 11,000.00 1.000 11,000.00 26 ROADWAY EXCAVATION CY 30.0000 13,500.00 450.000 13,500.00 27 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 28 IMPORTED BORROW CY 11.0000 83,490.00 7,590.000 83,490.00 29 EROSION CONTROL (COMPOST BLANKET) CY 100.0000 37,000.00 370.000 37,000.00 30 FIBER ROLLS LF 2.0000 31,200.00 16,861.000 33,722.00 31 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 4.000 2,800.00 32 JUTE MESH SQYD 4.0000 52,800.00 13,200.400 52,801.60 33 CLASS 2 AGGREGATE BASE CY 54.0000 15,120.00 280.260 15,134.04 34 HOT MIX ASPHALT (TYPE A) TON 56.0000 35,840.00 639.690 35,822.64 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 10.0000 380.00 112.000 1,120.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 1,100.00 44.000 440.00 37 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 27,500.00 25.000 27,500.00 F) 38 18" CORRUGATED STEEL PIPE (.079" THICK) LF 133.0000 26,600.00 208.400 27,717.20 39 18" STEEL FLARED END SECTION EA 250.0000 1,750.00 7.000 1,750.00 40 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 224.0000 9,408.00 42.000 9,408.00 41 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 180.00 115.500 173.25 42 MISCELLANEOUS IRON AND STEEL LB 1.5000 8,613.00 5,742.000 8,613.00 F) 43 SURVEY MONUMENT (TYPE A) EA 220.0000 660.00 0.000 0.00 44 METAL BEAM GUARD RAILING (STEEL POST) LF 28.0000 1,064.00 37.500 1,050.00 45 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 20.0000 208,000.00 10,161.200 203,224.00 46 BURIED POST ANCHOR EA 600.0000 600.00 1.000 600.00 47 TRANSITION RAILING (TYPE STB) EA 2,000.0000 6,000.00 3.000 6,000.00 48 TRANSITION RAILING (TYPE WB) EA 2,000.0000 4,000.00 2.000 4,000.00 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 8.000 5,600.00 PROGRAM CAS145 PAGE 3 DATE 09/07/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0C8004 TIME 07:36 AM ESTIMATE NO. 09 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/07/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 20,000.00 10.000 20,000.00 51 CONCRETE BARRIER (TYPE 60) LF 30.0000 124,500.00 4,134.000 124,020.00 52 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,299.00 4,499.000 1,349.70 53 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,478.00 6,559.000 1,311.80 (BROKEN 36-12) 54 PAVEMENT MARKER EA 7.0000 1,750.00 105.000 735.00 277.000 1,939.00 (RETROREFLECTIVE-RECESSED) 55 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 56 TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 1.000 35,000.00 57 ROADSIDE WEATHER INFORMATION SYSTEM LS 17,000.0000 17,000.00 1.000 17,000.00 58 REPLACE PULL BOX EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 4 DATE 09/07/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0C8004 TIME 07:36 AM ESTIMATE NO. 09 BID OPENING 05/26/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 09/07/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 735.00 1,038,728.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,994.18 41,294.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 32,729.18 1,080,022.41 59 MOBILIZATION LS 60,749.0000 60,749.00 1.000 60,749.00 ORIGINAL CONTRACT AMOUNT 1,100,000.00 TOTAL WORK COMPLETED 32,729.18 1,140,771.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 22,000.00 0.00 TOTAL 54,729.18 1,140,771.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 025 CLEARING AND GRUBBING 10,000.00 11,000.00 1,000.00 027 LEAD COMPLIANCE PLAN 2,000.00 2,500.00 500.00 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 07/14/09 60 10/19/09 04/01/10 06/30/10 60 141 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/07/10