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 01/25/10 EST. NO.10 TIME 01:09 PM R.E. NAME: HISHAM ALNATOUR 06-460704 --------------------------------------------------------------------------- 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 0013 1,401.17 E.W. @ F.A.(+) 063009 N 0027.0 009 0001 41,666.25 E.W. @ L.S.(+) 010510 N 0001 0 43,067.42 TOTAL THIS ESTIMATE -260,735.50 TOTAL PREVIOUS ESTIMATE -217,668.08 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 01/25/10 EST. NO.10 TIME 01:09 PM R.E. NAME: HISHAM ALNATOUR 06-460704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JMF TEST -6,000.00 04 ANT 25 LD @ 19100P/D -477,500.00 08 ANT 28 LD @ 19100P/D -534,800.00 08 MISS CPM UPDATE -60,000.00 08 ANT 25 LDS @ 19100 -477,500.00 09 RECD CPM UPDATE 55,000.00 09 MISS CEM 2402F -10,000.00 10 REL ANT 78 LDS 1,489,800.00 10 1,479,800.00 -21,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 09 0.00 -10,000.00 LIQUIDATED DAMAGES 9 LDS @ $1900 P/D -171,000.00 07 9 LDS 2 100 P/D -900.00 09 REL 9 LDS @1900 P/D 171,000.00 10 87 LDS @ 19,100.00 D -1,661,700.00 10 9 LDS @ 100.00 P/D 900.00 10 -1,489,800.00 -1,661,700.00 TOTAL DEDUCTIONS -10,000.00 -1,692,700.00 PROGRAM CAS145 PAGE 1 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460704 TIME 01:09 PM ESTIMATE NO. 10 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/05/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/25/10 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-5-0.0/10.2 ---------------------------------------- SECURITY PAVING IN KERN COUNTY AT LEBEC FROM LOS PO BOX 1489 ANGELES COUNTY LINE TO GRAPEVINE SUN VALLEY, CA 91353 UNDERCROSSING FED. AID NO. ACIM- 005-4(180)205 HOT MIX ASPHALT CONCRETE SURFACING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD LS 301,000.0000 301,000.00 1.000 301,000.00 03 TEMPORARY FENCE (TYPE ESA) LF 6.0000 2,100.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 3.7500 26,250.00 7,000.000 26,250.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 17,500.00 2.000 7,000.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 7,000.00 59.000 14,750.00 09 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000.00 11 CONSTRUCTION AREA SIGNS LS 3,800.0000 3,800.00 1.000 3,800.00 S) 12 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.7600 101,840.00 138,974.000 105,620.24 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 32.5000 16,575.00 251.970 8,189.03 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,800.00 223.000 8,920.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.2500 7,280.00 252.000 819.00 1,983.000 6,444.75 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 18 TEMPORARY RAILING (TYPE K) LF 11.2500 370,125.00 32,809.000 369,101.25 19 TEMPORARY CRASH CUSHION MODULE EA 220.0000 9,240.00 42.000 9,240.00 S) 20 REMOVE ENTRANCE TAPER EA 200.0000 7,400.00 37.000 7,400.00 21 REMOVE ANCHOR ASSEMBLY EA 100.0000 5,100.00 59.000 5,900.00 22 REMOVE METAL BEAM GUARD RAILING LF 21.6000 17,928.00 712.500 15,390.00 S) PROGRAM CAS145 PAGE 2 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460704 TIME 01:09 PM ESTIMATE NO. 10 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/05/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7600 18,924.00 1,200.000 912.00 S) 24 REMOVE PAINTED TRAFFIC STRIPE LF 0.4400 9,152.00 20,800.000 9,152.00 S) 25 REMOVE PAVEMENT MARKER EA 2.1500 4,816.00 1,116.000 2,399.40 S) 26 REMOVE ASPHALT CONCRETE DIKE LF 0.7500 14,100.00 18,022.000 13,516.50 27 REMOVE DOWNDRAIN LF 20.0000 30,000.00 1,742.000 34,840.00 28 REMOVE CONCRETE PAVEMENT CY 80.0000 34,400.00 0.000 0.00 29 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 27.0000 228,690.00 8,650.000 233,550.00 S) 30 RECONSTRUCT METAL BEAM GUARD RAILING LF 26.5000 76,320.00 2,775.000 73,537.50 S) (STEEL POST) 31 RECONSTRUCT TRANSITION RAILING EA 5,400.0000 10,800.00 2.000 10,800.00 S) (TYPE STB) 32 ADJUST MONUMENT TO GRADE EA 450.0000 8,100.00 20.000 9,000.00 33 ADJUST INLET TO GRADE EA 1,600.0000 44,800.00 35.000 56,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.4000 9,196.00 2,081.000 9,156.40 S) 35 ROADWAY EXCAVATION CY 15.4500 699,885.00 49,174.950 759,752.98 36 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 S) 37 EROSION CONTROL (TYPE D) ACRE 3,500.0000 16,450.00 4.700 16,450.00 S) 38 CLASS 2 AGGREGATE SUBBASE CY 18.5500 149,513.00 9,482.660 175,903.34 39 CLASS 2 AGGREGATE BASE CY 29.0500 96,446.00 3,437.040 99,846.01 40 LEAN CONCRETE BASE CY 110.0000 633,600.00 6,014.810 661,629.10 41 HOT MIX ASPHALT TON 85.5000 2,317,050.00 27,780.510 2,375,233.61 42 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 118.0000 3,634,400.00 28,917.380 3,412,250.84 43 SHOULDER RUMBLE STRIP STA 17.0000 11,220.00 497.080 8,450.36 (HMA,GROUND-IN INDENTATIONS) 44 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 1,404.00 12,008.000 14,409.60 45 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 684.00 406.000 487.20 46 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 53,400.00 24,222.000 29,066.40 47 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 14,880.00 6,171.000 7,405.20 48 PLACE HOT MIX ASPHALT SQYD 58.0000 16,820.00 284.730 16,514.34 (MISCELLANEOUS AREA) 49 TACK COAT TON 1,025.0000 123,000.00 15.000 15,375.00 PROGRAM CAS145 PAGE 3 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460704 TIME 01:09 PM ESTIMATE NO. 10 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/05/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT PLAIN CONCRETE PAVEMENT CY 149.0000 2,294,600.00 15,638.520 2,330,139.48 51 SHOULDER RUMBLE STRIP STA 45.0000 10,350.00 232.000 10,440.00 (PCC, ROLLED-IN INDENTATIONS) 52 REPLACE CONCRETE PAVEMENT CY 610.0000 866,200.00 1,454.720 887,379.20 (RAPID STRENGTH CONCRETE) 53 SEAL PAVEMENT JOINT LF 2.1500 54,180.00 25,673.600 55,198.24 54 SEAL LONGITUDINAL ISOLATION JOINT LF 5.4000 131,220.00 23,140.000 124,956.00 55 GRIND EXISTING CONCRETE SQYD 5.7100 562,435.00 93,420.000 533,428.20 S) PAVEMENT 56 MINOR CONCRETE (MINOR STRUCTURE) CY 4,000.0000 4,400.00 1.100 4,400.00 F) 57 18" REINFORCED CONCRETE PIPE LF 1,000.0000 3,000.00 2.500 2,500.00 58 24" REINFORCED CONCRETE PIPE LF 168.0000 89,040.00 435.000 73,080.00 59 18" SLOTTED CORRUGATED STEEL PIPE LF 358.0000 14,320.00 40.000 14,320.00 (.079" THICK) 60 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 187,500.00 1,742.000 217,750.00 (.079" THICK) 61 18" ENTRANCE TAPER EA 550.0000 20,350.00 37.000 20,350.00 62 ANCHOR ASSEMBLY EA 375.0000 19,125.00 59.000 22,125.00 63 24" CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800.00 64 ROCK SLOPE PROTECTION CY 500.0000 1,500.00 2.800 1,400.00 (FACING, METHOD B) 65 ROCK SLOPE PROTECTION FABRIC SQYD 25.0000 275.00 10.300 257.50 66 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,052.00 263.000 1,052.00 SF) 67 TRANSITION RAILING (TYPE WB) EA 4,320.0000 30,240.00 8.000 34,560.00 S) 68 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,080.0000 14,040.00 12.000 12,960.00 S) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,670.0000 80,740.00 20.000 73,400.00 S) 70 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2200 60,940.00 44,164.000 9,716.08 317,297.000 69,805.34 S) 71 PAVEMENT MARKER EA 12.0000 56,640.00 4,639.000 55,668.00 S) (RETROREFLECTIVE-RECESSED) 72 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,600.0000 1,600.00 1.000 1,600.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 73 MODIFY LIGHTING LS 50,200.0000 50,200.00 1.000 50,200.00 S) PROGRAM CAS145 PAGE 4 DATE 01/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-460704 TIME 01:09 PM ESTIMATE NO. 10 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/05/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,535.08 13,733,412.01 ADJUSTMENT OF COMPENSATION 0.00 -359,498.48 EXTRA WORK 43,067.42 141,830.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,602.50 13,515,743.93 74 MOBILIZATION LS 355,000.0000 355,000.00 1.000 355,000.00 ORIGINAL CONTRACT AMOUNT 14,268,735.00 TOTAL WORK COMPLETED 53,602.50 13,870,743.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -1,692,700.00 TOTAL 43,602.50 12,178,043.93 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 09/10/08 87 09/25/08 09/25/08 01/05/10 115 137 28 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/10