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 06/21/11 EST. NO.16 TIME 09:30 AM R.E. NAME: EID, EMILE 07-252714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/21/11 EST. NO.16 TIME 09:30 AM R.E. NAME: EID, EMILE 07-252714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL ARRA -1,000.00 01 LATE CLOSURE PER SP -24,825.00 02 ARRA REVERSAL 1,000.00 03 LATE OPENING CLOSURE -15,000.00 11 LATE CLOSURE PER SP -6,825.00 14 0.00 -46,650.00 TOTAL DEDUCTIONS 0.00 -46,650.00 PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 09:30 AM ESTIMATE NO. 16 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/11 LOCATION PROGRESS ESTIMATE 07-LA-5-39.4/R43.9 ----------------- SECURITY PAVING COMPANY, INC. IN LOS ANGELES COUNTY IN LOS P O BOX 1489 ANGELES FROM ROUTE 118/5 SEPARATION SUN VALLEY CA 91353-1489 TO 0.1 MILE NORTH OF SAN FERNANDO ROAD OVERHEAD FED. AID NO. SARR-053(14)E ,A-053(14)E REPLACE CONCRETE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 500.0000 182,500.00 19.000 9,500.00 282.000 141,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 7,500.0000 7,500.00 0.050 375.00 0.720 5,400.00 05 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.750 1,125.00 PROGRAM 06 STREET SWEEPING LS 6,000.0000 6,000.00 0.050 300.00 0.720 4,320.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 32,000.0000 32,000.00 0.050 1,600.00 0.720 23,040.00 08 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.050 425.00 0.830 7,055.00 09 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.050 19,000.00 0.760 288,800.00 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,880.00 0.000 0.00 11 TEMPORARY RAILING (TYPE K) LF 29.0000 11,600.00 0.000 0.00 12 TEMPORARY CRASH CUSHION MODULE EA 210.0000 8,820.00 0.000 0.00 13 REMOVE PAVEMENT MARKER EA 0.7500 14,325.00 19,043.000 14,282.25 14 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5800 24,806.00 15,252.440 24,098.86 15 REMOVE CONCRETE CURB AND SIDEWALK CY 250.0000 575.00 2.560 640.00 16 ROADWAY EXCAVATION CY 24.7000 118,560.00 3,532.600 87,255.22 17 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 18 AGGREGATE BASE (APPROACH SLAB) CY 75.0000 9,075.00 309.590 23,219.25 19 CLASS 3 AGGREGATE BASE CY 42.0000 13,020.00 315.400 13,246.80 20 LEAN CONCRETE BASE RAPID SETTING CY 295.0000 64,900.00 226.000 66,670.00 21 HOT MIX ASPHALT (TYPE B) TON 64.4500 513,022.00 6,038.500 389,181.33 22 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 87.1000 138,489.00 1,289.910 112,351.16 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 09:30 AM ESTIMATE NO. 16 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 24 TACK COAT TON 750.0000 22,500.00 27.000 20,250.00 25 CONCRETE PAVEMENT (RAMP TERMINI) (RAPID CY 369.4000 136,678.00 372.919 137,756.28 STRENGTH CONCRETE) 26 REPLACE CONCRETE PAVEMENT CY 365.0000 3,157,250.00 8,526.510 3,112,176.15 (RAPID STRENGTH CONCRETE) 27 DOWEL BAR (DRILL AND BOND) EA 10.5000 271,950.00 13,583.000 142,621.50 28 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 2.1100 628,780.00 92,157.200 194,451.69 214,012.400 451,566.16 29 GRIND EXISTING CONCRETE SQYD 3.5800 1,109,800.00 303,723.101 1,087,328.70 PAVEMENT 30 STRUCTURAL CONCRETE, APPROACH SLAB CY 730.0000 886,220.00 1,433.950 1,046,783.50 (TYPE R) 31 PAVING NOTCH EXTENSION CY 3,615.0000 109,173.00 30.157 109,017.56 32 CLEAN EXPANSION JOINT LF 19.1000 20,551.60 415.000 7,926.50 575.000 10,982.50 33 JOINT SEAL (MR 1/2") LF 31.0000 54,777.00 1,909.000 59,179.00 2,416.000 74,896.00 34 JOINT SEAL (MR 1 1/2") LF 55.0000 21,670.00 0.000 0.00 35 MINOR CONCRETE (CURB RAMP) CY 1,850.0000 5,365.00 2.960 5,476.00 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 67,840.00 75,180.000 24,057.60 75,180.000 24,057.60 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,538.00 1,522.000 1,369.80 1,522.000 1,369.80 38 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 8,162.00 2,714.000 1,438.42 2,714.000 1,438.42 (BROKEN 12-3) 39 THERMOPLASTIC PAVEMENT MARKING SQFT 5.1400 15,985.40 1,002.000 5,150.28 1,002.000 5,150.28 40 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 21,080.00 21,753.000 3,698.01 21,753.000 3,698.01 (BROKEN 36-12) 41 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 544.00 232.000 39.44 232.000 39.44 (BROKEN 17-7) 42 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 3,280.70 2,969.000 1,573.57 2,969.000 1,573.57 (BROKEN 36-12) 43 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 9,984.00 4,170.000 4,003.20 4,170.000 4,003.20 44 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.9600 17,620.40 3,364.000 6,593.44 3,364.000 6,593.44 45 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,650.0000 2,650.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 46 MICROWAVE VEHICLE DETECTION SYSTEM LS 123,800.0000 123,800.00 0.950 117,610.00 (TEMPORARY) 47 MODIFY TRAFFIC MONITORING STATION LS 14,000.0000 14,000.00 0.000 0.00 48 MODIFY RAMP METERING SYSTEM LS 46,000.0000 46,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252714 TIME 09:30 AM ESTIMATE NO. 16 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 340,680.95 7,566,072.98 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 45,463.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 340,680.95 7,611,536.86 49 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 8,355,271.10 TOTAL WORK COMPLETED 340,680.95 7,661,536.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -46,650.00 TOTAL 340,680.95 7,614,886.86 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 10/07/09 570 03/01/10 00/00/00 10/11/11 288 40 0 0 89% 51% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11