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 07/26/10 EST. NO.05 TIME 02:05 PM R.E. NAME: ABU-GHARBIEH, IMAD 08-0A5504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0002 13,468.59 E.W. @ U.P (+) 071910 N 002 0 13,468.59 TOTAL THIS ESTIMATE 4,273.44 TOTAL PREVIOUS ESTIMATE 17,742.03 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 07/26/10 EST. NO.05 TIME 02:05 PM R.E. NAME: ABU-GHARBIEH, IMAD 08-0A5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A5504 TIME 02:05 PM ESTIMATE NO. 05 BID OPENING 01/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABU-GHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 LOCATION PROGRESS ESTIMATE 08-RIV-91-R0.1/5.9 ----------------- 08-RIV-91-6.9/9.0 ALL AMERICAN ASPHALT CORONA P.O. BOX 2229 ORANGE CO LINE TO 0.1 MI W/O WEST CORONA, CA 91718 GRAND & TEMESCAL BR OH TO 0.2 MI W/O MCKINLEY ST FED. AID NO. IM- ( ) OVERLAY AND SLAB REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 4,100.0000 4,100.00 0.500 2,050.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 91.0000 16,380.00 25.000 2,275.00 99.000 9,009.00 04 CONSTRUCTION SITE MANAGEMENT LS 22,950.0000 22,950.00 0.138 3,167.10 0.544 12,484.80 05 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.750 1,650.00 PREVENTION PLAN 06 TEMPORARY GRAVEL BAG BERM LF 3.1200 15,600.00 500.000 1,560.00 2,500.000 7,800.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 2,400.00 0.000 0.00 08 TEMPORARY COVER SQYD 0.7500 22,500.00 0.000 0.00 09 STREET SWEEPING LS 6,100.0000 6,100.00 0.138 841.80 0.544 3,318.40 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,700.0000 3,700.00 0.138 510.60 0.544 2,012.80 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 23,400.0000 23,400.00 0.056 1,310.40 0.618 14,461.20 13 TRAFFIC CONTROL SYSTEM LS 408,300.0000 408,300.00 0.138 56,345.40 0.544 222,115.20 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,370.0000 29,480.00 0.556 4,097.72 2.178 16,051.86 15 REMOVE PAVEMENT MARKER EA 1.0000 34,500.00 2,964.000 2,964.00 20,274.000 20,274.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1200 150,080.00 33,395.210 37,402.64 33,395.210 37,402.64 17 CLEARING AND GRUBBING LS 4,900.0000 4,900.00 0.000 0.00 18 LEAD COMPLIANCE PLAN LS 1,510.0000 1,510.00 1.000 1,510.00 19 AGGREGATE BASE (APPROACH SLAB) CY 544.0000 72,352.00 387.410 210,751.04 505.710 275,106.24 20 SEAL RANDOM CRACKS LNMI 5,500.0000 66,000.00 4.284 23,562.00 4.284 23,562.00 21 HOT MIX ASPHALT (TYPE A) TON 64.0000 234,240.00 3,748.810 239,923.84 3,748.810 239,923.84 22 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 74.8400 1,085,180.00 1,548.910 115,920.42 1,548.910 115,920.42 PROGRAM CAS145 PAGE 2 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A5504 TIME 02:05 PM ESTIMATE NO. 05 BID OPENING 01/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABU-GHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 75.00 0.050 75.00 24 TACK COAT TON 588.0000 35,868.00 6.990 4,110.12 6.990 4,110.12 25 REPLACE CONCRETE PAVEMENT CY 563.0000 337,800.00 609.830 343,334.29 (RAPID STRENGTH CONCRETE) 26 DOWEL BAR (DRILL AND BOND) EA 12.0000 17,280.00 1,104.000 13,248.00 27 GRIND EXISTING CONCRETE SQYD 3.0700 1,777,530.00 23,588.390 72,416.36 441,299.767 1,354,790.28 PAVEMENT 28 STRUCTURAL CONCRETE, APPROACH SLAB CY 640.0000 842,880.00 433.990 277,753.60 828.690 530,361.60 (TYPE R) 29 PAVING NOTCH EXTENSION CY 2,477.0000 54,494.00 11.180 27,692.86 24.240 60,042.48 30 JOINT SEAL (MR 1/2") LF 36.0000 24,192.00 0.000 0.00 31 JOINT SEAL (MR 1") LF 42.0000 22,218.00 0.000 0.00 32 JOINT SEAL (MR 1 1/2") LF 82.0000 30,586.00 0.000 0.00 33 THERMOPLASTIC TRAFFIC STRIPE LF 0.0900 58,590.00 88,463.000 7,961.67 154,490.000 13,904.10 (SPRAYABLE) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.8700 19,836.00 3,890.000 3,384.30 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.5400 27,566.00 968.000 1,490.72 36 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 0.194 213.40 SYSTEM ELEMENTS DURING CONSTRUCTION 37 INDUCTIVE LOOP DETECTOR EA 404.0000 117,160.00 0.000 0.00 38 VEHICLE SENSOR NODE EA 886.0000 79,740.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A5504 TIME 02:05 PM ESTIMATE NO. 05 BID OPENING 01/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABU-GHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,090,641.57 3,329,606.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,468.59 17,742.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,104,110.16 3,347,348.72 39 MOBILIZATION LS 77,600.0000 77,600.00 0.050 3,880.00 1.000 77,600.00 ORIGINAL CONTRACT AMOUNT 5,732,812.00 TOTAL WORK COMPLETED 1,107,990.16 3,424,948.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,107,990.16 3,424,948.72 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 02/16/10 180 03/03/10 03/03/10 11/24/10 98 4 0 1 57% 54% PROGRESS IS SATISFACTORY ABU-GHARBIEH, IMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/10