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 07/26/11 EST. NO.05 TIME 07:29 AM R.E. NAME: KAROUT, REDA 07-252304 --------------------------------------------------------------------------- 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 07/26/11 EST. NO.05 TIME 07:29 AM R.E. NAME: KAROUT, REDA 07-252304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252304 TIME 07:29 AM ESTIMATE NO. 05 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 07/26/11 LOCATION PROGRESS ESTIMATE 07-LA-57-R7.7/R12.2 ----------------- ALL AMERICAN ASPHALT IN LOS ANGELES COUNTY IN SAN DIMAS PO BOX 2229 AND GLENDORA FROM ROUTE 57/210 CORONA, CA 92879-2229 SEPARATION FED. AID NO. STP-S057(55)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 3,600.0000 3,600.00 0.350 1,260.00 0.800 2,880.00 02 TIME-RELATED OVERHEAD LS 20,000.0000 20,000.00 0.350 7,000.00 0.800 16,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 20,100.0000 20,100.00 0.400 8,040.00 0.800 16,080.00 04 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.250 2,000.00 1.000 8,000.00 06 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.700 9,100.00 07 TRAFFIC CONTROL SYSTEM LS 149,000.0000 149,000.00 0.350 52,150.00 0.800 119,200.00 08 REMOVE PAVEMENT MARKER EA 1.1600 19,140.00 1,262.000 1,463.92 16,500.000 19,140.00 09 REMOVE ASPHALT CONCRETE DIKE LF 0.8400 35,700.00 21,999.000 18,479.16 23,314.000 19,583.76 10 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 153,000.00 106,673.000 96,005.70 106,673.000 96,005.70 11 REMOVE UNSOUND CONCRETE CF 1,000.0000 6,000.00 1.030 1,030.00 1.030 1,030.00 12 ROADWAY EXCAVATION CY 61.0000 112,240.00 699.200 42,651.20 1,840.000 112,240.00 13 LEAD COMPLIANCE PLAN LS 1,600.0000 1,600.00 1.000 1,600.00 14 CLASS 3 AGGREGATE BASE CY 41.0000 58,220.00 615.440 25,233.04 1,395.440 57,213.04 15 LEAN CONCRETE BASE (RAPID SETTING) CY 307.0000 239,460.00 278.900 85,622.30 505.900 155,311.30 16 CRACK TREATMENT LNMI 3,280.0000 65,600.00 4.000 13,120.00 4.000 13,120.00 17 HOT MIX ASPHALT (TYPE B) TON 59.0000 74,930.00 101.000 5,959.00 18 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 76.0000 1,725,200.00 13,977.650 1,062,301.40 13,977.650 1,062,301.40 19 DATA CORE LS 4,200.0000 4,200.00 0.000 0.00 20 PLACE HOT MIX ASPHALT DIKE LF 1.1400 48,450.00 33,267.000 37,924.38 33,267.000 37,924.38 21 TACK COAT TON 550.0000 8,250.00 0.000 0.00 22 REPLACE CONCRETE PAVEMENT CY 445.0000 1,481,850.00 529.000 235,405.00 3,765.640 1,675,709.80 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 2 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252304 TIME 07:29 AM ESTIMATE NO. 05 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TIE BAR EA 12.0000 90,720.00 4,244.000 50,928.00 24 DOWEL BAR EA 8.0000 106,400.00 5,212.000 41,696.00 25 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 1,058.0000 391,460.00 0.000 0.00 26 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.9600 905,520.00 323,400.000 633,864.00 323,400.000 633,864.00 27 PERFORMED COMPRESSION JOINT SEAL LF 4.0000 110,000.00 0.000 0.00 28 GRIND EXISTING CONCRETE SQYD 3.7200 691,920.00 66,840.000 248,644.80 186,000.000 691,920.00 PAVEMENT 29 CLEAN EXPANSION JOINT LF 10.0000 25,100.00 1,159.000 11,590.00 1,159.000 11,590.00 30 RAPID SETTING CONCRETE (PATCH) CF 722.0000 4,332.00 1.030 743.66 1.030 743.66 31 JOINT SEAL (MR 1/2") LF 69.0000 46,575.00 0.000 0.00 32 JOINT SEAL (MR 2") LF 105.0000 193,200.00 245.000 25,725.00 245.000 25,725.00 33 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 72,020.00 0.000 0.00 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,430.00 0.000 0.00 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 13,702.00 0.000 0.00 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,148.00 0.000 0.00 (BROKEN 17-7) 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0400 12,064.00 0.000 0.00 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0800 10,192.00 0.000 0.00 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 40 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 85,000.0000 85,000.00 0.354 30,090.00 0.624 53,040.00 PROGRAM CAS145 PAGE 3 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-252304 TIME 07:29 AM ESTIMATE NO. 05 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,640,343.56 4,938,905.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,640,343.56 4,938,905.04 41 MOBILIZATION LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 7,114,323.00 TOTAL WORK COMPLETED 2,645,343.56 5,038,905.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,645,343.56 5,038,905.04 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 02/15/11 60 04/08/11 03/02/11 08/12/11 43 55 0 0 69% 72% PROGRESS IS SATISFACTORY KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/11