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 06/20/08 EST. NO.07 TIME 11:02 AM R.E. NAME: YANG, CHAD 08-495204 --------------------------------------------------------------------------- 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 06/20/08 EST. NO.07 TIME 11:02 AM R.E. NAME: YANG, CHAD 08-495204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 001 -25.00 04 OVERBID ITEM NO. 001 -25.00 06 0.00 -50.00 TOTAL DEDUCTIONS 0.00 -50.00 PROGRAM CAS145 PAGE 1 DATE 06/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-495204 TIME 11:02 AM ESTIMATE NO. 07 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/20/08 LOCATION PROGRESS ESTIMATE 08-RIV-15-8.2/23.9 ----------------- ALL AMERICAN ASPHALT IN RIVERSIDE COUNTY IN MURRIETA AND JAMES M. MC GEE LAKE ELSINORE FROM 0.9 KM SOUTH OF PROJECT MANAGER ROUTE 15/215 SEPARATION TO 2.6 KM 1776 ALL AMERICAN WAY NORTH OF ROUTE 15/74 SEPARATION CORONA, CA 91718-2229 FED. AID NO. ACIM-015 -5(150)62E GRIND AND REPLACE SLABS ------------------------------------------------------------------------------------------------------------------------------------ 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 2,600.0000 2,600.00 0.500 1,300.00 02 TIME-RELATED OVERHEAD WDAY 330.0000 92,400.00 15.000 4,950.00 88.000 29,040.00 03 CONSTRUCTION SITE MANAGEMENT LS 33,800.0000 33,800.00 0.080 2,704.00 0.480 16,224.00 04 PREPARE WATER POLLUTION CONTROL LS 1,800.0000 1,800.00 1.000 1,800.00 PROGRAM 05 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,000.00 0.000 0.00 06 STREET SWEEPING LS 10,500.0000 10,500.00 0.080 840.00 0.480 5,040.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,300.0000 6,300.00 1.000 6,300.00 08 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.040 272.00 0.640 4,352.00 S) 09 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.080 30,400.00 0.400 152,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 11,300.0000 67,800.00 6.000 67,800.00 S) 11 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 13,230.00 11.700 245.70 S) 12 REMOVE PAVEMENT MARKER EA 1.0500 41,160.00 2,172.000 2,280.60 11,431.000 12,002.55 S) 13 REMOVE ASPHALT CONCRETE DIKE M 1.0000 1,940.00 0.000 0.00 14 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6900 35,811.00 0.000 0.00 S) (30 MM MAXIMUM) 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6900 20,562.00 0.000 0.00 S) (45 MM MAXIMUM) 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6900 126,270.00 0.000 0.00 S) (60 MM MAXIMUM) 17 COLD PLANE ASPHALT CONCRETE M2 0.7000 3,213.00 0.000 0.00 S) PAVEMENT (90 MM MAXIMUM) 18 AGGREGATE BASE (APPROACH SLAB) M3 870.0000 62,640.00 91.180 79,326.60 F) 19 SEAL RANDOM CRACKS LNKM 2,300.0000 103,500.00 0.000 0.00 20 ASPHALT CONCRETE (TYPE A) TONN 67.0000 10,720.00 0.000 0.00 21 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 84.6000 2,859,480.00 0.000 0.00 22 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 57.0000 228.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 2 DATE 06/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-495204 TIME 11:02 AM ESTIMATE NO. 07 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 11,400.00 0.000 0.00 24 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 6.0000 240.00 0.000 0.00 25 REPLACE CONCRETE PAVEMENT M3 759.0000 1,055,010.00 1,390.090 1,055,078.31 (RAPID STRENGTH CONCRETE) 26 GRIND EXISTING CONCRETE M2 4.3600 2,533,160.00 353,212.950 1,540,008.46 S) PAVEMENT 27 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,270.0000 902,970.00 709.040 900,480.80 F) (TYPE R) 28 PAVING NOTCH EXTENSION M3 7,500.0000 33,000.00 4.400 33,000.00 29 CLEAN EXPANSION JOINT M 110.0000 16,500.00 0.000 0.00 30 JOINT SEAL (MR 30 MM) M 179.0000 15,036.00 0.000 0.00 S) 31 JOINT SEAL (MR 15 MM) M 168.0000 38,136.00 0.000 0.00 S) 32 JOINT SEAL (MR 40 MM) M 280.0000 26,880.00 0.000 0.00 S) 33 THERMOPLASTIC PAVEMENT MARKING M2 31.5000 19,845.00 0.000 0.00 S) 34 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 151,900.00 0.000 0.00 S) (SPRAYABLE) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 10,928.00 0.000 0.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 28,455.00 18,028.000 18,929.40 18,028.000 18,929.40 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 25,830.00 4,508.000 9,466.80 4,508.000 9,466.80 S) 38 DETECTOR LOOP EA 350.0000 20,300.00 0.000 0.00 S) 39 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 06/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-495204 TIME 11:02 AM ESTIMATE NO. 07 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 69,842.80 3,932,394.62 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,842.80 3,932,394.62 40 MOBILIZATION LS 83,800.0000 83,800.00 0.950 79,610.00 ORIGINAL CONTRACT AMOUNT 8,866,144.00 TOTAL WORK COMPLETED 69,842.80 4,012,004.62 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50.00 TOTAL 69,842.80 4,011,954.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,500.00 2,600.00 100.00 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 10/05/07 280 12/04/07 12/04/07 03/25/09 87 44 0 0 45% 31% PROGRESS IS SATISFACTORY YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/20/08