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 09/23/08 EST. NO.03 TIME 06:58 AM R.E. NAME: AMARJIT DHALIWAL 06-0H8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0003 88,636.80 A.C. @ U.P.(+) 091708 N 003 0 88,636.80 TOTAL THIS ESTIMATE 8,350.37 TOTAL PREVIOUS ESTIMATE 96,987.17 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 09/23/08 EST. NO.03 TIME 06:58 AM R.E. NAME: AMARJIT DHALIWAL 06-0H8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H8404 TIME 06:58 AM ESTIMATE NO. 03 BID OPENING 04/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 09/23/08 LOCATION PROGRESS ESTIMATE 06-KER-58-77.3/107.6 ----------------- GRANITE CONSTRUCTION IN KERN COUNTY NEAR TEHACHAPI FROM P.O. BOX 5127 1.7 MILE EAST OF ROUTE 223 TO BAKERSFIELD, CA CACHE CREEK BRIDGE FED. AID NO. N O N E RUBBERIZED HOT MIX ASPHALT OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 600.0000 600.00 0.250 150.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 176,000.00 21.000 46,200.00 73.000 160,600.00 03 CONSTRUCTION SITE MANAGEMENT LS 29,000.0000 29,000.00 0.263 7,627.00 0.913 26,477.00 04 PREPARE WATER POLLUTION CONTROL LS 300.0000 300.00 0.750 225.00 PROGRAM 05 STREET SWEEPING LS 57,000.0000 57,000.00 0.263 14,991.00 0.913 52,041.00 06 CONSTRUCTION AREA SIGNS LS 4,850.0000 4,850.00 0.144 698.40 0.874 4,238.90 S) 07 TRAFFIC CONTROL SYSTEM LS 363,262.0000 363,262.00 0.263 95,537.91 0.913 331,658.21 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 29,000.0000 29,000.00 0.263 7,627.00 0.913 26,477.00 S) 09 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 11,440.00 28,320.000 11,328.00 S) 10 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 90.00 24.000 60.00 S) 11 REMOVE CONCRETE PAVEMENT CY 115.0000 12,650.00 142.750 16,416.25 12 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 34,860.00 1,119.900 3,919.65 8,945.170 31,308.10 S) 13 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 0.263 1,183.50 0.913 4,108.50 14 SAND COVER TON 11.0000 5,390.00 474.490 5,219.39 15 ASPHALTIC EMULSION (FOG SEAL COAT) TON 570.0000 34,200.00 53.620 30,563.40 16 ASPHALTIC EMULSION (POLYMER MODIFIED) TON 550.0000 225,500.00 66.100 36,355.00 476.100 261,855.00 17 SCREENINGS (MEDIUM) TON 73.0000 297,110.00 3,734.190 272,595.87 18 HOT MIX ASPHALT (TYPE A) TON 118.0000 187,620.00 137.670 16,245.06 1,597.350 188,487.30 19 HOT MIX ASPHALT (OPEN GRADED) TON 179.0000 118,140.00 1,595.320 285,562.28 1,767.890 316,452.31 20 ASPHALTIC EMULSION MEMBRANE TON 588.0000 346,920.00 303.970 178,734.36 604.450 355,416.60 (BONDED WEARING COURSE) 21 RUBBERIZED HOT MIX ASPHALT TON 139.0000 1,959,900.00 11,451.810 1,591,801.59 14,850.960 2,064,283.44 (BONDED WEARING COURSE-GAP GRADED) 22 RUBBERIZED HOT MIX ASPHALT TON 139.0000 4,086,600.00 15,082.310 2,096,441.09 26,976.120 3,749,680.68 (BONDED WEARING COURSE-OPEN GRADED) PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H8404 TIME 06:58 AM ESTIMATE NO. 03 BID OPENING 04/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SHOULDER RUMBLE STRIP STA 21.0000 61,530.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 24 SHOULDER RUMBLE STRIP STA 21.0000 3,990.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 25 TACK COAT TON 665.0000 5,320.00 4.000 2,660.00 4.000 2,660.00 26 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 67,390.00 152,402.000 35,052.46 152,402.000 35,052.46 S) 27 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 8,580.00 3,697.000 2,218.20 3,697.000 2,218.20 S) 28 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 360.00 0.000 0.00 S) 29 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.0900 26,370.00 164,311.000 14,787.99 164,311.000 14,787.99 S) (BROKEN 36-12) 30 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 952.00 1,701.000 340.20 1,701.000 340.20 S) (BROKEN 17-7) 31 THERMOPLASTIC TRAFFIC STRIPE LF 0.1200 37,680.00 205,314.000 24,637.68 205,314.000 24,637.68 S) (SPRAYABLE) 32 PAVEMENT MARKER EA 6.4500 85,785.00 3,814.000 24,600.30 3,814.000 24,600.30 S) (RETROREFLECTIVE-RECESSED) 33 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 200.0000 200.00 0.913 182.60 0.913 182.60 S) SYSTEM ELEMENTS DURING CONSTRUCTION 34 IMPORTED MATERIAL (SHOULDER BACKING) TON 36.0000 70,560.00 2,111.610 76,017.96 2,111.610 76,017.96 PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H8404 TIME 06:58 AM ESTIMATE NO. 03 BID OPENING 04/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 4,563,421.23 8,090,139.34 ADJUSTMENT OF COMPENSATION 88,636.80 96,987.17 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 4,652,058.03 8,187,126.51 ORIGINAL CONTRACT AMOUNT 8,353,649.00 TOTAL WORK COMPLETED 4,652,058.03 8,187,126.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,652,058.03 8,187,126.51 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 05/21/08 80 06/06/08 06/06/08 09/29/08 73 1 0 0 92% 91% PROGRESS IS SATISFACTORY AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 09/23/08