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 06/18/04 EST. NO.06 TIME 05:49 AM R.E. NAME: SHAEFFER, M.A. 06-385504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0051 409.60 E.W. @ F.A.(+) 042704 N 51 0 0052 354.82 042804 N 52 0 0053 471.85 042904 N 53 0 0054 409.60 043004 N 54 0 0055 585.38 050504 N 55 0 0056 459.43 050604 N 56 0 2,690.68 TOTAL THIS ESTIMATE 644,099.71 TOTAL PREVIOUS ESTIMATE 646,790.39 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 06/18/04 EST. NO.06 TIME 05:49 AM R.E. NAME: SHAEFFER, M.A. 06-385504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-385504 TIME 05:49 AM ESTIMATE NO. 06 BID OPENING 08/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: SHAEFFER, M.A. DATE OF THIS ESTIMATE 06/18/04 LOCATION PROGRESS ESTIMATE 06-FRE-33-69.5/R83.1 ----------------- GRANITE CONSTRUCTION CO. IN FRESNO COUNTY IN AND NEAR 2716 GRANITE CT. FIREBAUGH FROM HELM CANAL ROAD TO FRESNO, CA 93706 MERCED COUNTY LINE FED. AID NO. ACST-P033(59)E ,P-P033(59)E ASPHALT CONCRETE 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 10,000.0000 10,000.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 800.0000 120,000.00 20.000 16,000.00 68.000 54,400.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 10,400.00 448.500 8,970.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.950 2,375.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 22,000.0000 22,000.00 1.000 22,000.00 06 TEMPORARY GRAVEL BAG BARRIER EA 45.0000 3,375.00 25.000 1,125.00 07 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.040 400.00 0.940 9,400.00 S) 08 TRAFFIC CONTROL SYSTEM LS 153,347.0000 153,347.00 0.100 15,334.70 0.850 130,344.95 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.050 1,100.00 0.750 16,500.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 100.0000 5,700.00 0.000 0.00 S) 11 REMOVE ASPHALT CONCRETE DIKE M 8.0000 1,520.00 88.000 704.00 172.000 1,376.00 12 REMOVE ASPHALT CONCRETE SURFACING M3 55.0000 8,250.00 164.110 9,026.05 13 REMOVE BASE AND SURFACING M3 85.0000 26,350.00 310.000 26,350.00 14 RESET MAILBOX EA 200.0000 4,800.00 0.000 0.00 15 RESET OBJECT MARKER EA 25.0000 500.00 0.000 0.00 16 RESET ROADSIDE SIGN (ONE POST) EA 125.0000 2,750.00 17.000 2,125.00 17 RESET ROADSIDE SIGN (TWO POST) EA 150.0000 1,800.00 12.000 1,800.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 9,930.00 1,137.000 3,411.00 2,949.000 8,847.00 S) (45 MM MAXIMUM) 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.6000 121,320.00 39,659.000 142,772.40 39,659.000 142,772.40 S) (60 MM MAXIMUM) 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 23,590.00 1,612.000 5,642.00 9,778.000 34,223.00 S) (50 MM MAXIMUM) 21 REMOVE CONCRETE (CURB, GUTTER, AND M3 56.0000 1,512.00 54.000 3,024.00 SIDEWALK) 22 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.700 56,000.00 PROGRAM CAS145 PAGE 2 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-385504 TIME 05:49 AM ESTIMATE NO. 06 BID OPENING 08/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: SHAEFFER, M.A. DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SHOULDER BACKING STA 175.0000 70,000.00 52.170 9,129.75 24 CONCRETE BACKFILL M3 130.0000 139,100.00 1,070.000 139,100.00 25 IMPORTED MATERIAL (SHOULDER BACKING) TONN 8.5000 96,900.00 1,340.150 11,391.28 26 ROCK BLANKET M2 200.0000 204,000.00 1,011.920 202,384.00 S) 27 STRAW (EROSION CONTROL) TONN 425.0000 11,475.00 0.000 0.00 S) 28 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 0.000 0.00 S) 29 STABILIZING EMULSION (EROSION CONTROL) KG 4.2500 5,610.00 0.000 0.00 S) 30 SEAL RANDOM CRACKS LNKM 5.0000 200.00 35.000 175.00 31 REPLACE ASPHALT CONCRETE SURFACING M3 850.0000 1,700.00 0.000 0.00 32 ASPHALT CONCRETE TONN 44.7500 2,993,775.00 400.390 17,917.45 40,169.710 1,797,594.52 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 58.0000 281,880.00 2,625.000 152,250.00 2,625.000 152,250.00 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 17,380.00 110.000 1,210.00 AREA) 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 200.00 200.000 200.00 36 MINOR CONCRETE (HEADWALL) M3 900.0000 44,100.00 49.000 44,100.00 F) 37 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 62,400.00 239.000 62,140.00 38 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 48,600.00 172.000 46,440.00 39 1050 MM ALTERNATIVE PIPE CULVERT M 300.0000 15,600.00 51.000 15,300.00 40 MINOR CONCRETE (MISCELLANEOUS M3 480.0000 124,800.00 317.000 152,160.00 CONSTRUCTION) 41 SURVEY MONUMENT EA 450.0000 3,150.00 23.000 10,350.00 42 METAL BEAM GUARD RAILING (WOOD POST) M 125.0000 3,875.00 0.000 0.00 S) 43 CABLE RAILING M 80.0000 9,600.00 101.200 8,096.00 S) 44 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 11,400.00 0.000 0.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 575.00 0.000 0.00 S) 46 THERMOPLASTIC PAVEMENT MARKING M2 21.0000 6,720.00 36.950 775.95 S) 47 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 20,500.00 26,407.000 13,203.50 S) (SPRAYABLE) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,554.00 897.000 538.20 S) 49 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,260.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-385504 TIME 05:49 AM ESTIMATE NO. 06 BID OPENING 08/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: SHAEFFER, M.A. DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 11,000.00 12,897.000 7,093.35 S) (BROKEN 10.98 M - 3.66 M) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 3,801.00 1,046.000 2,196.60 S) 52 MODIFY TRAFFIC MONITORING STATION LS 13,000.0000 13,000.00 0.800 10,400.00 S) (COUNT) 53 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 138,000.0000 138,000.00 0.750 103,500.00 S) 54 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 15,000.0000 15,000.00 0.750 11,250.00 S) PROGRAM CAS145 PAGE 4 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-385504 TIME 05:49 AM ESTIMATE NO. 06 BID OPENING 08/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: SHAEFFER, M.A. DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 355,531.55 3,339,136.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,690.68 646,790.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 358,222.23 3,985,926.94 55 MOBILIZATION LS 100,000.0000 100,000.00 1.000 100,000.00 ORIGINAL CONTRACT AMOUNT 5,099,999.00 TOTAL WORK COMPLETED 358,222.23 4,085,926.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 358,222.23 4,085,926.94 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 10/01/03 150 10/16/03 10/16/03 02/08/05 0 148 0 0 68% 0% PROGRESS IS SATISFACTORY SHAEFFER, M.A. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 06/18/04