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 07/25/06 EST. NO.07 TIME 08:28 AM R.E. NAME: MCCLENDON, GREG 11-229024 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0004 2,952.07 E.W. @ F.A.(+) 020206 N 003004 0006 399.83 051206 N 003006 3,351.90 TOTAL THIS ESTIMATE 90,456.12 TOTAL PREVIOUS ESTIMATE 93,808.02 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 07/25/06 EST. NO.07 TIME 08:28 AM R.E. NAME: MCCLENDON, GREG 11-229024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CERTS #11,12,13,16 -35,547.50 01 CERTS SUB 11, 12 2,255.00 02 CERTS RECD #13,#16 33,292.50 03 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 03 O/S PRS MARCH -10,000.00 04 O/S PRS APRIL -10,000.00 05 PRS RECD MARCH 10,000.00 05 O/S PRS MAY -10,000.00 06 PRS RECD FEB 10,000.00 06 PRS RECD APRIL 10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD MAY 10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-229024 TIME 08:28 AM ESTIMATE NO. 07 BID OPENING 10/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 07/25/06 LOCATION RERUN PROGRESS ESTIMATE 11-IMP-98-45.2/46.0 ----------------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY ABOUT 19 KM EAST P.O. BOX 50085 OF CALEXICO FROM 0.2 KM WEST TO WATSONVILLE,CA 95077 1.1 KM EAST OF EAST HIGHLINE CANAL BRIDGE FED. AID NO. ACST-P098(23)E ,P-P098(23)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY DEBRIS FENCE M 240.0000 22,320.00 93.000 22,320.00 02 TEMPORARY FENCE (TYPE ESA) M 30.0000 14,100.00 485.500 14,565.00 03 PREPARE STORM WATER POLLUTION LS 2,250.0000 2,250.00 0.750 1,687.50 S) PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 21,000.0000 21,000.00 0.318 6,678.00 1.000 21,000.00 05 TEMPORARY EROSION CONTROL M2 1.0000 8,670.00 8,673.000 8,673.00 8,673.000 8,673.00 S) 06 TEMPORARY FIBER ROLL M 14.0000 54,600.00 1,928.500 26,999.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,800.0000 10,800.00 1.500 2,700.00 6.000 10,800.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 19,000.0000 38,000.00 0.250 4,750.00 2.000 38,000.00 09 STREET SWEEPING LS 9,000.0000 9,000.00 0.124 1,116.00 0.806 7,254.00 10 TEMPORARY ENVIRONMENTAL NETTING LS 33,000.0000 33,000.00 0.000 0.00 11 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.047 893.00 0.720 13,680.00 S) 12 TRAFFIC CONTROL SYSTEM LS 8,500.0000 8,500.00 0.124 1,054.00 0.806 6,851.00 S) 13 TYPE III BARRICADE EA 240.0000 7,680.00 41.000 9,840.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 840.00 0.000 0.00 S) (LEFT IN PLACE) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,600.0000 34,400.00 0.618 5,314.80 4.029 34,649.40 S) 16 TEMPORARY RAILING (TYPE K) M 380.0000 11,400.00 91.500 34,770.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 55.0000 10,450.00 182.000 10,010.00 18 REMOVE ROADSIDE SIGN EA 400.0000 800.00 0.000 0.00 19 RELOCATE ROADSIDE SIGN EA 300.0000 2,100.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 20,080.00 5,010.000 20,040.00 S) 21 BRIDGE REMOVAL LS 100,000.0000 100,000.00 1.000 100,000.00 22 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 PROGRAM CAS145 PAGE 2 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-229024 TIME 08:28 AM ESTIMATE NO. 07 BID OPENING 10/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 24 ROADWAY EXCAVATION M3 21.0000 114,030.00 184.630 3,877.23 5,446.100 114,368.10 25 STRUCTURE EXCAVATION (TYPE D) M3 175.0000 15,750.00 90.000 15,750.00 F) 26 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 38,400.00 320.000 38,400.00 F) 27 GEOSYNTHETIC FABRIC M2 95.0000 17,100.00 180.000 17,100.00 28 STRUCTURE BACKFILL (BRIDGE) M3 840.0000 29,400.00 35.000 29,400.00 F) 29 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 15,600.00 240.000 15,600.00 F) 30 PERVIOUS BACKFILL MATERIAL (RETAINING M3 1,900.0000 8,360.00 4.400 8,360.00 F) WALL) 31 CLASS 2 AGGREGATE BASE M3 74.0000 351,500.00 142.030 10,510.22 4,747.370 351,305.38 32 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 3,000.0000 4,800.00 1.690 5,070.00 1.690 5,070.00 33 ASPHALT CONCRETE (TYPE A) TONN 124.0000 567,920.00 1,370.250 169,911.00 4,522.260 560,760.24 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 1,100.0000 4,400.00 4.000 4,400.00 4.000 4,400.00 AREA) 35 ASPHALTIC EMULSION (PAINT BINDER) TONN 3,000.0000 4,500.00 3.220 9,660.00 3.220 9,660.00 36 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,300.0000 468,000.00 422.500 549,250.00 PILING (610 MM) 37 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 14,000.0000 420,000.00 30.000 420,000.00 S) PILE (610 MM) 38 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 432,000.00 18.000 21,600.00 360.000 432,000.00 F) 39 CLASS 2 CONCRETE (RETAINING WALL) M3 2,200.0000 125,400.00 57.000 125,400.00 F) 40 BAR REINFORCING STEEL (BRIDGE) KG 4.5000 301,500.00 67,000.000 301,500.00 SF) 41 BAR REINFORCING STEEL (RETAINING WALL) KG 7.0000 15,820.00 2,260.000 15,820.00 SF) 42 ROADSIDE SIGN - ONE POST EA 440.0000 1,760.00 0.000 0.00 43 MISCELLANEOUS METAL (BRIDGE) KG 50.0000 60,000.00 1,200.000 60,000.00 SF) 44 METAL BEAM GUARD RAILING M 115.0000 5,290.00 45.720 5,257.80 45.720 5,257.80 S) 45 CALIFORNIA ST-30 BRIDGE RAIL (MODIFIED) M 550.0000 57,750.00 10.000 5,500.00 36.000 19,800.00 SF) 46 TRANSITION RAILING (TYPE WB) EA 4,000.0000 32,000.00 8.000 32,000.00 8.000 32,000.00 S) 47 END CAP EA 2,500.0000 20,000.00 8.000 20,000.00 8.000 20,000.00 S) 48 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 30,000.00 12.000 30,000.00 12.000 30,000.00 S) 49 CONCRETE BARRIER (TYPE 736A) M 920.0000 44,160.00 12.000 11,040.00 24.000 22,080.00 F) PROGRAM CAS145 PAGE 3 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-229024 TIME 08:28 AM ESTIMATE NO. 07 BID OPENING 10/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAINT TRAFFIC STRIPE (2-COAT) M 4.8000 16,176.00 3,909.000 18,763.20 3,909.000 18,763.20 S) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.8000 1,008.00 223.000 1,070.40 223.000 1,070.40 S) PROGRAM CAS145 PAGE 4 DATE 07/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-229024 TIME 08:28 AM ESTIMATE NO. 07 BID OPENING 10/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: MCCLENDON, GREG DATE OF THIS ESTIMATE 07/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 386,088.65 3,614,254.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,351.90 93,808.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 389,440.55 3,708,062.04 52 MOBILIZATION LS 258,000.0000 258,000.00 1.000 258,000.00 ORIGINAL CONTRACT AMOUNT 3,899,614.00 TOTAL WORK COMPLETED 389,440.55 3,966,062.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 389,440.55 3,956,062.04 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 12/07/05 170 01/03/06 12/22/05 09/06/06 137 6 0 0 96% 81% PROGRESS IS SATISFACTORY MCCLENDON, GREG RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/06