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 03/22/11 EST. NO.10 TIME 08:17 AM R.E. NAME: MARK MENGONI 06-0E9704 --------------------------------------------------------------------------- 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 0008 258.30 E.W. @ F.A.(+) 030911 N 030911 016 0001 1,048.34 E.W. @ F.A.(+) 111510 N 111510 0003 2,846.63 012011 N 012011 018 0004 90,623.00 A.C. @ U.P.(+) 032011 N 1234H0 94,776.27 TOTAL THIS ESTIMATE 432,643.60 TOTAL PREVIOUS ESTIMATE 527,419.87 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 03/22/11 EST. NO.10 TIME 08:17 AM R.E. NAME: MARK MENGONI 06-0E9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED AC COMPACTION -937.50 05 MISS COC S -50,000.00 05 MISS HMA TEST -695.00 05 MISS COC S 20,000.00 06 RECD MISS COC'S 17,200.00 08 RECD MISS COC'S 12,200.00 09 0.00 -2,232.50 LABOR COMPLIANCE VIOLATION MISS PYRL -2,000.00 07 RECD PYRL #7 2,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,232.50 PROGRAM CAS145 PAGE 1 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 08:17 AM ESTIMATE NO. 10 BID OPENING 03/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/22/11 LOCATION PROGRESS ESTIMATE 06-FRE-41-R27.6/R29.8 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY IN FRESNO AT P O BOX 50085 VARIOUS LOCATIONS FROM ASHLAN WATSONVILLE CA 95077-5085 AVENUE OVERCROSING TO 0.2 MILE NORTH OF BULLARD AVENUE OC FED. AID NO. NH-P041(111)E INSTALL RAMP METERS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 3.000 750.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 160,000.00 17.000 17,000.00 187.000 187,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 3,500.0000 3,500.00 0.038 133.00 0.895 3,132.50 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.015 15.00 0.858 858.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 7.0000 13,510.00 1,917.000 13,419.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 5,250.00 20.000 7,500.00 08 STREET SWEEPING LS 40,000.0000 40,000.00 0.038 1,520.00 0.895 35,800.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.038 133.00 0.895 3,132.50 10 CONSTRUCTION AREA SIGNS LS 1,700.0000 1,700.00 0.011 18.70 0.868 1,475.60 11 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.038 3,990.00 0.895 93,975.00 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 500.00 5.000 250.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.038 456.00 0.895 10,740.00 14 TEMPORARY RAILING (TYPE K) LF 13.7500 41,525.00 2,800.000 38,500.00 15 TEMPORARY CRASH CUSHION MODULE EA 120.0000 3,360.00 28.000 3,360.00 16 REMOVE METAL BEAM GUARD RAILING LF 10.0000 3,500.00 343.000 3,430.00 17 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 0.600 6,000.00 18 REMOVE PAVEMENT MARKER EA 5.0000 2,300.00 318.000 1,590.00 19 REMOVE PIPE LF 15.0000 1,950.00 193.000 2,895.00 20 REMOVE INLET EA 200.0000 2,000.00 10.000 2,000.00 21 SALVAGE CHAIN LINK FENCE LF 6.0000 8,280.00 1,285.000 7,710.00 22 RESET ROADSIDE SIGN EA 100.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 08:17 AM ESTIMATE NO. 10 BID OPENING 03/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 41,450.00 8,105.000 40,525.00 24 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 25 ROADWAY EXCAVATION CY 23.0000 404,800.00 894.000 20,562.00 16,811.000 386,653.00 26 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.0000 166,950.00 18,567.000 167,103.00 F) 27 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 321,790.00 3,693.000 129,255.00 9,243.000 323,505.00 F) 28 PERVIOUS BACKFILL MATERIAL (RETAINING CY 80.0000 65,280.00 389.000 31,120.00 816.000 65,280.00 F) WALL) 29 IMPORTED MATERIAL (SHOULDER BACKING) TON 45.0000 9,900.00 25.000 1,125.00 30 COMPOST, INCORPORATE SQYD 1.3700 15,344.00 0.000 0.00 31 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 1,750.0000 4,025.00 1.600 2,800.00 32 CHECK AND TEST EXISTING IRRIGATION LS 13,900.0000 13,900.00 1.000 13,900.00 FACILITIES 33 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.038 152.00 0.895 3,580.00 34 EXTEND 8" CONDUIT LF 125.0000 20,000.00 32.000 4,000.00 35 CLASS 2 AGGREGATE BASE CY 40.0000 132,800.00 2,990.000 119,600.00 36 HOT MIX ASPHALT (TYPE A) TON 75.0000 470,250.00 4,331.350 324,851.25 37 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 1,250.00 205.000 5,125.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 3,825.00 1,933.000 2,899.50 39 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 25.0000 2,250.00 185.000 4,625.00 40 TACK COAT TON 1.0000 29.00 2.900 2.90 41 STRUCTURAL CONCRETE CY 350.0000 5,600.00 16.000 5,600.00 42 STRUCTURAL CONCRETE, RETAINING WALL CY 397.0000 1,238,640.00 3,156.000 1,252,932.00 F) 43 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 30,000.00 9.790 19,580.00 F) 44 MINOR CONCRETE (BACKFILL) CY 175.0000 3,325.00 15.080 2,639.00 45 BAR REINFORCING STEEL LB 1.0000 1,100.00 -9,900.000 -9,900.00 1,100.000 1,100.00 46 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 382,157.00 382,928.000 382,928.00 F) 47 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.2500 42,250.00 13,000.000 42,250.00 13,000.000 42,250.00 48 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 6,500.00 13,000.000 6,500.00 13,000.000 6,500.00 49 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.0000 3,360.00 160.000 3,360.00 160.000 3,360.00 PROGRAM CAS145 PAGE 3 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 08:17 AM ESTIMATE NO. 10 BID OPENING 03/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 700.00 0.000 0.00 (0.063"-UNFRAMED) 51 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,400.00 0.000 0.00 (0.080"-UNFRAMED) 52 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 560.0000 18,480.00 33.000 18,480.00 (SIGN FOUNDATION) 53 ROADSIDE SIGN - ONE POST EA 350.0000 2,100.00 0.000 0.00 54 18" ALTERNATIVE PIPE CULVERT LF 135.0000 45,900.00 347.400 46,899.00 55 FRAME AND GRATE EA 475.0000 5,700.00 8.000 3,800.00 56 CHAIN LINK FENCE (TYPE CL-6) LF 76.0000 2,052.00 27.000 2,052.00 57 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 58 METAL BEAM GUARD RAILING (STEEL POST) LF 21.0000 23,520.00 906.250 19,031.25 59 CABLE RAILING LF 8.0000 20,960.00 1,741.000 13,928.00 2,620.000 20,960.00 60 TRANSITION RAILING (TYPE WB) EA 2,950.0000 5,900.00 0.000 0.00 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,080.0000 5,400.00 4.000 4,320.00 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,240.0000 12,960.00 3.000 9,720.00 63 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,800.0000 37,800.00 1.000 37,800.00 64 CONCRETE BARRIER (TYPE 60) LF 27.0000 10,800.00 375.000 10,125.00 65 CONCRETE BARRIER (TYPE 60D) LF 20.0000 52,400.00 874.000 17,480.00 66 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,551.50 5,155.000 1,804.25 67 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,376.00 3,204.000 2,563.20 68 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,440.00 860.000 3,440.00 69 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 451.50 889.000 311.15 (BROKEN 17-7) 70 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 340.00 96.000 192.00 71 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,200.00 224.000 896.00 72 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 73 FIBER OPTIC SYSTEM LS 153,930.0000 153,930.00 0.404 62,187.72 74 RAMP METERING SYSTEM (LOCATION 1) LS 59,696.0000 59,696.00 0.037 2,208.75 0.801 47,816.50 75 RAMP METERING SYSTEM (LOCATION 2) LS 55,487.0000 55,487.00 0.151 8,378.54 0.892 49,494.40 76 RAMP METERING SYSTEM (LOCATION 3) LS 32,359.0000 32,359.00 0.974 31,517.67 PROGRAM CAS145 PAGE 4 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 08:17 AM ESTIMATE NO. 10 BID OPENING 03/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RAMP METERING SYSTEM (LOCATION 4) LS 50,880.0000 50,880.00 0.030 1,526.40 0.622 31,647.36 78 MODIFY LIGHTING AND SIGN ILLUMINATION LS 85,616.0000 85,616.00 0.117 10,017.07 0.726 62,157.22 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 MINOR CONCRETE (GUTTER) CY 850.0000 68,000.00 19.000 16,150.00 45.000 38,250.00 PROGRAM CAS145 PAGE 5 DATE 03/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 08:17 AM ESTIMATE NO. 10 BID OPENING 03/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 298,773.46 4,172,675.97 ADJUSTMENT OF COMPENSATION 90,623.00 479,676.90 EXTRA WORK 4,153.27 47,742.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 393,549.73 4,700,095.84 81 MOBILIZATION LS 275,000.0000 275,000.00 1.000 275,000.00 ORIGINAL CONTRACT AMOUNT 4,898,499.00 TOTAL WORK COMPLETED 393,549.73 4,975,095.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,232.50 TOTAL 393,549.73 4,972,863.34 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 05/12/10 160 05/27/10 05/27/10 04/05/11 187 10 41 0 90% 93% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/11