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 08/24/10 EST. NO.03 TIME 10:12 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 --------------------------------------------------------------------------- *** 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 08/24/10 EST. NO.03 TIME 10:12 AM R.E. NAME: MARK MENGONI 06-0E9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 10:12 AM ESTIMATE NO. 03 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 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 LOCATION RERUN 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 0.250 1,250.00 0.250 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 160,000.00 28.000 28,000.00 64.000 64,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 3,500.0000 3,500.00 0.144 504.00 0.369 1,291.50 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.058 58.00 0.648 648.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 7.0000 13,510.00 0.000 0.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 5,250.00 12.000 4,500.00 08 STREET SWEEPING LS 40,000.0000 40,000.00 0.144 5,760.00 0.369 14,760.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.144 504.00 0.369 1,291.50 10 CONSTRUCTION AREA SIGNS LS 1,700.0000 1,700.00 0.043 73.10 0.711 1,208.70 11 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.144 15,120.00 0.369 38,745.00 12 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 500.00 0.000 0.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.144 1,728.00 0.369 4,428.00 14 TEMPORARY RAILING (TYPE K) LF 13.7500 41,525.00 940.000 12,925.00 15 TEMPORARY CRASH CUSHION MODULE EA 120.0000 3,360.00 13.000 1,560.00 14.000 1,680.00 16 REMOVE METAL BEAM GUARD RAILING LF 10.0000 3,500.00 343.000 3,430.00 343.000 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 0.000 0.00 19 REMOVE PIPE LF 15.0000 1,950.00 63.000 945.00 63.000 945.00 20 REMOVE INLET EA 200.0000 2,000.00 3.000 600.00 4.000 800.00 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 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 10:12 AM ESTIMATE NO. 03 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 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 3,164.600 72,785.80 15,929.600 366,380.80 26 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.0000 166,950.00 5,850.000 52,650.00 F) 27 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 321,790.00 0.000 0.00 F) 28 PERVIOUS BACKFILL MATERIAL (RETAINING CY 80.0000 65,280.00 0.000 0.00 F) WALL) 29 IMPORTED MATERIAL (SHOULDER BACKING) TON 45.0000 9,900.00 0.000 0.00 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 0.000 0.00 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 0.144 576.00 0.369 1,476.00 34 EXTEND 8" CONDUIT LF 125.0000 20,000.00 80.000 10,000.00 80.000 10,000.00 35 CLASS 2 AGGREGATE BASE CY 40.0000 132,800.00 1,577.000 63,080.00 1,577.000 63,080.00 36 HOT MIX ASPHALT (TYPE A) TON 75.0000 470,250.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 1,250.00 0.000 0.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 3,825.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 25.0000 2,250.00 0.000 0.00 40 TACK COAT TON 1.0000 29.00 0.000 0.00 41 STRUCTURAL CONCRETE CY 350.0000 5,600.00 0.000 0.00 42 STRUCTURAL CONCRETE, RETAINING WALL CY 397.0000 1,238,640.00 351.000 139,347.00 693.000 275,121.00 F) 43 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 30,000.00 1.520 3,040.00 2.020 4,040.00 F) 44 MINOR CONCRETE (BACKFILL) CY 175.0000 3,325.00 6.680 1,169.00 6.680 1,169.00 45 BAR REINFORCING STEEL LB 1.0000 1,100.00 0.000 0.00 46 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 382,157.00 79,981.000 79,981.00 121,870.000 121,870.00 F) 47 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.2500 42,250.00 0.000 0.00 48 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 6,500.00 0.000 0.00 49 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.0000 3,360.00 -5.140 -107.94 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 10:12 AM ESTIMATE NO. 03 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 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 45,900.00 111.400 15,039.00 132.800 17,928.00 55 FRAME AND GRATE EA 475.0000 5,700.00 0.000 0.00 56 CHAIN LINK FENCE (TYPE CL-6) LF 76.0000 2,052.00 27.000 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 0.000 0.00 59 CABLE RAILING LF 8.0000 20,960.00 0.000 0.00 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 0.000 0.00 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,240.0000 12,960.00 0.000 0.00 63 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,800.0000 37,800.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 60) LF 27.0000 10,800.00 0.000 0.00 65 CONCRETE BARRIER (TYPE 60D) LF 20.0000 52,400.00 0.000 0.00 66 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,551.50 0.000 0.00 67 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,376.00 0.000 0.00 68 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,440.00 0.000 0.00 69 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 451.50 0.000 0.00 (BROKEN 17-7) 70 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 340.00 0.000 0.00 71 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,200.00 0.000 0.00 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 0.000 0.00 74 RAMP METERING SYSTEM (LOCATION 1) LS 59,696.0000 59,696.00 0.094 5,611.42 0.342 20,416.03 75 RAMP METERING SYSTEM (LOCATION 2) LS 55,487.0000 55,487.00 0.181 10,043.15 0.240 13,316.88 76 RAMP METERING SYSTEM (LOCATION 3) LS 32,359.0000 32,359.00 0.199 6,439.44 0.593 19,188.89 PROGRAM CAS145 PAGE 4 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 10:12 AM ESTIMATE NO. 03 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 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.105 5,342.40 0.105 5,342.40 78 MODIFY LIGHTING AND SIGN ILLUMINATION LS 85,616.0000 85,616.00 0.070 5,993.12 0.150 12,842.40 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 MINOR CONCRETE (GUTTER) CY 850.0000 68,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 10:12 AM ESTIMATE NO. 03 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 08/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 08/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 480,173.49 1,206,636.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 480,173.49 1,206,636.10 81 MOBILIZATION LS 275,000.0000 275,000.00 0.200 55,000.00 0.950 261,250.00 ORIGINAL CONTRACT AMOUNT 4,898,499.00 TOTAL WORK COMPLETED 535,173.49 1,467,886.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 535,173.49 1,467,886.10 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 01/14/11 59 0 0 0 29% 37% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/10