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 11/22/10 EST. NO.06 TIME 07:37 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 11/22/10 EST. NO.06 TIME 07:37 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 20,000.00 -31,632.50 TOTAL DEDUCTIONS 20,000.00 -31,632.50 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 07:37 AM ESTIMATE NO. 06 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 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/22/10 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 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 160,000.00 18.000 18,000.00 117.000 117,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 3,500.0000 3,500.00 0.112 392.00 0.731 2,558.50 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.044 44.00 0.792 792.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 7.0000 13,510.00 2,067.000 14,469.00 2,067.000 14,469.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 5,250.00 8.000 3,000.00 20.000 7,500.00 08 STREET SWEEPING LS 40,000.0000 40,000.00 0.112 4,480.00 0.731 29,240.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.112 392.00 0.731 2,558.50 10 CONSTRUCTION AREA SIGNS LS 1,700.0000 1,700.00 0.033 56.10 0.819 1,392.30 11 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.112 11,760.00 0.731 76,755.00 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 0.112 1,344.00 0.731 8,772.00 14 TEMPORARY RAILING (TYPE K) LF 13.7500 41,525.00 2,444.000 33,605.00 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 1,590.00 318.000 1,590.00 19 REMOVE PIPE LF 15.0000 1,950.00 123.000 1,845.00 20 REMOVE INLET EA 200.0000 2,000.00 2.000 400.00 7.000 1,400.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 07:37 AM ESTIMATE NO. 06 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 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,105.000 40,525.00 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 15,917.000 366,091.00 26 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.0000 166,950.00 13,350.000 120,150.00 F) 27 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 321,790.00 3,050.000 106,750.00 F) 28 PERVIOUS BACKFILL MATERIAL (RETAINING CY 80.0000 65,280.00 227.000 18,160.00 F) WALL) 29 IMPORTED MATERIAL (SHOULDER BACKING) TON 45.0000 9,900.00 25.000 1,125.00 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 0.700 1,225.00 0.700 1,225.00 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 0.112 448.00 0.731 2,924.00 34 EXTEND 8" CONDUIT LF 125.0000 20,000.00 80.000 10,000.00 35 CLASS 2 AGGREGATE BASE CY 40.0000 132,800.00 40.000 1,600.00 2,990.000 119,600.00 36 HOT MIX ASPHALT (TYPE A) TON 75.0000 470,250.00 2,450.980 183,823.50 4,331.350 324,851.25 37 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 1,250.00 205.000 5,125.00 205.000 5,125.00 38 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 3,825.00 1,933.000 2,899.50 1,933.000 2,899.50 39 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 25.0000 2,250.00 185.000 4,625.00 185.000 4,625.00 40 TACK COAT TON 1.0000 29.00 2.900 2.90 41 STRUCTURAL CONCRETE CY 350.0000 5,600.00 0.000 0.00 42 STRUCTURAL CONCRETE, RETAINING WALL CY 397.0000 1,238,640.00 467.500 185,597.50 1,924.500 764,026.50 F) 43 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 30,000.00 1.970 3,940.00 7.980 15,960.00 F) 44 MINOR CONCRETE (BACKFILL) CY 175.0000 3,325.00 8.400 1,470.00 15.080 2,639.00 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 57,262.000 57,262.00 242,825.000 242,825.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 07:37 AM ESTIMATE NO. 06 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 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,900.00 205.400 27,729.00 55 FRAME AND GRATE EA 475.0000 5,700.00 8.000 3,800.00 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 23,520.00 406.250 8,531.25 406.250 8,531.25 59 CABLE RAILING LF 8.0000 20,960.00 879.000 7,032.00 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 1.000 1,080.00 1.000 1,080.00 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,240.0000 12,960.00 1.000 3,240.00 1.000 3,240.00 63 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,800.0000 37,800.00 1.000 37,800.00 1.000 37,800.00 64 CONCRETE BARRIER (TYPE 60) LF 27.0000 10,800.00 375.000 10,125.00 375.000 10,125.00 65 CONCRETE BARRIER (TYPE 60D) LF 20.0000 52,400.00 479.000 9,580.00 479.000 9,580.00 66 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,551.50 5,155.000 1,804.25 5,155.000 1,804.25 67 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,376.00 3,204.000 2,563.20 3,204.000 2,563.20 68 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,440.00 860.000 3,440.00 860.000 3,440.00 69 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 451.50 889.000 311.15 889.000 311.15 (BROKEN 17-7) 70 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 340.00 96.000 192.00 96.000 192.00 71 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,200.00 224.000 896.00 224.000 896.00 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 0.197 30,324.21 0.352 54,183.36 74 RAMP METERING SYSTEM (LOCATION 1) LS 59,696.0000 59,696.00 0.410 24,475.36 75 RAMP METERING SYSTEM (LOCATION 2) LS 55,487.0000 55,487.00 0.448 24,858.18 76 RAMP METERING SYSTEM (LOCATION 3) LS 32,359.0000 32,359.00 0.807 26,113.71 PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 07:37 AM ESTIMATE NO. 06 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 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.345 17,553.60 78 MODIFY LIGHTING AND SIGN ILLUMINATION LS 85,616.0000 85,616.00 0.207 17,722.51 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 MINOR CONCRETE (GUTTER) CY 850.0000 68,000.00 26.000 22,100.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E9704 TIME 07:37 AM ESTIMATE NO. 06 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 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 659,279.66 2,835,064.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 5,487.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 659,279.66 2,840,551.76 81 MOBILIZATION LS 275,000.0000 275,000.00 0.050 13,750.00 1.000 275,000.00 ORIGINAL CONTRACT AMOUNT 4,898,499.00 TOTAL WORK COMPLETED 673,029.66 3,115,551.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -31,632.50 TOTAL 693,029.66 3,083,919.26 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 01/14/11 117 0 0 0 61% 73% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 11/22/10