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 10/26/10 EST. NO.05 TIME 05:48 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- 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 10/26/10 EST. NO.05 TIME 05:48 AM R.E. NAME: MARK MENGONI 06-0F29U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS COC S -50,000.00 05 -50,000.00 -50,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 03 MISS PYRL -5,000.00 05 -5,000.00 -10,000.00 TOTAL DEDUCTIONS -55,000.00 -60,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 05:48 AM ESTIMATE NO. 05 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 06-FRE-168-58.6/65.8 ----------------- C C MYERS INC. IN FRESNO COUNTY ON ROUTE 168 NEAR P.O. BOX 2948 HUNTINGTON LAKE AT VARIOUS RANCHO CORDOVA, CA 9574-2948 LOCATIONS FED. AID NO. ACST-P168(52)E ,P-P168(52)E REPLACE METAL BEAM GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ 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 500.0000 500.00 0.217 108.50 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,300.00 848.000 5,936.00 04 PUBLIC SAFETY PLAN LS 250.0000 250.00 1.000 250.00 1.000 250.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.182 910.00 0.765 3,825.00 06 PREPARE WATER POLLUTION CONTROL LS 500.0000 500.00 0.750 375.00 PROGRAM 07 TEMPORARY GRAVEL BAG BERM LF 35.0000 6,300.00 52.500 1,837.50 08 STREET SWEEPING LS 3,000.0000 3,000.00 0.182 546.00 0.765 2,295.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,750.0000 1,750.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 6,500.0000 6,500.00 0.055 357.50 0.830 5,395.00 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.182 4,550.00 0.765 19,125.00 12 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.2500 11,537.50 2,700.000 8,775.00 13 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.2500 687.50 72.000 450.00 14 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 4,410.00 32.000 1,440.00 91.000 4,095.00 15 TEMPORARY SIGNAL SYSTEM LS 215,000.0000 215,000.00 0.205 44,075.00 0.705 151,575.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,500.0000 10,500.00 0.182 1,911.00 0.765 8,032.50 17 TEMPORARY RAILING (TYPE K) LF 20.0000 49,200.00 740.000 14,800.00 2,380.000 47,600.00 18 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 44.000 5,500.00 132.000 16,500.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,050.00 958.000 958.00 1,916.000 1,916.00 20 REMOVE PAVEMENT MARKER EA 1.0000 180.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 2,100.00 514.000 1,028.00 22 REMOVE OVERSIDE DRAIN EA 50.0000 150.00 4.000 200.00 4.000 200.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 05:48 AM ESTIMATE NO. 05 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.5000 14,832.00 9,888.000 14,832.00 24 REMOVE CONCRETE DECK SURFACE SQFT 6.2500 5,625.00 900.000 5,625.00 25 SALVAGE METAL BEAM GUARD RAILING LF 7.0000 5,460.00 775.000 5,425.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 4,950.00 346.400 5,196.00 27 REMOVE UNSOUND CONCRETE CF 155.0000 1,550.00 5.000 775.00 10.000 1,550.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 15,729.70 6,839.000 7,864.85 13,678.000 15,729.70 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 0.500 20,000.00 1.000 40,000.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.500 17,500.00 1.000 35,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 0.500 27,500.00 1.000 55,000.00 32 LEAD COMPLIANCE PLAN LS 730.0000 730.00 1.000 730.00 33 AGGREGATE BASE (APPROACH SLAB) CY 920.0000 3,680.00 2.000 1,840.00 4.000 3,680.00 34 HOT MIX ASPHALT (TYPE A) TON 310.0000 18,290.00 26.830 8,317.30 26.830 8,317.30 35 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0000 1,300.00 0.000 0.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 4,590.00 0.000 0.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,560.00 0.000 0.00 38 PLACE HOT MIX ASPHALT SQYD 54.0000 378.00 0.000 0.00 (MISCELLANEOUS AREA) 39 RAPID STRENGTH LATEX MODIFIED CY 990.0000 145,530.00 73.500 72,765.00 F) CONCRETE 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 51,250.00 20.500 25,625.00 41.000 51,250.00 (TYPE R) 41 PAVING NOTCH EXTENSION CF 145.0000 13,340.00 46.000 6,670.00 92.000 13,340.00 42 DRILL AND BOND DOWEL (EPOXY COATED) LF 25.0000 39,750.00 795.000 19,875.00 1,590.000 39,750.00 43 CLEAN EXPANSION JOINT LF 15.0000 915.00 61.000 915.00 61.000 915.00 44 RAPID SETTING CONCRETE (PATCH) CF 35.0000 350.00 10.000 350.00 12.500 437.50 45 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 28,350.00 454.000 34,050.00 454.000 34,050.00 46 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 15,160.00 3,790.000 15,160.00 3,790.000 15,160.00 F) 47 JOINT SEAL (MR 1/2") LF 15.0000 1,815.00 61.000 915.00 91.000 1,365.00 48 JOINT SEAL (MR 1") LF 35.0000 2,205.00 31.500 1,102.50 49 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1000 30,635.00 13,925.000 15,317.50 27,850.000 30,635.00 F) (BRIDGE) PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 05:48 AM ESTIMATE NO. 05 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FLUME DOWNDRAIN LF 30.0000 2,880.00 91.000 2,730.00 51 TAPERED INLET EA 185.0000 1,850.00 5.000 925.00 52 FLUME ANCHOR ASSEMBLY EA 190.0000 1,900.00 24.000 4,560.00 53 ROCK SLOPE PROTECTION CY 1,205.0000 19,280.00 16.000 19,280.00 (FACING, METHOD B) 54 ROCK SLOPE PROTECTION CY 195.0000 1,170.00 4.000 780.00 (BACKING NO. 2, METHOD B) 55 ROCK SLOPE PROTECTION CY 195.0000 780.00 0.000 0.00 (BACKING NO. 3, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 712.50 72.200 541.50 57 OBJECT MARKER (TYPE L) EA 35.0000 280.00 0.000 0.00 58 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 8,580.00 262.500 6,825.00 262.500 6,825.00 59 TRANSITION RAILING (TYPE WB) EA 2,800.0000 44,800.00 4.000 11,200.00 4.000 11,200.00 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 4.000 9,200.00 4.000 9,200.00 61 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 200.0000 218,400.00 168.000 33,600.00 719.400 143,880.00 F) 62 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,383.50 0.000 0.00 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 2,090.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 05:48 AM ESTIMATE NO. 05 BID OPENING 02/23/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 338,997.15 931,095.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 300.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,997.15 931,395.00 64 MOBILIZATION LS 130,000.0000 130,000.00 0.050 6,500.00 1.000 130,000.00 ORIGINAL CONTRACT AMOUNT 1,363,345.70 TOTAL WORK COMPLETED 345,497.15 1,061,395.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -55,000.00 -60,000.00 TOTAL 290,497.15 1,001,395.00 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 03/25/10 115 05/27/10 05/27/10 09/29/10 88 44 0 0 76% 77% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/26/10