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 12/20/10 EST. NO.07 TIME 11:19 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 --------------------------------------------------------------------------- 003 0001 111.48 A.C. @ U.P.(+) 121710 N 1234A0 111.48 TOTAL THIS ESTIMATE 300.00 TOTAL PREVIOUS ESTIMATE 411.48 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 12/20/10 EST. NO.07 TIME 11:19 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 MISS WPCP INSPECTION -10,000.00 06 FAILED TACK -2,000.00 07 RECD CERT OF COMP 37,600.00 07 RECD WPCP REVIEWS 10,000.00 07 45,600.00 -14,400.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 03 MISS PYRL -5,000.00 05 0.00 -10,000.00 TOTAL DEDUCTIONS 45,600.00 -24,400.00 PROGRAM CAS145 PAGE 1 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 11:19 AM ESTIMATE NO. 07 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 12/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 12/20/10 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 0.283 141.50 0.500 250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 1.000 250.00 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 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.865 4,325.00 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 0.865 2,595.00 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 0.860 5,590.00 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.865 21,625.00 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 91.000 4,095.00 15 TEMPORARY SIGNAL SYSTEM LS 215,000.0000 215,000.00 0.100 21,500.00 1.000 215,000.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,500.0000 10,500.00 0.865 9,082.50 17 TEMPORARY RAILING (TYPE K) LF 20.0000 49,200.00 2,380.000 47,600.00 18 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 132.000 16,500.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,050.00 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 2,100.00 849.000 1,698.00 22 REMOVE OVERSIDE DRAIN EA 50.0000 150.00 4.000 200.00 PROGRAM CAS145 PAGE 2 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 11:19 AM ESTIMATE NO. 07 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 12/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 1,550.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 15,729.70 13,678.000 15,729.70 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 55,000.0000 55,000.00 0.750 41,250.00 32 LEAD COMPLIANCE PLAN LS 730.0000 730.00 1.000 730.00 33 AGGREGATE BASE (APPROACH SLAB) CY 920.0000 3,680.00 4.000 3,680.00 34 HOT MIX ASPHALT (TYPE A) TON 310.0000 18,290.00 14.250 4,417.50 91.480 28,358.80 35 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0000 1,300.00 190.000 2,470.00 190.000 2,470.00 36 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 4,590.00 260.000 2,340.00 260.000 2,340.00 37 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,560.00 327.000 2,616.00 327.000 2,616.00 38 PLACE HOT MIX ASPHALT SQYD 54.0000 378.00 4.000 216.00 4.000 216.00 (MISCELLANEOUS AREA) 39 RAPID STRENGTH LATEX MODIFIED CY 990.0000 145,530.00 147.000 145,530.00 F) CONCRETE 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 51,250.00 41.000 51,250.00 (TYPE R) 41 PAVING NOTCH EXTENSION CF 145.0000 13,340.00 92.000 13,340.00 42 DRILL AND BOND DOWEL (EPOXY COATED) LF 25.0000 39,750.00 1,590.000 39,750.00 43 CLEAN EXPANSION JOINT LF 15.0000 915.00 61.000 915.00 44 RAPID SETTING CONCRETE (PATCH) CF 35.0000 350.00 10.000 350.00 45 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 28,350.00 583.100 43,732.50 46 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 15,160.00 3,790.000 15,160.00 F) 47 JOINT SEAL (MR 1/2") LF 15.0000 1,815.00 121.000 1,815.00 48 JOINT SEAL (MR 1") LF 35.0000 2,205.00 63.000 2,205.00 49 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1000 30,635.00 27,850.000 30,635.00 F) (BRIDGE) PROGRAM CAS145 PAGE 3 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 11:19 AM ESTIMATE NO. 07 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 12/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.900 760.50 (BACKING NO. 3, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 712.50 96.400 723.00 57 OBJECT MARKER (TYPE L) EA 35.0000 280.00 8.000 280.00 8.000 280.00 58 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 8,580.00 325.000 8,450.00 59 TRANSITION RAILING (TYPE WB) EA 2,800.0000 44,800.00 8.000 22,400.00 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 16,100.00 7.000 16,100.00 61 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 200.0000 218,400.00 1,092.000 218,400.00 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 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0F29U4 TIME 11:19 AM ESTIMATE NO. 07 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 12/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 33,981.00 1,193,439.50 ADJUSTMENT OF COMPENSATION 111.48 111.48 EXTRA WORK 0.00 300.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 34,092.48 1,193,850.98 64 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000.00 ORIGINAL CONTRACT AMOUNT 1,363,345.70 TOTAL WORK COMPLETED 34,092.48 1,323,850.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 45,600.00 -24,400.00 TOTAL 79,692.48 1,299,450.98 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 01/04/11 109 44 0 0 95% 95% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/10