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 07/21/11 EST. NO.01 TIME 02:10 PM R.E. NAME: TIMMONS, KELLY 01-475604 --------------------------------------------------------------------------- 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 0001 1,175.73 E.W. @ F.A.(+) 062011 N 0001.0 0003 1,093.01 062211 N 0003.0 0005 1,093.01 062411 N 0005.0 3,361.75 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,361.75 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 07/21/11 EST. NO.01 TIME 02:10 PM R.E. NAME: TIMMONS, KELLY 01-475604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475604 TIME 02:10 PM ESTIMATE NO. 01 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/21/11 LOCATION PROGRESS ESTIMATE 01-HUM-36-29.0/29.5 ----------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY ABOUT 5.5 MILES P O BOX 1006 EAST OF BRIDGEVILLE AT 0.1 MILE EUREKA CA 95502 WEST OF DEERFIELD RANCH ROAD FED. AID NO. ACST-43K3(4)E ,P-43K3(4)E COLD PLANE AC PAVEMENT PLACE HMA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 6.0000 900.00 85.000 510.00 85.000 510.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.250 375.00 0.250 375.00 04 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.750 1,125.00 0.750 1,125.00 PROGRAM 05 TEMPORARY FIBER ROLL LF 4.0000 400.00 62.500 250.00 62.500 250.00 06 TEMPORARY SILT FENCE LF 10.0000 1,200.00 114.000 1,140.00 114.000 1,140.00 07 TEMPORARY GRAVEL BAG BERM LF 5.0000 200.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 1,500.00 0.000 0.00 09 TEMPORARY COVER SQYD 8.0000 240.00 20.000 160.00 20.000 160.00 10 TEMPORARY CHECK DAM LF 5.0000 100.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 100.00 0.250 25.00 0.250 25.00 12 STREET SWEEPING LS 3,000.0000 3,000.00 0.250 750.00 0.250 750.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.250 625.00 0.250 625.00 14 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 15 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.250 5,000.00 0.250 5,000.00 16 TYPE III BARRICADE EA 50.0000 200.00 1.000 50.00 1.000 50.00 17 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 9.0000 630.00 68.000 612.00 68.000 612.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 1,520.00 788.000 1,576.00 788.000 1,576.00 19 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 375.00 2.000 150.00 2.000 150.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,200.0000 3,200.00 0.250 800.00 0.250 800.00 21 TEMPORARY FLASHING BEACON EA 5,600.0000 11,200.00 1.000 5,600.00 1.000 5,600.00 (SOLAR POWERED) 22 TEMPORARY RAILING (TYPE K) LF 20.0000 8,400.00 200.000 4,000.00 200.000 4,000.00 PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475604 TIME 02:10 PM ESTIMATE NO. 01 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 250.0000 5,500.00 11.000 2,750.00 11.000 2,750.00 24 TEMPORARY CRASH CUSHION (ABSORB 350) EA 7,500.0000 15,000.00 1.000 7,500.00 1.000 7,500.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.5000 5,980.00 240.000 1,560.00 240.000 1,560.00 STRIPE (HAZARDOUS WASTE) 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 1,085.00 220.000 770.00 220.000 770.00 27 REMOVE PAVEMENT MARKER EA 6.0000 264.00 25.000 150.00 25.000 150.00 28 RECONSTRUCT MAILBOX (MULTIPLE) EA 500.0000 500.00 0.250 125.00 0.250 125.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 10,710.00 0.000 0.00 30 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 31 ROADWAY EXCAVATION CY 60.0000 19,200.00 23.300 1,398.00 23.300 1,398.00 32 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 33 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 44.0000 15,796.00 170.000 7,480.00 170.000 7,480.00 F) 34 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 80.0000 7,120.00 0.000 0.00 F) 35 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 417.0000 59,631.00 82.000 34,194.00 82.000 34,194.00 F) 36 LEAN CONCRETE BACKFILL CY 310.0000 13,330.00 26.000 8,060.00 26.000 8,060.00 F) 37 DITCH EXCAVATION CY 275.0000 687.50 2.750 756.25 2.750 756.25 38 EROSION CONTROL (TYPE D) SQYD 7.5000 8,700.00 0.000 0.00 39 CLASS 2 AGGREGATE BASE CY 110.0000 5,500.00 11.000 1,210.00 11.000 1,210.00 40 HOT MIX ASPHALT (TYPE A) TON 120.0000 43,200.00 36.000 4,320.00 36.000 4,320.00 41 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 9,000.0000 2,700.00 0.000 0.00 PAVEMENT INTERLAYER) 42 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 11.0000 2,640.00 0.000 0.00 43 DATA CORE LS 1,200.0000 1,200.00 0.000 0.00 44 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 100.0000 3,500.00 0.000 0.00 45 PLACE HOT MIX ASPHALT SQYD 220.0000 2,200.00 0.000 0.00 (MISCELLANEOUS AREA) 46 TACK COAT TON 860.0000 344.00 0.000 0.00 47 STEEL SOLDIER PILE (HP 14 X 117) LF 83.0000 91,715.00 615.000 51,045.00 615.000 51,045.00 48 30" DRILLED HOLE LF 55.0000 62,205.00 631.000 34,705.00 631.000 34,705.00 49 TIEBACK ANCHOR EA 4,600.0000 115,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475604 TIME 02:10 PM ESTIMATE NO. 01 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, RETAINING WALL CY 1,600.0000 35,200.00 0.000 0.00 F) 51 STRUCTURAL CONCRETE, BARRIER SLAB CY 650.0000 49,400.00 0.000 0.00 F) 52 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 15,504.00 0.000 0.00 F) 53 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4000 22,513.40 0.000 0.00 F) (BARRIER SLAB) 54 TIMBER LAGGING MFBM 3,000.0000 18,600.00 0.000 0.00 F) 55 CLEAN AND PAINT STEEL SOLDIER PILING LS 16,000.0000 16,000.00 0.660 10,560.00 0.660 10,560.00 56 ROCK SLOPE PROTECTION CY 160.0000 640.00 0.000 0.00 (FACING, METHOD B) 57 ROCK SLOPE PROTECTION CY 267.0000 400.50 0.000 0.00 (BACKING NO. 3, METHOD B) 58 ROCK SLOPE PROTECTION FABRIC SQYD 9.0000 198.00 0.000 0.00 59 MARKER (CULVERT) EA 50.0000 50.00 0.000 0.00 60 METAL BEAM GUARD RAILING LF 68.0000 1,700.00 0.000 0.00 61 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 3,608.00 0.000 0.00 62 TRANSITION RAILING (TYPE WB) EA 4,000.0000 8,000.00 0.000 0.00 63 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0.00 64 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 2,600.00 0.000 0.00 65 CONCRETE BARRIER (TYPE 80) LF 350.0000 56,000.00 0.000 0.00 F) 66 THERMOPLASTIC TRAFFIC STRIPE LF 4.2500 8,245.00 0.000 0.00 (SPRAYABLE) 67 PAVEMENT MARKER EA 33.0000 1,452.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475604 TIME 02:10 PM ESTIMATE NO. 01 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 198,031.25 198,031.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,361.75 3,361.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 201,393.00 201,393.00 68 MOBILIZATION LS 32,000.0000 32,000.00 0.950 30,400.00 0.950 30,400.00 ORIGINAL CONTRACT AMOUNT 839,683.40 TOTAL WORK COMPLETED 231,793.00 231,793.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 231,793.00 231,793.00 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 12/22/10 100 00/00/00 01/06/11 11/07/11 24 111 0 0 27% 24% PROGRESS IS SATISFACTORY TIMMONS, KELLY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11