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 06/21/16 EST. NO. 004 TIME 09:30 AM R.E. NAME: LEE SCOTESE 09-351204 --------------------------------------------------------------------------- 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 06/21/16 EST. NO. 004 TIME 09:30 AM R.E. NAME: LEE SCOTESE 09-351204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LIQUIDATED DAMAGES 15 DAYS AT 3K/DAY -45,000.00 004 -45,000.00 -45,000.00 TOTAL DEDUCTIONS -45,000.00 -45,000.00 PROGRAM CAS145 PAGE 1 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 06/21/16 LOCATION RERUN PROGRESS ESTIMATE 09-INY-395-R20.3/R22.3 ----------------------- CUTTING EDGE CONCRETE ON US 395 IN INYO COUNTY FROM FROM SERVICES ROSE VALLEY RANCH ROAD (PM 20.3) TO 18020 NATIONAL TRAILS HIGHWAY 1.0 MILES NORTH OF LA AQUEDUCT ORO GRANDE CA 92368 BRIDGE #48-15L (PM 22.3) FED. AID NO. HSNH-P ( ) ,P395-252 -E( ) SHOULDER WIDENING AND CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.200 1,700.00 0.800 6,800 002 TRAFFIC CONTROL SYSTEM LS 112,500.0000 112,500.00 0.100 11,250.00 0.800 90,000 003 TYPE III BARRICADE EA 65.0000 195.00 1.000 65.00 3.000 195 004 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,400.00 212.000 8,480.00 237.000 9,480 005 FLASHING BEACON (PORTABLE) EA 1,000.0000 1,000.00 1.000 1,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,500.0000 6,500.00 0.300 1,950.00 0.800 5,200 007 TEMPORARY RAILING (TYPE K) LF 75.0000 21,000.00 140.000 10,500.00 240.000 18,000 008 TEMPORARY CRASH CUSHION MODULE EA 125.0000 3,500.00 14.000 1,750.00 26.000 3,250 009 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.700 10,500 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 012 TEMPORARY FIBER ROLL LF 5.0000 4,750.00 400.000 2,000 013 TEMPORARY REINFORCED SILT FENCE LF 4.7500 49,875.00 10,704.000 50,844 014 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.750 1,500 015 TREATED WOOD WASTE LB 0.5000 1,600.00 0.000 0 016 REMOVE FENCE (TYPE BW) LF 5.5000 13,200.00 2,400.000 13,200 017 REMOVE GUARDRAIL LF 37.0000 5,180.00 75.000 2,775 018 RELOCATE PRECAST CONCRETE LS 18,750.0000 18,750.00 1.000 18,750.00 1.000 18,750 VOIDED SLAB PANEL 019 TRANSVERSE DECK STRENGTHENING LF 100.0000 18,000.00 225.000 22,500.00 225.000 22,500 020 REMOVE CULVERT (LF) LF 35.0000 12,600.00 270.000 9,450 021 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 1,410.00 28.000 280.00 148.000 1,480 022 REMOVE DELINEATOR EA 29.6600 949.12 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE BOULDERS (LS) LS 75,000.0000 75,000.00 0.750 56,250 024 RESET ROADSIDE SIGN (ONE POST) EA 117.1800 351.54 0.000 0 025 CORE CONCRETE (3") LF 500.0000 3,000.00 6.000 3,000.00 6.000 3,000 026 CLEARING AND GRUBBING (LS) LS 25,100.0000 25,100.00 0.200 5,020.00 1.000 25,100 027 ROADWAY EXCAVATION CY 45.0000 202,500.00 3,400.000 153,000 028 STRUCTURE EXCAVATION (BRIDGE) CY 500.0000 1,500.00 3.000 1,500 (F) 029 STRUCTURE BACKFILL (BRIDGE) CY 750.0000 2,250.00 3.000 2,250.00 3.000 2,250 (F) 030 DITCH EXCAVATION CY 35.0000 47,250.00 1,200.000 42,000 031 DUFF ACRE 7,500.0000 21,000.00 2.030 15,225 032 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2500 29,750.00 0.000 0 033 STRAW SQFT 0.2500 29,750.00 0.000 0 034 INCORPORATE MATERIALS SQFT 0.2000 47,600.00 0.000 0 035 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 127,400.00 1,100.000 107,800 036 HOT MIX ASPHALT (TYPE A) TON 135.0000 317,250.00 2,017.880 272,413.80 2,017.880 272,413 037 HOT MIX ASPHALT (BRIDGE) TON 300.0000 900.00 6.650 1,995.00 6.650 1,995 038 TACK COAT TON 1,500.0000 4,500.00 0.000 0 039 PRESTRESSING (TRANSVERSE TIE ROD) LB 100.0000 3,000.00 30.000 3,000.00 30.000 3,000 040 STRUCTURAL CONCRETE, BRIDGE CY 1,900.0000 7,600.00 3.000 5,700.00 4.000 7,600 041 DRILL AND BOND DOWEL LF 27.0000 1,242.00 42.000 1,134.00 56.000 1,512 042 BAR REINFORCING STEEL (BRIDGE) LB 7.5000 17,497.50 1,813.000 13,597.50 2,333.000 17,497 (F) 043 CONCRETE BACKFILL (PIPE TRENCH) CY 320.0000 67,200.00 257.100 82,272 (F) 044 18" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 10,880.00 74.000 11,840 045 24" CORRUGATED STEEL PIPE (.138" THICK) LF 165.0000 15,180.00 92.000 15,180 046 36" CORRUGATED STEEL PIPE (.138" THICK) LF 175.0000 49,000.00 266.500 46,637 047 28" X 20" CORRUGATED STEEL PIPE ARCH LF 185.0000 11,100.00 61.000 11,285 (.138" THICK) 048 35" X 24" CORRUGATED STEEL PIPE ARCH LF 195.0000 74,100.00 379.500 74,002 (.109" THICK) 049 18" STEEL FLARED END SECTION EA 1,800.0000 12,600.00 6.000 10,800 PROGRAM CAS145 PAGE 3 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" STEEL FLARED END SECTION EA 2,500.0000 5,000.00 2.000 5,000 051 36" STEEL FLARED END SECTION EA 2,500.0000 10,000.00 3.000 7,500 052 28" X 20" STEEL FLARED END PIPE ARCH EA 2,500.0000 5,000.00 2.000 5,000 SECTION 053 35" X 24" STEEL FLARED END PIPE ARCH EA 2,500.0000 10,000.00 4.000 10,000 SECTION 054 ROCK SLOPE PROTECTION CY 210.0000 10,920.00 52.000 10,920 (F) (1/4 T, METHOD B) (CY) 055 ROCK SLOPE PROTECTION CY 210.0000 3,780.00 9.000 1,890 (F) (LIGHT, METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 7,000.00 1,160.000 5,800 057 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 12.0000 26,400.00 2,199.000 26,388 058 DELINEATOR (CLASS 2) EA 85.0000 2,720.00 0.000 0 059 MARKER (CULVERT) EA 125.0000 2,000.00 0.000 0 060 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 62.0000 806.00 0.000 0 061 CONCRETE BARRIER LF 650.0000 9,750.00 0.000 0 062 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 11,000.00 0.000 0 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 6,400.00 0.000 0 064 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 2,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 07/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 385,335.30 1,303,082.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 385,335.30 1,303,082.30 065 MOBILIZATION LS 95,000.0000 95,000.00 1.000 95,000 ORIGINAL CONTRACT AMOUNT 1,715,686.16 TOTAL WORK COMPLETED 385,335.30 1,398,082.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -45,000.00 -45,000.00 TOTAL 340,335.30 1,353,082.30 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 10/06/15 60 01/25/16 01/25/16 06/28/16 68 0 0 0 80% 100% PROGRESS UNSATISFACTORY LEE SCOTESE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/16