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 09/21/16 EST. NO. 007 TIME 09:01 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 09/21/16 EST. NO. 007 TIME 09:01 AM R.E. NAME: LEE SCOTESE 09-351204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA DENSITY ADJ -15,187.50 005 MISSING 2402 -10,000.00 005 FWD 2402 DED TO LCV 10,000.00 006 0.00 -15,187.50 LABOR COMPLIANCE VIOLATION MISSING 2402 -10,000.00 006 MISSING 2402 REC 10,000.00 007 10,000.00 0.00 LIQUIDATED DAMAGES 15 DAYS AT 3K/DAY -45,000.00 004 2 DAYS AT 3K/DAY -6,000.00 005 0.00 -51,000.00 TOTAL DEDUCTIONS 10,000.00 -66,187.50 PROGRAM CAS145 PAGE 1 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:01 AM ESTIMATE NO. 007 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 07/22/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 09/21/16 LOCATION RERUN FINAL 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 1.000 8,500 002 TRAFFIC CONTROL SYSTEM LS 112,500.0000 112,500.00 1.000 112,500 003 TYPE III BARRICADE EA 65.0000 195.00 3.000 195 004 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,400.00 266.000 10,640 005 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 1.000 6,500 007 TEMPORARY RAILING (TYPE K) LF 75.0000 21,000.00 420.000 31,500 008 TEMPORARY CRASH CUSHION MODULE EA 125.0000 3,500.00 42.000 5,250 009 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 012 TEMPORARY FIBER ROLL LF 5.0000 4,750.00 930.000 4,650 013 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 1.000 2,000 015 TREATED WOOD WASTE LB 0.5000 1,600.00 2,020.000 1,010 016 REMOVE FENCE (TYPE BW) LF 5.5000 13,200.00 2,400.000 13,200 017 REMOVE GUARDRAIL LF 37.0000 5,180.00 140.000 5,180 018 RELOCATE PRECAST CONCRETE LS 18,750.0000 18,750.00 1.000 18,750 VOIDED SLAB PANEL 019 TRANSVERSE DECK STRENGTHENING LF 100.0000 18,000.00 225.000 22,500 020 REMOVE CULVERT (LF) LF 35.0000 12,600.00 360.000 12,600 021 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 1,410.00 148.000 1,480 022 REMOVE DELINEATOR EA 29.6600 949.12 32.000 949 PROGRAM CAS145 PAGE 2 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:01 AM ESTIMATE NO. 007 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 07/22/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 75,000 024 RESET ROADSIDE SIGN (ONE POST) EA 117.1800 351.54 3.000 351 025 CORE CONCRETE (3") LF 500.0000 3,000.00 6.000 3,000 026 CLEARING AND GRUBBING (LS) LS 25,100.0000 25,100.00 1.000 25,100 027 ROADWAY EXCAVATION CY 45.0000 202,500.00 4,560.000 205,200 028 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 (F) 030 DITCH EXCAVATION CY 35.0000 47,250.00 1,350.000 47,250 031 DUFF ACRE 7,500.0000 21,000.00 2.230 16,725 032 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2500 29,750.00 66,240.000 16,560 033 STRAW SQFT 0.2500 29,750.00 66,240.000 16,560 034 INCORPORATE MATERIALS SQFT 0.2000 47,600.00 116,100.000 23,220 035 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 127,400.00 1,300.000 127,400 036 HOT MIX ASPHALT (TYPE A) TON 135.0000 317,250.00 2,017.880 272,413 037 HOT MIX ASPHALT (BRIDGE) TON 300.0000 900.00 6.650 1,995 038 TACK COAT TON 1,500.0000 4,500.00 2.340 3,510 039 PRESTRESSING (TRANSVERSE TIE ROD) LB 100.0000 3,000.00 30.000 3,000 040 STRUCTURAL CONCRETE, BRIDGE CY 1,900.0000 7,600.00 4.000 7,600 041 DRILL AND BOND DOWEL LF 27.0000 1,242.00 56.000 1,512 042 BAR REINFORCING STEEL (BRIDGE) LB 7.5000 17,497.50 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 7.000 12,600 PROGRAM CAS145 PAGE 3 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:01 AM ESTIMATE NO. 007 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 07/22/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 10,000 052 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 18.000 3,780 (F) (LIGHT, METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 7,000.00 140.000 700 057 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 32.000 2,720 059 MARKER (CULVERT) EA 125.0000 2,000.00 16.000 2,000 060 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 62.0000 806.00 25.000 1,550 061 CONCRETE BARRIER LF 650.0000 9,750.00 15.000 9,750 062 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 11,000.00 2.000 11,000 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,200.0000 6,400.00 2.000 6,400 064 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 2,500.00 10,000.000 2,500 PROGRAM CAS145 PAGE 4 DATE 09/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-351204 TIME 09:01 AM ESTIMATE NO. 007 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 07/22/16 R.E. NAME: LEE SCOTESE DATE OF THIS ESTIMATE 09/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,557,417.96 ADJUSTMENT OF COMPENSATION 0.00 103.00 EXTRA WORK 0.00 27,561.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,585,082.46 065 MOBILIZATION LS 95,000.0000 95,000.00 1.000 95,000 ORIGINAL CONTRACT AMOUNT 1,715,686.16 TOTAL WORK COMPLETED 0.00 1,680,082.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -66,187.50 TOTAL 10,000.00 1,613,894.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/06/15 60 01/25/16 01/25/16 07/22/16 77 0 5 0 100% 100% LEE SCOTESE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/16