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 12/03/13 EST. NO.05 TIME 08:50 AM R.E. NAME: CHRIS TALBOT 09-287504 --------------------------------------------------------------------------- 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 12/03/13 EST. NO.05 TIME 08:50 AM R.E. NAME: CHRIS TALBOT 09-287504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC HMA COMP -16,650.00 03 3RD JMF VERIFICATION -3,000.00 03 RESOLVE REJECTED HMA -20,000.00 04 HMA RESOLVED 20,000.00 05 MISSING CEM-4401 -10,000.00 05 OUT OF SPEC CL3 A.B -3,375.00 05 6,625.00 -33,025.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402F -10,000.00 05 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 04 REC'ED PAYROLLS 5,000.00 05 5,000.00 0.00 TOTAL DEDUCTIONS 1,625.00 -43,025.00 PROGRAM CAS145 PAGE 1 DATE 12/03/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-287504 TIME 08:50 AM ESTIMATE NO. 05 BID OPENING 07/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/21/13 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 12/03/13 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 09-INY-190-65.9/66.5 ---------------------------------- STEVE MANNING CONSTRUCTION INC IN INYO COUNTY ABOUT 10.5 MILES P O BOX 491660 EAST OF PANAMINT SPRINGS FROM 8.0 REDDING CA 96049 MILES EAST OF PANAMINT VALLEY ROAD TO 10.0 MILES WEST OF WILDROSE ROAD FED. AID NO. ACGS- STP(17) E,P190- (17)E CONSTRUCT ROADWAY REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY REINFORCED SILT FENCE LF 15.0000 23,250.00 1,452.000 21,780 002 TEMPORARY FENCE (TYPE ESA) LF 10.0000 5,300.00 571.000 5,710 003 CONSTRUCTION SITE MANAGEMENT LS 14,000.0000 14,000.00 1.000 14,000 004 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500 PREVENTION PLAN 005 TEMPORARY GRAVEL BAG BERM LF 5.0000 5,650.00 1,031.000 5,155 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,850.0000 5,550.00 2.000 3,700 007 TEMPORARY CHECK DAM LF 14.0000 6,580.00 470.000 6,580 008 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 180.00 1.000 180 009 STREET SWEEPING LS 13,500.0000 13,500.00 0.900 12,150 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,200.0000 2,200.00 1.000 2,200 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 012 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500 013 TRAFFIC CONTROL SYSTEM LS 122,800.0000 122,800.00 1.000 122,800 014 TYPE III BARRICADE EA 150.0000 1,800.00 12.000 1,800 015 FLASHING BEACON (PORTABLE) EA 600.0000 1,200.00 2.000 1,200 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,500.0000 2,500.00 1.000 2,500 017 TEMPORARY RAILING (TYPE K) LF 30.0000 31,200.00 1,040.000 31,200 018 ABANDON CULVERT (EA) EA 2,800.0000 2,800.00 1.000 2,800 019 REMOVE METAL BEAM GUARD RAILING LF 12.0000 16,560.00 1,370.000 16,440 020 REMOVE FLARED END SECTION EA 200.0000 600.00 2.000 400 021 REMOVE ROADSIDE SIGN EA 200.0000 400.00 2.000 400 022 REMOVE DOWNDRAIN (EA) EA 1,200.0000 1,200.00 1.000 1,200 PROGRAM CAS145 PAGE 2 DATE 12/03/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-287504 TIME 08:50 AM ESTIMATE NO. 05 BID OPENING 07/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/21/13 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 12/03/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DELINEATOR EA 20.0000 640.00 32.000 640 024 RESET ROADSIDE SIGN EA 400.0000 400.00 1.000 400 025 RELOCATE CONCRETE BARRIER (TYPE K) LF 4.0000 2,640.00 660.000 2,640 026 REMOVE CONCRETE BARRIER (TYPE K) LF 9.0000 3,240.00 360.000 3,240 027 CLEARING AND GRUBBING LS 149,500.0000 149,500.00 1.000 149,500 028 DEVELOP WATER SUPPLY LS 125,000.0000 125,000.00 1.000 125,000 029 BINDER (DUST PALLIATIVE) TON 360.0000 9,000.00 2.400 864 030 ROADWAY EXCAVATION CY 10.5000 451,500.00 42,819.000 449,599 031 SAND BACKFILL CY 100.0000 1,900.00 19.000 1,900 032 DITCH EXCAVATION CY 50.0000 1,000.00 20.000 1,000 033 IMPORTED BORROW CY 13.0000 283,400.00 21,778.000 283,114 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 1.000 2,000 035 EROSION CONTROL (TACKIFIER) ACRE 3,800.0000 11,400.00 3.000 11,400 036 ROCK STAIN SQFT 1.6000 18,560.00 1,998.000 3,196 037 CLASS 3 AGGREGATE BASE CY 66.0000 318,780.00 4,830.000 318,780 038 HOT MIX ASPHALT (TYPE A) TON 148.0000 247,160.00 1,799.590 266,339 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.9000 1,519.00 319.000 1,563 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.9000 4,263.00 866.500 4,245 041 TACK COAT TON 1,200.0000 2,400.00 1.850 2,220 042 MINOR CONCRETE (MINOR STRUCTURE) CY 1,750.0000 7,525.00 4.300 7,525 (F) 043 18" CORRUGATED STEEL PIPE (.109" THICK) LF 160.0000 2,240.00 14.000 2,240 044 24" CORRUGATED STEEL PIPE (.109" THICK) LF 190.0000 12,540.00 66.000 12,540 045 127" X 115" STRUCTURAL STEEL PLATE PIPE LF 1,200.0000 55,200.00 46.000 55,200 VERTICAL ELLIPSE (0.249" THICK), 3 GA 046 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 130.0000 12,090.00 93.000 12,090 (.109" THICK) 047 18" DOWNDRAIN SLIP JOINT EA 300.0000 300.00 1.000 300 048 18" ANCHOR ASSEMBLY EA 180.0000 1,800.00 0.000 0 049 18" STEEL FLARED END SECTION EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 3 DATE 12/03/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-287504 TIME 08:50 AM ESTIMATE NO. 05 BID OPENING 07/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/21/13 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 12/03/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 250.0000 750.00 3.000 750 051 ROCK SLOPE PROTECTION CY 87.0000 34,800.00 395.000 34,365 (NO. 2, METHOD B) 052 ROCK SLOPE PROTECTION CY 87.0000 30,450.00 345.000 30,015 (FACING, METHOD B) (CY) 053 GABION CY 310.0000 142,600.00 456.000 141,360 054 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,960.00 1,020.000 2,040 055 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,620.00 540.000 1,620 (F) 056 DELINEATOR (CLASS 2) EA 35.0000 1,120.00 32.000 1,120 057 MILEPOST MARKER EA 40.0000 200.00 5.000 200 058 MARKER (CULVERT) EA 60.0000 480.00 8.000 480 059 OBJECT MARKER (TYPE L-1) EA 50.0000 200.00 4.000 200 060 METAL BEAM GUARD RAILING (WOOD POST) LF 33.0000 70,620.00 2,175.000 71,775 061 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 2.000 5,800 062 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 5,040.00 9,455.000 5,673 PROGRAM CAS145 PAGE 4 DATE 12/03/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-287504 TIME 08:50 AM ESTIMATE NO. 05 BID OPENING 07/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/21/13 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 12/03/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,875.00 2,280,330.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 8,230.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,875.00 2,288,560.64 063 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000 ORIGINAL CONTRACT AMOUNT 2,538,107.00 TOTAL WORK COMPLETED 1,875.00 2,528,560.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,625.00 -43,025.00 TOTAL 3,500.00 2,485,535.64 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 08/16/12 80 01/02/13 01/02/13 11/21/13 80 143 0 0 100% 100% CHRIS TALBOT RESIDENT ENGINEER PROGRAM CAS145 DATE 12/03/13