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 02/22/16 EST. NO. 008 TIME 11:52 AM R.E. NAME: JOHNSON, JEFF 03-2F2904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 4,930.56 E.W. @ F.A.(+) 102115 N 18 0 0002 1,137.17 102715 N 19 0 0003 20,014.28 102715 N 20 0 0004 703.59 092515 N 21 0 0005 1,057.76 102215 N 17 0 0006 1,752.98 102115 N 0007.0 29,596.34 TOTAL THIS ESTIMATE -60,880.24 TOTAL PREVIOUS ESTIMATE -31,283.90 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 02/22/16 EST. NO. 008 TIME 11:52 AM R.E. NAME: JOHNSON, JEFF 03-2F2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 004 REC'D FHWA 1391 10,000.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/15 -7,000.00 004 PER LTR DATED 10/15 -10,000.00 005 RTN DEDUCT 9/15 7,000.00 007 RTN DEDUCT 10/15/ 10,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F2904 TIME 11:52 AM ESTIMATE NO. 008 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 02/22/16 LOCATION PROGRESS ESTIMATE 03-PLA-267-0.0/6.8 ----------------- TEICHERT CONSTRUCTION NEAR TRUCKEE FROM NEVADA COUNTY 24207 COUNTY ROAD 100A LINE TO BROCKWAY SUMMIT DAVIS CA 95616 FED. AID NO. STP-P267(22) PAVEMENT REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.900 9,000 003 TRAFFIC CONTROL SYSTEM LS 177,000.0000 177,000.00 0.850 150,450 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.850 8,500 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.850 4,250 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.900 1,080 007 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 18,400.00 132.000 26,400 008 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 009 TEMPORARY FENCE (TYPE ESA) LF 3.0000 5,880.00 2,075.000 6,225 010 TREATED WOOD WASTE LB 0.1000 3,830.00 24,460.000 2,446 011 REMOVE GUARDRAIL LF 10.5000 1,050.00 100.000 1,050 012 REMOVE ASPHALT CONCRETE DIKE LF 1.2000 42,000.00 34,388.000 41,265 013 REMOVE OVERSIDE DRAIN EA 900.0000 900.00 1.000 900 014 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 1,200.00 120.000 1,200 015 RECONSTRUCT GUARDRAIL (WOOD POST) LF 15.5000 36,270.00 2,337.000 36,223 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 211,500.00 160,201.000 240,301 017 SHOULDER BACKING TON 38.0000 74,100.00 1,000.000 38,000 018 WOOD MULCH CY 280.0000 2,800.00 10.000 2,800 019 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 7,300.00 0.000 0 020 CRACK TREATMENT LNMI 4,200.0000 54,600.00 13.560 56,952 021 PREPAVING INERTIAL PROFILER LS 4,000.0000 4,000.00 1.000 4,000 022 REPLACE ASPHALT CONCRETE SURFACING CY 250.0000 222,500.00 1,168.190 292,047 PROGRAM CAS145 PAGE 2 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F2904 TIME 11:52 AM ESTIMATE NO. 008 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT (TYPE A) TON 87.0000 1,487,700.00 16,836.580 1,464,782 024 MINOR HOT MIX ASPHALT TON 86.0000 76,540.00 525.460 45,189 025 DATA CORE LS 1,000.0000 1,000.00 0.000 0 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 22,500.00 0.000 0 027 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 450.00 218.000 327 028 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 25,650.00 32,659.000 48,988 029 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 3,915.00 3,170.000 4,755 030 PLACE HOT MIX ASPHALT SQYD 75.0000 1,650.00 14.440 1,083 (MISCELLANEOUS AREA) 031 TACK COAT TON 1.0000 80.00 28.140 28 032 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 1,750.00 0.700 1,750 (F) 033 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 55.0000 18,700.00 330.000 18,150 034 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 42.0000 3,780.00 68.000 2,856 (.064" THICK) 035 12" ENTRANCE TAPER EA 700.0000 2,100.00 3.000 2,100 036 12" DOWNDRAIN SLIP JOINT EA 800.0000 2,400.00 3.000 2,400 037 12" ANCHOR ASSEMBLY EA 250.0000 500.00 2.000 500 038 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 750.0000 675.00 0.900 675 (F) (CY) 039 DETECTABLE WARNING SURFACE SQFT 11.0000 2,090.00 210.000 2,310 040 MINOR CONCRETE (CURB RAMP) CY 2,000.0000 16,000.00 7.560 15,120 041 MISCELLANEOUS IRON AND STEEL LB 1.0000 693.00 693.000 693 (F) 042 DELINEATOR (CLASS 2) EA 39.0000 6,630.00 170.000 6,630 043 SNOW POLE SLEEVE EA 77.0000 770.00 10.000 770 044 OBJECT MARKER (TYPE L-1) EA 46.0000 46.00 0.000 0 045 END ANCHOR ASSEMBLY (TYPE CA) EA 2,600.0000 2,600.00 0.000 0 046 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 3,550.00 1.000 3,550 047 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,050.0000 3,050.00 1.000 3,050 048 8"THERMOPLASTIC TRAFFIC STRIPE(RECESSED) LF 5.0000 10,000.00 4,058.000 20,290 049 THERMOPLASTIC PAVEMENT MARKING(RECESSED) SQFT 24.0000 24,720.00 1,828.000 43,872 PROGRAM CAS145 PAGE 3 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F2904 TIME 11:52 AM ESTIMATE NO. 008 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 4"THERMOPLASTIC TRAFFIC STRIPE(RECESSED, LF 3.0000 330.00 95.000 285 BROKEN 6-1) 051 4"THERMOPLASTIC TRAFFIC STRIPE(RECESSED, LF 3.0000 2,220.00 1,143.000 3,429 BROKEN 12-3) 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 23,790.00 1,202.000 1,562 (RECESSED, BROKEN 36-12) 053 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.9200 220,800.00 77,967.000 149,696 (RECESSED) 054 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 20.0000 25,400.00 2,366.000 47,320 055 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 056 ROADSIDE WEATHER INFORMATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 057 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 1.000 5,000 058 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 1.000 5,000 (COUNT) 059 MODIFY SIGNAL LS 50,000.0000 50,000.00 1.000 50,000 060 COMMUNICATION PULL BOX EA 2,000.0000 2,000.00 1.000 2,000 061 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 062 ROADWAY EXCAVATION CY 36.0000 6,120.00 69.290 2,494 PROGRAM CAS145 PAGE 4 DATE 02/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F2904 TIME 11:52 AM ESTIMATE NO. 008 BID OPENING 09/17/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: JOHNSON, JEFF DATE OF THIS ESTIMATE 02/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,908,748.44 ADJUSTMENT OF COMPENSATION 0.00 -217,786.89 EXTRA WORK 29,596.34 186,502.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 29,596.34 2,877,464.54 063 MOBILIZATION LS 330,969.8800 330,969.88 1.000 330,969 ORIGINAL CONTRACT AMOUNT 3,309,698.88 TOTAL WORK COMPLETED 29,596.34 3,208,434.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 29,596.34 3,208,434.42 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 12/31/14 80 06/01/15 01/20/15 03/02/16 81 189 9 0 93% 91% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/30/15. JOHNSON, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/16