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 10/26/17 EST. NO. 006 TIME 01:03 PM R.E. NAME: COBORN, AUBREY 03-4F0604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0005 1,840.52 A.C. @ U.P.(+) 101617 N 0005 0 012 0004 34,613.88 A.C. @ L.S.(+) 092917 N 0003 0 36,454.40 TOTAL THIS ESTIMATE 1,290,179.54 TOTAL PREVIOUS ESTIMATE 1,326,633.94 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 10/26/17 EST. NO. 006 TIME 01:03 PM R.E. NAME: COBORN, AUBREY 03-4F0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA IN-PLACE DENSITY -5,018.75 002 CONTRACTOR NO-SHOW -3,028.00 005 0.00 -8,046.75 TOTAL DEDUCTIONS 0.00 -8,046.75 PROGRAM CAS145 PAGE 1 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F0604 TIME 01:03 PM ESTIMATE NO. 006 BID OPENING 09/22/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: COBORN, AUBREY DATE OF THIS ESTIMATE 10/26/17 LOCATION RERUN PROGRESS ESTIMATE 03-GLE-5-0.0/20.0 ----------------------- A. TEICHERT & SON, INC DBA IN GLENN COUNTY TEICHERT CONSTRUCTION FROM COLUSA COUNTY LINE TO 0.2 MILE 400 SUNRISE AVE, SUITE 300 NORTH OF COUNTY ROAD 28 ROSEVILLE CA 95661 FED. AID NO. ACNH-I005-7(98) HMA OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 445,035.6000 445,035.60 1.000 445,035 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.900 22,500 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.930 1,116,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,200.00 120.000 4,200 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.930 23,250 008 TEMPORARY RAILING (TYPE K) LF 23.0000 49,680.00 2,380.000 54,740 009 TEMPORARY CRASH CUSHION MODULE EA 190.0000 32,300.00 182.000 34,580 010 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.930 4,650 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 012 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 1,575.00 7.000 1,575 013 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.950 1,900 014 TREATED WOOD WASTE LB 0.0500 11,500.00 181,600.000 9,080 015 REMOVE GUARDRAIL LF 5.0000 75,000.00 14,842.150 74,210 016 REMOVE ASPHALT CONCRETE DIKE LF 2.7500 53,075.00 18,991.000 52,225 017 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 7,000.00 3.000 3,000 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4500 962,800.00 18,688.000 27,097.60 734,367.210 1,064,832 019 REMOVE CONCRETE (CY) CY 150.0000 11,550.00 76.600 11,490 020 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 265.0000 2,120.00 7.580 2,008.70 15.000 3,975 021 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 022 SHOULDER BACKING TON 0.0100 141.00 14,100.000 141.00 14,100.000 141 PROGRAM CAS145 PAGE 2 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F0604 TIME 01:03 PM ESTIMATE NO. 006 BID OPENING 09/22/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: COBORN, AUBREY DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 IMPORTED BORROW (CY) CY 8.6000 2,064.00 240.000 2,064 024 REPLACE ASPHALT CONCRETE SURFACING CY 190.0000 279,300.00 2,007.950 381,510 025 MINOR HOT MIX ASPHALT TON 73.0000 75,190.00 17.740 1,295.02 1,022.040 74,608 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.0000 9,271,000.00 118,452.840 8,647,057 027 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 78.5000 4,058,450.00 58,827.740 4,617,977 (OPEN GRADED FRICTION COURSE) 028 SHOULDER RUMBLE STRIP STA 40.0000 159,600.00 3,941.840 157,673 (HMA,GROUND-IN INDENTATIONS) 029 DATA CORE LS 500.0000 500.00 1.000 500 030 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2000 11,726.00 5,274.000 11,602 031 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2000 902.00 152.000 334.40 992.000 2,182 032 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2000 29,260.00 177.000 389.40 13,088.000 28,793 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2000 506.00 270.000 594.00 4,274.000 9,402 034 PLACE HOT MIX ASPHALT SQYD 76.0000 25,080.00 3.560 270.56 234.580 17,828 (MISCELLANEOUS AREA) 035 TACK COAT TON 1.0000 890.00 139.040 139.04 493.740 493 036 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 82,800.00 39.970 91,931 (F) 037 DETECTABLE WARNING SURFACE SQFT 16.2500 975.00 18.000 292.50 77.700 1,262 038 MINOR CONCRETE (MISCELLANEOUS CY 1,125.0000 10,125.00 8.910 10,023.75 17.200 19,350 CONSTRUCTION) 039 PRE/POST CONSTRUCTION SURVEYS EA 4,000.0000 12,000.00 1.500 6,000 040 DELINEATOR (CLASS 1) EA 45.0000 14,400.00 306.000 13,770 041 HIGHWAY POST MARKER EA 45.0000 3,510.00 39.000 1,755 042 OBJECT MARKER (TYPE L-1) EA 45.0000 2,025.00 0.000 0 043 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.2500 245,430.00 9,749.850 246,183 044 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 37.4000 78,540.00 2,100.000 78,540 (WOOD POST) 045 TRANSITION RAILING (TYPE WB-31) EA 3,600.0000 147,600.00 39.000 140,400 046 RAIL TENSIONING ASSEMBLY EA 252.0000 3,024.00 12.000 3,024 047 END ANCHOR ASSEMBLY (TYPE SFT) EA 660.0000 9,240.00 14.000 9,240 048 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,630.0000 23,670.00 9.000 23,670 049 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,130.0000 91,590.00 32.000 68,160 PROGRAM CAS145 PAGE 3 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F0604 TIME 01:03 PM ESTIMATE NO. 006 BID OPENING 09/22/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: COBORN, AUBREY DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CRASH CUSHION (TYPE CAT) EA 5,260.0000 63,120.00 12.000 63,120 051 CRASH CUSHION (TYPE CAT) BACKUP EA 145.0000 1,740.00 12.000 1,740 052 ALTERNATIVE CRASH CUSHION EA 30,000.0000 120,000.00 4.000 120,000 053 CONCRETE BARRIER (TYPE 60SD) LF 490.0000 392,686.00 669.000 327,810 (F) 054 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 21,060.00 3,563.500 21,381 (ENHANCED WET NIGHT VISIBILITY) 055 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 217,800.00 472,500.000 212,625 (ENHANCED WET NIGHT VISIBILITY) 056 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,170.00 2,928.000 878 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 63,600.00 198,971.000 59,691 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 058 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 059 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 10,283.00 16,142.000 14,689 (ENHANCED WET NIGHT VISIBILITY) 060 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0200 747.40 0.000 0 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8500 30,780.00 11,112.000 31,669 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 INDUCTIVE LOOP DETECTOR (LS) LS 62,000.0000 62,000.00 1.000 62,000 064 MODIFYING EXISTING ELECTRICAL SYSTEM LS 28,000.0000 28,000.00 0.500 14,000 065 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 066 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 40,000.00 16.000 40,000 PROGRAM CAS145 PAGE 4 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F0604 TIME 01:03 PM ESTIMATE NO. 006 BID OPENING 09/22/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: COBORN, AUBREY DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 42,835.97 18,569,470.86 ADJUSTMENT OF COMPENSATION 36,454.40 474,057.98 EXTRA WORK 0.00 852,575.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 79,290.37 19,896,104.80 067 MOBILIZATION LS 2,069,500.0000 2,069,500.00 1.000 2,069,500 ORIGINAL CONTRACT AMOUNT 20,695,000.00 TOTAL WORK COMPLETED 79,290.37 21,965,604.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,046.75 TOTAL 79,290.37 21,957,558.05 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 10/28/16 90 12/22/16 12/22/16 10/24/17 101 106 17 0 96% 94% PROGRESS IS SATISFACTORY COBORN, AUBREY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/17