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 12/23/16 EST. NO. 008 TIME 10:35 AM R.E. NAME: GORONA, MARK 01-0B4504 --------------------------------------------------------------------------- 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 12/23/16 EST. NO. 008 TIME 10:35 AM R.E. NAME: GORONA, MARK 01-0B4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4504 TIME 10:35 AM ESTIMATE NO. 008 BID OPENING 01/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/23/16 LOCATION PROGRESS ESTIMATE 01-HUM-299-R10.7/26.1 ----------------- MCCULLOUGH CONSTRUCTION INC IN HUMBOLDT COUNTY NEAR BLUE LAKE 57 ALDER GROVE ROAD FROM 0.5 MILE WEST TO 0.3 MILE WEST ARCATA CA 95521 OF NORTH FORK MAD RIVER BRIDGE AND FROM 1.9 MILES WEST TO 1.3 MILES WEST OF OLD THREE CREEKS ROAD FED. AID NO. NH-ER ( ) ,19C2-004 (E ) REPAIR SLIDES & SLIPOUTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 CONSTRUCTION AREA SIGNS LS 8,935.0000 8,935.00 0.900 8,041 003 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.900 36,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.0000 3,750.00 1,316.000 3,948 005 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 1,650.00 22.000 1,650 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,500.0000 5,500.00 0.900 4,950 007 TEMPORARY RAILING (TYPE K) LF 78.0000 37,440.00 480.000 37,440 008 TEMPORARY CRASH CUSHION SYSTEM EA 6,500.0000 13,000.00 2.000 13,000 009 JOB SITE MANAGEMENT LS 76,000.0000 76,000.00 0.950 72,200 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,500.0000 3,500.00 0.750 2,625 011 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 3,033.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY CHECK DAM LF 9.4000 2,820.00 306.000 2,876 013 TEMPORARY DRAINAGE INLET PROTECTION EA 470.0000 1,410.00 3.000 1,410 014 TEMPORARY REINFORCED SILT FENCE LF 5.0000 1,650.00 453.000 2,265 015 TEMPORARY CONCRETE WASHOUT LS 1,950.0000 1,950.00 1.000 1,950 016 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,350.00 940.000 4,700 017 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 1,020.00 872.000 5,232 018 REMOVE PAVEMENT MARKER EA 22.0000 572.00 13.000 286 019 REMOVE CHANNELIZERS EA 25.0000 900.00 11.000 275 020 REMOVE CULVERT (LF) LF 124.0000 8,184.00 66.000 8,184 021 REMOVE DOWNDRAIN (EA) EA 1,360.0000 2,720.00 2.000 2,720 022 REMOVE INLET EA 2,625.0000 2,625.00 1.000 2,625 PROGRAM CAS145 PAGE 2 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4504 TIME 10:35 AM ESTIMATE NO. 008 BID OPENING 01/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET MILEPOST MARKER EA 1,500.0000 1,500.00 1.000 1,500 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 81.0000 4,698.00 57.000 4,617 025 CLEARING AND GRUBBING (LS) LS 43,000.0000 43,000.00 1.000 43,000 026 DEVELOP WATER SUPPLY LS 33,000.0000 33,000.00 0.950 31,350 027 ROADWAY EXCAVATION CY 31.0000 138,260.00 4,827.000 149,637 028 SHOULDER BACKING TON 70.0000 7,700.00 112.660 7,886 029 DITCH EXCAVATION CY 189.0000 3,024.00 16.000 3,024 030 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.7000 11,853.00 3,714.000 10,027 CLASS B2 031 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,535.0000 11,070.00 2.000 11,070 032 HYDROMULCH SQFT 0.0500 1,660.00 30,645.000 1,532 033 STRAW SQFT 0.0500 1,660.00 30,645.000 1,532 034 HYDROSEED SQFT 0.1400 4,648.00 30,645.000 4,290 035 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 129,340.00 2,592.000 150,336 036 HOT MIX ASPHALT (TYPE A) TON 140.0000 154,000.00 10.619 1,486.66 800.789 112,110 037 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 183.0000 124,440.00 510.000 93,330 038 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 198.0000 67,320.00 308.310 61,045 (OPEN GRADED FRICTION COURSE) 039 ASPHALT BINDER TON 1,000.0000 3,500.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 040 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 600.00 152.000 760 (PAVING FABRIC) 041 CENTERLINE RUMBLE STRIP STA 600.0000 3,000.00 5.000 3,000 (GROUND-IN INDENTATIONS) 042 PLACE HOT MIX ASPHALT SQYD 19.5000 7,410.00 79.722 1,554.58 85.522 1,667 (MISCELLANEOUS AREA) 043 TACK COAT TON 1,000.0000 7,000.00 5.250 5,250 044 MINOR CONCRETE (MINOR STRUCTURE) CY 2,900.0000 3,770.00 1.300 3,770 (F) 045 24" CORRUGATED STEEL PIPE (.109" THICK) LF 212.0000 13,144.00 62.000 13,144 046 FURNISH AND INSTALL DRAIN PIPE LF 4.8000 14,256.00 2,970.000 14,256 (HORIZONTAL DRAIN) 047 DRILL HOLE (HORIZONTAL DRAIN) LF 23.7000 70,389.00 2,970.000 70,389 048 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 86.0000 5,934.00 69.000 5,934 (.109" THICK) 049 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 5,700.0000 5,700.00 1.000 5,700 PROGRAM CAS145 PAGE 3 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4504 TIME 10:35 AM ESTIMATE NO. 008 BID OPENING 01/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION CY 86.0000 331,960.00 3,860.000 331,960 (1/2 T, METHOD A) (CY) 051 ROCK SLOPE PROTECTION CY 165.0000 3,300.00 20.000 3,300 (1/4 T, METHOD B) (CY) 052 ROCK SLOPE PROTECTION CY 88.0000 54,560.00 620.000 54,560 (NO. 3, METHOD B) (CY) 053 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 105.0000 5,460.00 48.000 5,040 (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 7,000.00 1,736.000 6,944 055 MISCELLANEOUS IRON AND STEEL LB 8.0000 1,912.00 239.000 1,912 (F) 056 MARKER (CULVERT) EA 100.0000 200.00 2.000 200 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.2000 5,248.00 1,897.000 6,070 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 4,228.00 4,604.000 6,445 (ENHANCED WET NIGHT VISIBILITY) 059 PAVEMENT MARKER EA 30.0000 3,900.00 92.000 2,760 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 12/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B4504 TIME 10:35 AM ESTIMATE NO. 008 BID OPENING 01/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/16 R.E. NAME: GORONA, MARK DATE OF THIS ESTIMATE 12/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,041.24 1,443,729.22 ADJUSTMENT OF COMPENSATION 0.00 33,383.04 EXTRA WORK 0.00 66,766.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,041.24 1,543,878.74 060 MOBILIZATION LS 158,000.0000 158,000.00 1.000 158,000 ORIGINAL CONTRACT AMOUNT 1,670,653.00 TOTAL WORK COMPLETED 3,041.24 1,701,878.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,041.24 1,701,878.74 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 02/25/16 135 03/11/16 03/11/16 02/22/17 92 103 0 0 93% 68% PROGRESS IS SATISFACTORY GORONA, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/16