2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM
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1 ADDENDUM NO. 1 March 17, PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM SCHEDULE OF PRICES (BLR 12000a) Replace the schedule of prices with the attached pages. SUMMARY OF QUANTITIES Replace the summary of quantities with the attached page. By Order of County of DuPage (Awarding Authority) Christopher C. Snyder, P.E. County Engineer
2 SCHEDULE OF PRICES County: DuPage Local Public Agency: DuPage County DOT Section: 15-PVMTC-05-GM Route: Various Combination Letter Schedule for Multiple Bids Sections included in Combinations Total Schedule for Single Bid (For complete information covering these items, see plans and specifications) s Unit Quantity Unit Price Total 1 SUPPLEMENTAL WATERING UNIT 3 2 TOP SOIL FURNISH AND PLACE, 6 INCH SQ YD SEEDING, CLASS 2 ACRE EROSION CONTROL BLANKET SQYD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 75 6 EARTH EXCAVATION CU YD SUBBASE GRANULAR MATERIAL, TY B, 2 IN SQ YD BITUMINOUS MATERIALS (PRIME COAT) POUND MIXTURE FOR CRACKS, JOINTS AND FLANGEWAYS TON POLYMERIZED LEVEL BINDER MM IL N50 TON HMA SURFACE COURSE, MIX "D", N70 TON PORTLAND CEMENT CONCRETE SIDEWALK REMOVE AND REPLACE, 5 INCH PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT SQ FT PATH REMOVAL SQ YD 78 Page 4-1 BLR 12200a (DPC DOT)
3 s Unit Quantity Unit Price Total 15 HMA SURFACE REMOVAL 2.25" SQ YD BIT. DRIVEWAY REMOVE AND REPLACE 3" SQ YD CONCRETE DRIVEWAY REMOVAL AND REPLACE 8 " SQ YD DETECTABLE WARNINGS SQ FT COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT TEMPORARY STONE TON CLASS D PATCH, TYPE I, 14 INCH SQ YD CLASS D PATCH, TYPE II, 14 INCH SQ YD CLASS D PATCH, TYPE III, 14 INCH SQ YD CLASS D PATCH, TYPE IV, 14 INCH SQ YD CLASS D PATCH, TYPE I, 11 INCH SQ YD CLASS D PATCH, TYPE II, 11 INCH SQ YD CLASS D PATCH, TYPE III, 11 INCH SQ YD CLASS D PATCH, TYPE IV, 11 INCH SQ YD CLASS D PATCH, TYPE I, 12 INCH SQ YD CLASS D PATCH, TYPE II, 12 INCH SQ YD CLASS D PATCH, TYPE III, 12 INCH SQ YD CLASS D PATCH, TYPE IV, 12 INCH SQ YD DRAINAGE STRUCTURE TO BE RECONSTRUCTED EACH 7 34 FRAMES AND GRATES, TYPE 23 EACH 5 35 DRAINAGE STRUCTURE TO BE ADJUSTED EACH DRAINAGE STRUCTURE CLEAN AND PATCH EACH SHORT-TERM PAVEMENT MARKING FOOT Page 4-2 BLR 12200a (DPC DOT)
4 38 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS s Unit Quantity Unit Price Total SQ FT THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT TEMPORARY PAVEMENT MARKING - LETTERS & SYMBOLS TEMPORARY PAINT PAVEMENT MARKING - LINE 4" TEMPORARY PAINT PAVEMENT MARKING - LINE 24" RAISED REFLECTIVE PAVEMENT MARKER REMOVAL SQ FT 1955 FOOT FOOT 1056 EACH RECESSED REFLECTIVE PAVEMENT MARKER EACH DETECTOR LOOP REPLACEMENT FOOT TRAFFIC SIGNAL HANDHOLE TO BE ADJUSTED EACH 4 50 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION EACH 3 51 TRAFFIC CONTROL & PROTECTION L SUM 1 52 CHANGEABLE MESSAGE SIGN WEEK 14 Page 4-3 BLR 12200a (DPC DOT)
5 SUMMARY OF QUANTITIES ARMY TRAIL RD. MAIN ST. (GE) HIGHLAND/ MAIN ST. (DG) TOTAL QUANTITY ITEM # PAY ITEM UNIT 1 SUPPLEMENTAL WATERING UNIT TOP SOIL FURNISH AND PLACE, 6 INCH SQ YD SEEDING, CLASS 2A ACRE EROSION CONTROL BLANKET SQYD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD EARTH EXCAVATION CU YD SUBBASE GRANULAR MATERIAL, TY B, 2 IN SQ YD BITUMINOUS MATERIALS (PRIME COAT) POUND MIXTURE FOR CRACKS, JOINTS AND FLANGEWAYS TON POLYMERIZED LEVEL BINDER MM IL N50 TON HMA SURFACE COURSE, MIX "D", N70 TON PORTLAND CEMENT CONCRETE SIDEWALK REMOVE AND REPLACE, 5 INCH SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT PATH REMOVAL SQ YD HMA SURFACE REMOVAL 2.25" SQ YD BIT. DRIVEWAY REMOVE AND REPLACE 3" SQ YD CONCRETE DRIVEWAY REMOVAL AND REPLACE 8 " SQ YD DETECTABLE WARNINGS SQ FT COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT TEMPORARY STONE TON CLASS D PATCH, TYPE I, 14 INCH SQ YD CLASS D PATCH, TYPE II, 14 INCH SQ YD CLASS D PATCH, TYPE III, 14 INCH SQ YD CLASS D PATCH, TYPE IV, 14 INCH SQ YD CLASS D PATCH, TYPE I, 11 INCH SQ YD CLASS D PATCH, TYPE II, 11 INCH SQ YD CLASS D PATCH, TYPE III, 11 INCH SQ YD CLASS D PATCH, TYPE IV, 11 INCH SQ YD CLASS D PATCH, TYPE I, 12 INCH SQ YD CLASS D PATCH, TYPE II, 12 INCH SQ YD CLASS D PATCH, TYPE III, 12 INCH SQ YD CLASS D PATCH, TYPE IV, 12 INCH SQ YD DRAINAGE STRUCTURE TO BE RECONSTRUCTED EACH FRAMES AND GRATES, TYPE 23 EACH DRAINAGE STRUCTURE TO BE ADJUSTED EACH DRAINAGE STRUCTURE CLEAN AND PATCH EACH SHORT-TERM PAVEMENT MARKING FOOT * 38 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT * 39 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT * 40 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT * 41 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT * 42 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT TEMPORARY PAVEMENT MARKING - LETTERS & SYMBOLS SQ FT TEMPORARY PAINT PAVEMENT MARKING - LINE 4" FOOT TEMPORARY PAINT PAVEMENT MARKING - LINE 24" FOOT RAISED REFLECTIVE PAVEMENT MARKER REMOVAL EACH * 47 RECESSED REFLECTIVE PAVEMENT MARKER EACH * 48 DETECTOR LOOP REPLACEMENT FOOT * 49 TRAFFIC SIGNAL HANDHOLE TO BE ADJUSTED EACH * 50 MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION EACH TRAFFIC CONTROL & PROTECTION L SUM CHANGEABLE MESSAGE SIGN WEEK * Denotes Specialty
Items Unit Quantity Unit Price Total Unit Price Total
Engineer's Plote Construction, Inc. Estimate 1100 Brandt Drive Hoffman Estates, IL 60192 s Unit Quantity 1 SUPPLEMENTAL WATERING UNIT 4 $100.00 400.00 $40.00 160.00 2 TOP SOIL FURNISH AND PLACE, 6 INCH
ADDENDUM NO. 1. Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal.
ADDENDUM NO. 1 DATE: August 7, 2014 PROJECT: FROM: TO: 2014 MFT Section 14-00000-00-GM, SUPP1 United City of Yorkville Kendall County, IL Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois
BARRETT ROAD (C.R. 178) ROADWAY RESURFACING FROM LEWIS ROAD TO SPAFFORD ROAD IN OLMSTED TOWNSHIP, OHIO ITEMIZED UNIT PRICE BID ROADWAY
IZED PRICE BID DESCRIPTION PRICE BID ROADWAY 1 201 11000 CLEARING AND GRUBBING 1 - - LUMP 2 202 23000 PAVEMENT REMOVED NR SQ YD 20 3 202 35100 PIPE REMOVED, 24" AND UNDER NR FT 134 4 202 58000 MANHOLE
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 1401-171 Contract ID: Contract Description: Contract Location: Recommendation: 170002 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:
Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 5101-14 Contract ID: Contract Description: Contract Location: Recommendation: 170020 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
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BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
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1 COUNTY'S ESTIMATE R-JS General Construction Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066102 DUST ABATEMENT LS 1 3,000.00
Riverside County Transportation Department Summary of Bids
Company Name Dartmouth St. Base Bid Sch. Yale St. Base Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. 4 Total COUNTY'S ESTIMATE,87,.50,444,6.00 9,400.00 9,400.00 800.00,00.00
CT Consultants, Inc.
Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 4308-34 Contract ID: Contract Description: Contract Location: Recommendation: 170004 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 02/27/06 PAGE : 1 TABULATION OF BIDS
PAGE : 1 NUMBER OF DAYS: 63 BRIDGE COUNT : 9 CONTRACT DESCRIPTION : BITUMINOUS OVERLAY & BRIDGE APPROACH PANEL REPLACEMENT CONTRACT LOCATION: LOCATED ON TH 90 FROM 0.8 MILE WEST OF THE BLUE EARTH RIVER
McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1
McCRORY & WILIJAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillingor Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166 Date: August 10, 2016 Subject: Bid for Construction of NW 89 th Avenue, NW 93 rd Street and NW
ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING
PAGE : 001-1 VENDOR RANKING CONTRACT TIME : 09/01/13 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(370) for constructing the Ramp Widening and Auxiliary Lane (Grade, Drain, Base, Pave and
SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP. 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM REVISION NO COUNTY
7/18/2014 - UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T-410 4 OF 8 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
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DOCUMENTATION WORKBOOK FY 2017
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202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
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001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
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AVERAGE BID PRICES FOR AWARDED PROJECTS 14:37 Wednesday, February 2, 2005 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 17 $920 $54,140.65 17 2011.601/00040 DESIGN LS 1 $4 $3,500.00 1 2011 $924 2013
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Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
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Units Est. Qty. Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
1 1500001 Mobilization, Max. $25,000.00 LSUM 1.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 4,400.00 4,400.00 2 2020040 Tree, Rem, 6 inch to 18 inch Ea 2.00 600.00
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