ADDENDUM NO. 1. Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal.
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1 ADDENDUM NO. 1 DATE: August 7, 2014 PROJECT: FROM: TO: 2014 MFT Section GM, SUPP1 United City of Yorkville Kendall County, IL Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois (630) tel (630) fax ALL BIDDERS OF RECORD FOR BIDS due AUGUST 11, 2014 NOTE: This Addendum is hereby declared a part of the CONTRACT DOCUMENTS for the project designated above and in case of conflict, the following Addendum shall govern, Bidders shall state in their proposal that this addendum has been received and is reflected in the proposal submitted. 1. Added BLR Forms. (See the attached 5 pages) Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal. Reviewed by: Company: Addendum 1 (Page 1 of 1) Date: END ADDENDUM NO. 1 G:\Public\Yorkville\2014\YO1412-P 2014 MFT STreet Maintenance Program\Docs\ADDENDUM 01 - yorkville MFT.doc ADDENDUM NO. 1-1
2 Adrian Washingto Blaine HMA Area=(1380*20 SF)/ SF/9 = 4190 SY 4190 SY X.2 = 838 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 838 GAL 4190 x 8#/SY/2000 = 17 TON 2 AGGREGATE (PRIME COAT) 17 TON 167 * 4.5/9+ 285*2/9 = 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 150 SY 5 TONS FOR HANDWORK AREAS 4 LEVELING BINDER (HAND METHOD), N50 5 TON 4190*115*1/2000 = 241 TONS 5 LEVELING BINDER (MACHINE METHOD), N50, 1" 241 TON 0 TONS 6 BINDER (MACHINE METHOD), N50, TON 4190*115*1.75/2000= 422 TONS 7 HMA SURFACE COURSE, MIX D, N50, TON 40 LF 8 PCC CURB AND GUTTER REMOVAL AND REPLACEMENT 40 LF (21*7) + (25*13)/9= 55 SY 9 PCC DRIVEWAY REMOVAL AND REPLACEMENT 55 SY 190*115*2.75/2000= 35 TONS 10 INCIDENTAL HOT MIX ASPHALT SURFACING 35 TONS 90*5= 450 SF 11 PCC SIDEWALK REMOVAL AND REPLACEMENT 450 SF 10 TILES*(2 x4 )= 80 SF 12 DETECTABLE WARNINGS 80 SF (960*7)/9= 750 SY 14 HOT-MIX ASPHALT SURFACE REMOVAL- VARIABLE DEPTH 750 SY 240 SY 16 CLASS D PATCHES, 4 INCH 240 SY 1 18 MANHOLES TO BE ADJUSTED 1 EA 5 19 SANITARY MANHOLES TO BE ADJUSTED 5 EA 1 20 VALVE BOX TO BE ADJUSTED 1 EA 220 LF 23 THERMOPLASTIC PAVEMENT MARKINGS- LINE LF ( )+(1180*2*2.5)/9 = RESTORATION 725 SY 5*15= 75 SF 28 SIDEWALK REMOVAL 75 SF 24*5= 120 SF 29 PCC SIDEWALK 5, SPECIAL 120 SF CRACK SEALING 1000 FT 2 33 RELOCATE EXISTING SHRUB 2 EA Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:06:58 AM
3 Hydraulic Morgan Dead End HMA Area=(700*20 SF)/9 = 1560 SY 1560 SY X.6 = 936 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 936 GAL 1560 x 8#/SY/2000 = 7 TON 2 AGGREGATE (PRIME COAT) 7 TON 244* 4.5/9 = 125 SY 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 150 SY 1560*2.25*115/2000=202 TONS 6 BINDER (MACHINE METHOD), N50, TON 1560*115*1.75/2000= 157 TONS 7 HMA SURFACE COURSE, MIX D, N50, TON 260*115*4/2000= 60 TONS 10 INCIDENTAL HOT MIX ASPHALT SURFACING 60 TON 1560 SY 13 HOT-MIX ASPHALT SURFACE REMOVAL- 1 INCH 1560 SY 2 19 SANITARY MANHOLES TO BE ADJUSTED 2 EA 500*3+700*6/9= 630 SY 27 RESTORATION 630 SY Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:07:25 AM
4 Woodworth E. Spring E. Main HMA Area=(1380*20 SF)/9=2460 SY 2460 SY X.2 = 492 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 492 GAL 2460 x 8#/SY/2000 = 10 TON 2 AGGREGATE (PRIME COAT) 10 TON * 4.5/9 = 40 SY 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 40 SY 2460*115*1/2000 = 142 TONS 5 LEVELING BINDER (MACHINE METHOD), N50, 1" 142 TON 1170*115*2.25/2000= 152 TONS 6 BINDER (MACHINE METHOD), N50, TON 2460*115*1.75/2000= 248 TONS 7 HMA SURFACE COURSE, MIX D, N50, TON 80 LF 8 PCC CURB AND GUTTER REMOVAL AND REPLACEMENT 80 LF 10 SY 9 PCC DRIVEWAY REMOVAL AND REPLACEMENT 10 SY (750*7*2)/9= 1170 SY 15 HOT-MIX ASPHALT SURFACE REMOVAL- SPECIAL 1170 SY 30 SY 16 CLASS D PATCHES, 4 INCH 30 SY 2 17 INLETS TO BE ADJUSTED 2 EA 1 19 SANITARY MANHOLES TO BE ADJUSTED 1 EA 80*2/9 = 20 SY 27 RESTORATION 20 SY CRACK SEALING 1500 FT Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:07:52 AM
5 Quantity & Unit Green Briar Road Walsh Drive IL Route 47 HMA THPL PVT MK LTR & SYM 343 SF 3. THPL PVT MK LINE FT 4. THPL PVT MK LINE FT 5. THPL PVT MK LINE FT 6. THPL PVT MK LINE FT Countryside Parkway US Route ' N of US Route 34 HMA THPL PVT MK LTR & SYM 125 SF 60' W of IL Route ' E of IL Route 47 HMA THPL PVT MK LINE FT 3. THPL PVT MK LINE FT 4. THPL PVT MK LINE FT 5. THPL PVT MK LINE FT 6. THPL PVT MK LINE FT Kennedy Road IL Route ' E of IL Route 47 HMA THPL PVT MK LTR & SYM 276 SF 2. THPL PVT MK LINE FT 3. THPL PVT MK LINE FT 5. THPL PVT MK LINE FT 6. THPL PVT MK LINE FT Carpenter Street IL Route ' E of IL Route 47 HMA THPL PVT MK LTR & SYM 31 SF 2. THPL PVT MK LINE 4 93 FT 3. THPL PVT MK LINE FT 4. THPL PVT MK LINE 8 93 FT 6. THPL PVT MK LINE FT Menard Drive IL Route ' E of IL Route 47 HMA THPL PVT MK LTR & SYM 16 SF 2. THPL PVT MK LINE 4 51 FT 4. THPL PVT MK LINE 8 96 FT 5. THPL PVT MK LINE FT 6. THPL PVT MK LINE FT Submit Four (4) copies to Regional Engineer Printed on 5/16/2014 9:08:41 AM
6 Villagewide Various Local Roads CRACK ROUTING FEET 1. CRACK ROUTING FT CRACK FILLING /3= LBS 2. CRACK FILLING LBS Submit Four (4) copies to Regional Engineer Printed on 5/16/2014 9:09:08 AM
2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM
ADDENDUM NO. 1 March 17, 2015 2015 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
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
DELETE first sentence of first paragraph that reads: REPLACE with the following:
To Bidder of Record: SAN ANTONIO WATER SYSTEM Addendum 2 To Construction Documents For 2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB NO. 12-5001 SAWS SEWER JOB NO. 12-5501 Solicitation
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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
Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724
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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
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
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Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
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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
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DOCUMENTATION WORKBOOK FY 2017
DOCUMENTATION WORKBOOK SPECIFIC TASK TRAINING PROGRAM Conducted by the ILLINOIS CENTER FOR TRANSPORTATION (ICT) AND IDOT BUREAU OF CONSTRUCTION FY 2017 WORKBOOK TABLE OF CONTENTS Workbook Page 1... Maximum
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
CITY OF ALAMO HEIGHTS WATER, STREET AND SIDEWALK CAPITAL IMPROVEMENT PROJECTS
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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
County of Los Angeles Department of Public Works BID SUMMARY
PROJECT NAME CENTRAL AVENUE, ET AL. PROJECT ID RDC0013675 Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00
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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
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Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
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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
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
202-00001 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
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
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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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