City of Naples Utilities Department Wastewater Collections Division

Size: px
Start display at page:

Download "City of Naples Utilities Department Wastewater Collections Division"

Transcription

1 City of Naples Utilities Department Wastewater Collections Division Request for Proposal Reclaimed Water Fire Hydrant & Water Service Installations February 2015 Reclaimed Water Fire Hydrant & Services Installation Costs Page 1

2 RECLAIMED WATER FIRE HYDRANT & WATER SERVICE INSTALLATION COST SUMMARY Item No. Item Description Quantity Unit Total Cost PART 1 Fire Hydrant Installation: Hot Tap W/Valve 8 HDPE Pipe, Hydrant Assembly Hot Tap/Hydrant Assembly <6-8 Deep 1 LS $ Hot Tap/Hydrant Assembly >8-10 Deep 1 LS $ Hot Tap/Hydrant Assembly >10-12 Deep 1 LS $ Hot Tap/Hydrant Assembly >12-15 Deep 1 LS $ PART 2 Fire Hydrant Installation: Hot Tap W/Valve 16 HDPE Pipe, Hydrant Assembly Hot Tap/Hydrant Assembly <6-8 Deep 1 LS $ Hot Tap/Hydrant Assembly >8-10 Deep 1 LS $ Hot Tap/Hydrant Assembly >10-12 Deep 1 LS $ Hot Tap/Hydrant Assembly >12-15 Deep 1 LS $ PART 3 2 Short Service: Tapping Saddle on 8 HDPE HDPE X 2 Service <6-8 Deep 1 LS $ HDPE X 2 Service >8-10 Deep 1 LS $ HDPE X 2 Service >10-12 Deep 1 LS $ HDPE X 2 Service >12-15 Deep 1 LS $ PART 4 2 Long Service: Tapping Saddle on 8 HDPE HDPE X 2 Service <6-8 Deep 1 LS $ HDPE X 2 Service >8-10 Deep 1 LS $ HDPE X 2 Service >10-12 Deep 1 LS $ HDPE X 2 Service >12-15 Deep 1 LS $ PART 5 2 Short Service: Tapping Saddle on 16 HDPE HDPE X 2 Service <6-8 Deep 1 LS $ HDPE X 2 Service >8-10 Deep 1 LS $ HDPE X 2 Service >10-12 Deep 1 LS $ HDPE X 2 Service >12-15 Deep 1 LS $ PART 6 2 Long Service: Tapping Saddle on 16 HDPE HDPE X 2 Service <6-8 Deep 1 LS $ HDPE X 2 Service >8-10 Deep 1 LS $ HDPE X 2 Service >10-12 Deep 1 LS $ HDPE X 2 Service >12-15 Deep 1 LS $ PART 7 2 Short Service: Tapping Saddle on 8 C-900 PVC C-900 PVC X 2 Service <3 4 Deep 1 LS $ C-900 PVC X 2 Service >4 6 Deep 1 LS $ PART 8 2 Long Service: Tapping Saddle on 8 C-900 PVC C-900 PVC X 2 Service <3 4 Deep 1 LS $ C-900 PVC X 2 Service >4 6 Deep 1 LS $ Reclaimed Water Fire Hydrant & Services Installation Costs Page 2

3 PART 9 2 Short Service: Tapping Saddle on 12 C-900 PVC C-900 PVC X 2 Service <3 4 Deep 1 LS $ C-900 PVC X 2 Service >4 6 Deep 1 LS $ PART 10 2 Long Service: Tapping Saddle on 12 C-900 PVC C-900 PVC X 2 Service <3 4 Deep 1 LS $ C-900 PVC X 2 Service >4 6 Deep 1 LS $ PART 11 Misc. Restoration Items As Needed 11-1 Concrete Curb Replacement (Valley, E & F per FDOT Standards) 1 LF $ Wide Concrete Sidewalk 1 LF $ Wide Concrete Sidewalk 1 LF $ Wide Concrete Sidewalk 1 LF $ Wide Concrete Sidewalk 1 LF $ Wide Concrete Sidewalk 1 LF $ 11-7 Lime Rock Base Replacement per City Spec s 1 SY $ 11-8 Asphalt Replacement per City Spec s 1 SY $ COMPANY NAME: COMPANY REP: Proposals are requested to be returned to the Utilities Department via to David Graff at dgraff@naplesgov.com ; not later than 2 pm, on Friday, February 27, For questions and/or site visits, please contact David Graff via dgraff@naplesgov.com or Cell All work and materials shall comply with the City of Naples Utilities Standards, Specifications, and Details; The Project s Drawings, Details, and Notes as applicable. Contractor shall obtain all Utility locations prior to any excavation. Contractor shall provide all necessary MOT Devices per City Standards. Contractor shall supply all dewatering equipment as required for a safe work environment. Contractor shall provide all equipment necessary to comply with Trench Safety Standards. Fire Hydrant and Service locations will be prioritized and identified by Adam Rivera Wastewater Collections Supervisor. Quantities of installations shall be determined by priority and available funding. SCOPE OF WORK: PART 1 FIRE HYDRANT INSTALLATION: HOT TAP W/VALVE ON 8 HDPE PIPE, HYDRANT ASSEMBLY. ITEMS 1-1 THRU 1-4 Contractor shall provide all materials, fittings, and labor to install the Fire Hydrant assembly per City Standards. Tapping Sleeves shall be Stainless Steel Power Seal 3490MJ-AS or TPS Triple Tap Model MJSF. Tapping Saddle pressure test and Tap shall be performed by contractor and witnessed by City Staff. Valve shall be RS MJ with 2 Operator Nut (pipe, valve box, & cover as required). Piping from valve to Fire Hydrant shall be PVC C-900 (DR18, or DR14 under pavement). Fittings shall be MJ with Reclaimed Water Fire Hydrant & Services Installation Costs Page 3

4 Restraint Glands, directional transition bends shall not exceed 45 degree bends unless approved by City due to space limitations. Fire Hydrants shall be installed per City Details, centered on property line, unless otherwise directed/approved by City Supervisor. Tracer wire shall be run from center of main to Fire Hydrant, centered on top of pipe. Contractor shall repair any sprinkler systems damaged during project. Restoration shall include sod replacement. Any curbing, sidewalk, road base, and/or asphalt restoration shall be covered under Part 11; quantities to be reviewed and approved by City Supervisor. PART 2 FIRE HYDRANT INSTALLATION: HOT TAP W/VALVE ON 16 HDPE PIPE, HYDRANT ASSEMBLY. ITEMS 2-1 THRU 2-4 Contractor shall provide all materials, fittings, and labor to install the Fire Hydrant assembly per City Standards. Tapping Sleeves shall be Stainless Steel Power Seal 3490MJ-AS. Tapping Saddle pressure test and Tap shall be performed by contractor and witnessed by City Staff. Valve shall be RS MJ with 2 Operator Nut (pipe, valve box, & cover as required). Piping from valve to Fire Hydrant shall be PVC C-900 (DR18, or DR14 under pavement). Fittings shall be MJ with Restraint Glands, directional transition bends shall not exceed 45 degree bends unless approved by City due to space limitations. Fire Hydrants shall be installed per City Details, centered on property line, unless otherwise directed/approved by City Supervisor. Tracer wire shall be run from center of main to Fire Hydrant, centered on top of pipe. Contractor shall repair any sprinkler systems damaged during project. PART 3 2 SHORT SERVICE (UP TO 20 ): SERVICE SADDLE ON 8 HDPE PIPE: ITEMS 3-1 THRU 3-4 Service Saddles shall be Stainless Steel, spring loaded gasket designed for HDPE Pipe. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. Restoration shall include sod replacement. Any curbing, sidewalk, road base, and/or asphalt restoration shall be covered under Part 11; quantities to be reviewed and approved by City Supervisor. PART 4 2 LONG SERVICE (UP TO 70 ): SERVICE SADDLE ON 8 HDPE PIPE: ITEMS 4-1 THRU 4-4 Service Saddles shall be Stainless Steel, spring loaded gasket designed for HDPE Pipe. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. Restoration shall include sod replacement. Any curbing, sidewalk, road base, and/or asphalt restoration shall be covered under Part 11; quantities to be reviewed and approved by City Supervisor. PART 5 2 SHORT SERVICE (UP TO 20 ): SERVICE SADDLE ON 16 HDPE PIPE: ITEMS 5-1 THRU 5-4 Service Saddles shall be Stainless Steel, spring loaded gasket designed for HDPE Pipe. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. Restoration shall include sod replacement. Any curbing, sidewalk, Reclaimed Water Fire Hydrant & Services Installation Costs Page 4

5 road base, and/or asphalt restoration shall be covered under Part 11; quantities to be reviewed and approved by City Supervisor. PART 6 2 LONG SERVICE (UP TO 70 ): SERVICE SADDLE ON 16 HDPE PIPE: ITEMS 6-1 THRU 6-4 Service Saddles shall be Stainless Steel, spring loaded gasket designed for HDPE Pipe. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. Restoration shall include sod replacement. Any curbing, sidewalk, road base, and/or asphalt restoration shall be covered under Part 11; quantities to be reviewed and approved by City Supervisor. PART 7 2 SHORT SERVICE (UP TO 20 ): SERVICE SADDLE ON 8 C900 PVC PIPE: ITEMS 7-1 THRU 7-2 Service Saddles shall be Stainless Steel. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. PART 8 2 LONG SERVICE (UP TO 70 ): SERVICE SADDLE ON 8 C900 PVC PIPE: ITEMS 8-1 THRU 8-2 Service Saddles shall be Stainless Steel. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. PART 9 2 SHORT SERVICE (UP TO 20 ): SERVICE SADDLE ON 12 C900 PVC PIPE: ITEMS 9-1 THRU 9-2 Service Saddles shall be Stainless Steel. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. PART 10 2 LONG SERVICE (UP TO 70 ): SERVICE SADDLE ON 12 C900 PVC PIPE: ITEMS 10-1 THRU 10-2 Service Saddles shall be Stainless Steel. 2 Corporation Valve, 2 Poly Pipe, Curb-Stop Valve in MB, and Meter Box (MB) sized per City Detail. Tracer wire shall be run from center of main to Meter Box with 18 minimum loop. Contractor shall repair any sprinkler systems damaged during project. PART 11 MISC. RESTORATION ITEMS AS NEEDED: ITEMS 11-1 THRU 11-8 Reclaimed Water Fire Hydrant & Services Installation Costs Page 5

6 Very few planned locations with this project will require road base, asphalt, curbing, or sidewalk restoration. Line items are for as-needed requirements. Reclaimed Water Fire Hydrant & Services Installation Costs Page 6

7 Reclaimed Water Fire Hydrant & Services Installation Costs Page 7

8 Reclaimed Water Fire Hydrant & Services Installation Costs Page 8

9 Reclaimed Water Fire Hydrant & Services Installation Costs Page 9

SPECIAL SPECIFICATION. Water and Sewer System and Appurtenances

SPECIAL SPECIFICATION. Water and Sewer System and Appurtenances 2004 Specifications CSJ 2250-01-021, etc SPECIAL SPECIFICATION 5243 Water and Sewer System and Appurtenances 1. Description. This Item governs for the furnishing of all equipment, labor and materials to

More information

November 29, CITY OF PLANT CITY Purchasing Division (813)

November 29, CITY OF PLANT CITY Purchasing Division (813) November 29, 2018 CITY OF PLANT CITY Purchasing Division (813) 659-4270 IFB 18-014UM-LG 12-inch Water Transmission Main-Franklin St., Hancock St. and Terrace Drive West ADDENDUM No. 3 *Bidders are required

More information

For Reference Only - Not For The Purpose Of Bidding BP-1 PROPOSAL. PROPOSAL OF, a corporation a. partnership consisting of

For Reference Only - Not For The Purpose Of Bidding BP-1 PROPOSAL. PROPOSAL OF, a corporation a. partnership consisting of PROPOSAL PROPOSAL OF, a corporation a partnership consisting of and an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction and Invitations to Bidders, the undersigned

More information

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02 ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON April 28, 2015 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 30, 2015, in accordance

More information

ROUTE 3 OLD WINTHROP ROAD PROJECT LOCATION I-95 PROJECT LOCATION WESTERN AVENUE NORTH BELFAST AVE.

ROUTE 3 OLD WINTHROP ROAD PROJECT LOCATION I-95 PROJECT LOCATION WESTERN AVENUE NORTH BELFAST AVE. PROJECT LOCATION PROJECT LOCATION NORTH BELFAST AVE. ROUTE 3 WESTERN AVENUE I-95 OLD WINTHROP ROAD INSTALL NEW 3" x 1" CC DOUBLE STRAP SERVICE SADDLE, 1" CC x 1 1/4" COMPRESSION CORPORATION AND 1 1/4"

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01026 - PART 1 GENERAL 1.01 THE REQUIREMENT A. Payment for various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing

More information

EXHIBIT E SCHEDULE OF UNIT PRICES

EXHIBIT E SCHEDULE OF UNIT PRICES SCHEDULE OF UNIT PRICES TO ACCOMPANY THE BID OF (Bidder/Contractor) ON CALL UTILITY SERVICES AND MISCELLANEOUS CONSTRUCTION FOR SEWER AND WATER LINES SOLICITATION NO.: IFB SA1703 Any bidder who enters

More information

RFB for Wastewater Force Main #3. October 2, Addendum 3: Clarifications and Questions from Pre-Bid Meeting Answered

RFB for Wastewater Force Main #3. October 2, Addendum 3: Clarifications and Questions from Pre-Bid Meeting Answered RFB for Wastewater Force Main #3 October 2, 2015 Addendum 3: Clarifications and Questions from Pre-Bid Meeting Answered The proposed force main will be required to transmit up to 1000 gallons of wastewater

More information

Public Utilities PELICAN MARSH ELEMENTARY SCHOOL WATER SERVICE REPLACEMENT

Public Utilities PELICAN MARSH ELEMENTARY SCHOOL WATER SERVICE REPLACEMENT Public Utilities PELICAN MARSH ELEMENTARY SCHOOL WATER SERVICE REPLACEMENT Prepared By: 3800 Via Del Rey Bonita Springs, FL 34134 July 2015 Table of Contents Name Section Bid Schedule Project Description

More information

BASE BID FORM FY 2015

BASE BID FORM FY 2015 BASE BID FORM FY 2015 STORMWATER TREATMENT AREA - BASE BID (FY2015) THE LUMP SUM (LS) PRICES FOR ITEMS 1-6 SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND ALL APPLICABLE

More information

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02 ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON April 23, 2015 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 30, 2015, in accordance

More information

WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS

WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS City Utilities of Springfield, Missouri REVISED: 06/18/2018 **DISCLAIMER** IT IS THE RESPONSIBILITY OF THE END USER OF THIS WATER STANDARDS BOOK TO MAKE

More information

BRICK TOWNSHIP MUNICIPAL UTILITIES AUTHORITY BRETON WOODS SECTION 1 WATER MAIN REPLACEMENT ADDENDUM #2

BRICK TOWNSHIP MUNICIPAL UTILITIES AUTHORITY BRETON WOODS SECTION 1 WATER MAIN REPLACEMENT ADDENDUM #2 BRICK TOWNSHIP MUNICIPAL UTILITIES AUTHORITY BRETON WOODS SECTION 1 WATER MAIN REPLACEMENT ADDENDUM #2 The original Contract Documents entitled BRETON WOODS SECTION 1 WATER MAIN REPLACEMENT are amended

More information

Bid Tabulation Report 2011 Pump Station Rehabilitations

Bid Tabulation Report 2011 Pump Station Rehabilitations Bidder No. 1 Bidder No. 2 Bidder No. 3 Bidder No. 4 Bonding Provided 5% 5% 5% 5% Bidder Acknowledges Receipt of Addendums - but only 1 Affadivit of Preferential Bidders Status has has has has Description

More information

MEASUREMENT & PAYMENT (CITY FUNDED PROJECTS)

MEASUREMENT & PAYMENT (CITY FUNDED PROJECTS) 00950 - Measurement & Payment Page 00950-1 00950 - MEASUREMENT & PAYMENT (CITY FUNDED PROJECTS) (Last revised 5/20/10) SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Base Course & Paving Curb & Gutter,

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following

More information

BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of. a Partnership consisting of

BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of. a Partnership consisting of BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of a Partnership consisting of an Individual doing business as. TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction

More information

Addendum No. 1 GORDON WATER MAIN REPLACEMENT PWP Bid No.: WA TMWA Capital Project No.: October 3, 2018

Addendum No. 1 GORDON WATER MAIN REPLACEMENT PWP Bid No.: WA TMWA Capital Project No.: October 3, 2018 Addendum No. 1 GORDON WATER MAIN REPLACEMENT PWP Bid No.: WA-2019-004 TMWA Capital Project No.: 10-0001.053 October 3, 2018 The following information, clarifications, changes and modifications are by reference

More information

DRINKING WATER LINE INSTALLATION STANDARDS

DRINKING WATER LINE INSTALLATION STANDARDS 30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY

More information

ADDENDUM #1 AUGUST 25, INTERSECTION IMPROVEMENTS AT SR 434 AND TUSCORA DRIVE Bid # ITB-06/16/BF

ADDENDUM #1 AUGUST 25, INTERSECTION IMPROVEMENTS AT SR 434 AND TUSCORA DRIVE Bid # ITB-06/16/BF ADDENDUM #1 AUGUST 25, 2016 INTERSECTION IMPROVEMENTS AT SR 434 AND TUSCORA DRIVE Bid # ITB-06/16/BF TO: ALL PLAN HOLDERS This Addendum No. 1 to the Contract Documents for City of Winter Springs project

More information

SAN ANTONIO WATER SYSTEM C5 & C28 SEWER PROJECT PHASE 3 SAWS PROJECT NO SOLICITATION NO. CO ADDENDUM-6

SAN ANTONIO WATER SYSTEM C5 & C28 SEWER PROJECT PHASE 3 SAWS PROJECT NO SOLICITATION NO. CO ADDENDUM-6 SAN ANTONIO WATER SYSTEM C5 & C28 SEWER PROJECT PHASE 3 SAWS PROJECT NO. 18-4501 SOLICITATION NO. CO-00198 ADDENDUM 6 (September 10, 2018) To Respondent of Record: This addendum, applicable to work referenced

More information

DOCUMENT ADDENDUM No. 2

DOCUMENT ADDENDUM No. 2 DOCUMENT ADDENDUM No. 2 PART 1 GENERAL 1.1 DOCUMENT INCLUDES A. Clarifications 1.2 CONSTRUCTION CONTRACT A. The Construction Contract is known as SU095 9 th Street and SU096 Downs Drive Storm Drain Projects.

More information

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices. SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section

More information

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL:

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL: N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS

More information

SECTION FIRE HYDRANTS

SECTION FIRE HYDRANTS SECTION 21 11 10 PART 1. GENERAL 1.1 SUMMARY: A. Work consists of furnishing and installing new fire hydrants, (boot with ductile iron retainer gland, standpipe and hydrant complete) plus constructing

More information

SECTION 1500 REMOVALS

SECTION 1500 REMOVALS SECTION 1500 REMOVALS REMOVALS PART 1 GENERAL 1.01 Section Summary A. Removal of structures, obstructions, surfacing, and miscellaneous items. 1.02 Related Sections A. Section 1800 Excavation and Embankment

More information

General Water Bid Items Item No.

General Water Bid Items Item No. BID PROPOSAL PROPOSAL OF, a corporation organized and existing under the laws of the State of, a partnership consisting of, an individual doing business as. Enclosed with this bid are (1) Bid Bond, and

More information

Pay Item Manual for Water and Sewer Construction

Pay Item Manual for Water and Sewer Construction Water and Sewer Construction Prepared by: Water Resources Engineering Division 408 North Adams Street Tallahassee, Florida 32301 October 2018 SECTION 1 LIST OF ABBREVIATIONS The following abbreviations

More information

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2017-Tender Capital Works

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2017-Tender Capital Works ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON - April 24, 2017 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 25, 2017 in accordance

More information

ARTICLE 26 UTILITY LINE INSTALLATION REQUIREMENTS

ARTICLE 26 UTILITY LINE INSTALLATION REQUIREMENTS UTILITY LINE INSTALLATION REQUIREMENTS Index 26.01 JACK AND BORE OPERATIONS 26.02 PRESSURE PIPE RESTRAINT 26.03 PRESSURE CONNECTION BACK TO TABLE OF CONTENTS Section 26.01 JACK AND BORE OPERATIONS 26.01.01

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 012000 Applies only to Collier County Public Utilities Projects or Works and Utilities Portions of Collier County Transportation Projects, but not to Private Developments PART 1 GENERAL 1.1 SECTION

More information

Addendum 1. Valve & Valve Vault Replacement. Issued June 13, 2018

Addendum 1. Valve & Valve Vault Replacement. Issued June 13, 2018 155 Corey Avenue St. Pete Beach, FL 33706-1839 www.stpetebeach.org Addendum 1 Valve & Valve Vault Replacement Issued June 13, 2018 Note that this Addendum does not change the bid due date and time as stated

More information

RIVERWOOD COMMUNITY DEVELOPMENT DISTRICT 4250 Riverwood Drive Port Charlotte, Florida ADDENDUM #2 September 26, 2011

RIVERWOOD COMMUNITY DEVELOPMENT DISTRICT 4250 Riverwood Drive Port Charlotte, Florida ADDENDUM #2 September 26, 2011 The following items represent clarifications, additions, deletions, and/or modifications to the Contract Bid Documents for the above-referenced project. This Addendum shall hereafter be regarded as part

More information

SPECIAL SPECIFICATION 2022 Water Mains and Wastwater Main Appurtenances

SPECIAL SPECIFICATION 2022 Water Mains and Wastwater Main Appurtenances 2004 Specifications CSJ 1316-01-034 & 0902-48-502 SPECIAL SPECIFICATION 2022 Water Mains and Wastwater Main Appurtenances 1. Description. Furnish all materials, equipment, labor and incidentals necessary

More information

PUBLIC WORKS DEPARTMENT GENERAL NOTES

PUBLIC WORKS DEPARTMENT GENERAL NOTES PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. All construction shall be in strict accordance with the standards of the City of Southlake and governed by the North Central Texas Council of Government's Standard

More information

CULINARY WATER SYSTEMS

CULINARY WATER SYSTEMS CULINARY WATER SYSTEMS I. Water system size determination A. The minimum water line size is 8 inch for distribution lines in a residential subdivision. 1. Subdivisions that have a school or church will

More information

SECTION PUBLIC WATER SERVICE CONNECTIONS

SECTION PUBLIC WATER SERVICE CONNECTIONS SECTION 33 14 14 PUBLIC WATER SERVICE CONNECTIONS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe and fittings for water service connections to small commercial, light industrial, and residential

More information

MEMORANDUM TO THE INDUSTRY

MEMORANDUM TO THE INDUSTRY MEMORANDUM TO THE INDUSTRY TO: FROM: All Builders, Developers, Engineers, Site Contractors, and Distributors Engaging in the Installation of Loudoun Water s Systems Huy Tran P.E., LEED AP, Manager of Land

More information

BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR 2014 WATER MAIN AND SEWER MAIN REPLACEMENT IN EASEMENTS

BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR 2014 WATER MAIN AND SEWER MAIN REPLACEMENT IN EASEMENTS BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR 2014 WATER MAIN AND SEWER MAIN REPLACEMENT IN EASEMENTS (Easement 6 & 11, 4200 block of Versailles Avenue and Belclaire Avenue and the 4300 block of Westway

More information

AD 1-1 ITB U CITATION BLVD./OLD KINGS ROAD TO S.R. 100 WATER MAIN

AD 1-1 ITB U CITATION BLVD./OLD KINGS ROAD TO S.R. 100 WATER MAIN ADDENDUM NO. 1 ITB-U-11-05 CITATION BLVD./OLD KINGS ROAD TO S.R. 100 WATER MAIN ISSUE DATE: February 14, 2011 BID DATE: TO: SUBJECT: INTENT: March 1, 2011 @ 2:00 P.M. All Prospective Bidders and Others

More information

BEDDING AND TRENCHING TYPE A

BEDDING AND TRENCHING TYPE A SKGANDHI TRENCH WIDTH VARIES W/ SIZE OF PIPE FINISHED GRADE COMMON FILL SEE NOTE 4 PIPE O.D. (SEE NOTE 1) TRENCH BACKFILL (SEE NOTE 2) 12" (TYP) INITIAL BACKFILL (SEE NOTE 1) SELECT COMMON FILL BEDDING

More information

SECTION 401 WATER PIPE AND FITTINGS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

SECTION 401 WATER PIPE AND FITTINGS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS SECTION 401 PIPE AND FITTINGS PART 2 MATERIALS 2.2 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS A. PVC Pressure Pipe sizes 4 inch through 12 inch: ANSI/AWWA C 900 1. DR18 B. PVC Pressure Pipe sizes 14 inch

More information

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents General Figure 2.3.1 16 Revise Revised Figure 2.3.1: New Development Areas where Secondary Suites Apply to include two new areas (#4 and 5). Water 3.3.2 Watermains 31 Add Added wording in Section 3.3.2.3

More information

CITY OF TACOMA Department of Public Utilities - Water Division

CITY OF TACOMA Department of Public Utilities - Water Division CITY OF TACOMA Department of Public Utilities - Water Division ADDENDUM NO. 1 DATE: October 12, 2015 REVISIONS TO: Request for Bids Specification No. WD15-0133F Water Main Replacement Project No. MRP 2014-27,

More information

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17 S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00

More information

SECTION 1 GENERAL NOTES

SECTION 1 GENERAL NOTES ISSUE DATE NOVEMBER 1st, 2011 SECTION 1 Page List Page Number Page Title COVER COVER GN-01 PAGE 1 GN-02 PAGE 2 GN-03 PAGE 3 GN-04 PAGE 4 GN-05 PAGE 5 GN-06 PAGE 6 GN-07 PAGE 7 : 1. (CCU) STANDARD SPECIFICATIONS

More information

Statement of Quantities

Statement of Quantities 01-21.26.01 GROUND WATER TREATMENT CONSUMABLES ALLOWANCE 1 A/A 01-52.13 ACCOUNT - PROJECT SPECIAL PROVISIONS TEMPORARY OFFICE FACILITIES 2-1.2a REMOVE 6" CONCRETE CURB AND/OR GUTTER REMOVE 780 LF 2-1.4

More information

INVITATION TO BIDDERS. Solicitation No. CO-00157

INVITATION TO BIDDERS. Solicitation No. CO-00157 INVITATION TO BIDDERS Solicitation No. CO-00157 Sealed bids are requested by the San Antonio Water System for the construction of approximately 5,900 LF of 6 to 8-inch of water main and approximately 3,000LF

More information

ADDENDUM NO. 3 TO SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CITY OF DENTON, TEXAS MAYHILL ROAD WIDENING AND IMPROVEMENTS IFB 6389

ADDENDUM NO. 3 TO SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CITY OF DENTON, TEXAS MAYHILL ROAD WIDENING AND IMPROVEMENTS IFB 6389 ADDENDUM NO. 3 TO SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CITY OF DENTON, TEXAS MAYHILL ROAD WIDENING AND IMPROVEMENTS IFB 6389 TO: PROSPECTIVE BIDDERS AND PLAN HOLDERS The Specifications and Contract

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01025 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01. BASIS FOR MEASUREMENT AND PAYMENT Measurement and Payment will be made for only those items included in the Schedule of Unit Prices or Contract

More information

DOCUMENT ADDENDA AND MODIFICATIONS

DOCUMENT ADDENDA AND MODIFICATIONS DOCUMENT ADDENDA AND MODIFICATIONS PART 1 1.1 PROCEDURE GENERAL A. For filing purposes, add Addenda and Modifications to the Contract Documents following this page. Modified June 20, 2017 Addenda and Modifications

More information

SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE

SECTION POLYVINYL CHLORIDE (PVC) PRESSURE PIPE SECTION 02622 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART 1 - GENERAL 1.1 SCOPE A. The work covered by this section includes furnishing all labor, equipment, and materials required to install and test

More information

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2017

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2017 SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2017 STANDARD SPECIFICATIONS 102.12 Best Value Contracting Partial payments shall be withheld if contractor is working on site and has not satisfied

More information

The following Specifications of the Special Provisions have been revised and/or added (in red):

The following Specifications of the Special Provisions have been revised and/or added (in red): RE: City of Monrovia Project MR-011 South Area Infrastructure Improvement Project Addendum #1 December 14, 2017 Dear Bidders: The attached information and clarifications constitutes Addendum #1 for the

More information

City of Middletown WATER & SEWER DEPARTMENT 82 Berlin Street Middletown, CT TEL: (860) FAX: (860)

City of Middletown WATER & SEWER DEPARTMENT 82 Berlin Street Middletown, CT TEL: (860) FAX: (860) City of Middletown WATER & SEWER DEPARTMENT 82 Berlin Street Middletown, CT 06457 TEL: (860) 638-3500 FAX: (860) 343-8091 GENERAL REQUIREMENTS WATER MAIN AND SERVICE INSTALLATION JANUARY 2017 WATER MAINS:

More information

Contained within this addendum: Time Extension, Revised Bid Sheet, questions and answers received.

Contained within this addendum: Time Extension, Revised Bid Sheet, questions and answers received. April 16, 2018 POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA ADDENDUM #1 BID #18-439 Utilities Potable Water & Reclaimed Water Maintenance Connection & Replacement of Meters This addendum

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 813 WATER SERVICE FOR FIRELINES

San Antonio Water System Standard Specifications for Construction ITEM NO. 813 WATER SERVICE FOR FIRELINES ITEM NO. 813 WATER SERVICE FOR FIRELINES 813.1 DESCRIPTION: This item shall consist of water service for fire line installations in accordance with these specifications and as directed by the Engineer.

More information

BUILDING SEWER AND GRINDER PUMP CONNECTION & CONSTRUCTION STANDARDS

BUILDING SEWER AND GRINDER PUMP CONNECTION & CONSTRUCTION STANDARDS TOWN OF MILO, NEW YORK Department of Sewer and Water Attention: Doug Marchionda, Jr. Operator Jeffrey Finger Operator 137 Main Street Penn Yan, New York 14527 Telephone No.: (315) 536-8501 Facsimile No.:

More information

DALLAS WATER UTILITIES BID ITEM AND COST ESTIMATING MANUAL

DALLAS WATER UTILITIES BID ITEM AND COST ESTIMATING MANUAL DALLAS WATER UTILITIES BID ITEM AND COST ESTIMATING MANUAL Version History October 2011 Edition October 2011 October 2014 Edition October 2014 Edition Document Number: DWU-PRO-020-ENG Revision Number:

More information

East Wenatchee Water District Supplemental Provisions to the 2012 WSDOT/APWA Standard Specifications

East Wenatchee Water District Supplemental Provisions to the 2012 WSDOT/APWA Standard Specifications East Wenatchee Water District Supplemental Provisions to the 2012 WSDOT/APWA Standard Specifications 1-01 DEFINITIONS and TERMS 1-01.3 Definitions This section is supplemented with the following Deleted

More information

2017 Material and Construction Specifications

2017 Material and Construction Specifications 2017 Material and Construction Specifications Water and Sewer Pre Construction Materials Standard Details Inspections & Testing Todd Marti, Director of Engineering South West, West Valley City, UT T: E:

More information

Sunnyside Valley Irrigation District Enclosed Lateral Improvements Projects Contract : Regions 011, 13 & 014

Sunnyside Valley Irrigation District Enclosed Lateral Improvements Projects Contract : Regions 011, 13 & 014 Sunnyside Valley Irrigation District Addendum No. 1 Enclosed Lateral Improvements Projects 2010-2011 Issued: 8/30/2010 Contract 10-003: Regions 011, 013 & 014 Page 1 of 7 Sunnyside Valley Irrigation District

More information

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR WATERMAINS

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR WATERMAINS THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR WATERMAINS INDEX Page No. W.1. GENERAL...1 W.2 SCOPE...2 W.3 MATERIALS...2 W.3.1 General... 2 W.3.2 Concrete... 2 W.3.3 Pipe Bedding and Backfill

More information

CHAPTER 3 - PRESSURE IRRIGATION

CHAPTER 3 - PRESSURE IRRIGATION CHAPTER 3 - PRESSURE IRRIGATION 3.1 GENERAL This division covers furnishing and installing pressure pipe as shown on the Drawings or established in the field, and all flushing, testing, repairing, as required

More information

ELEVATION (A - A) PLAN GATE W ELL JOB NO. SHEET NO. DATE MARCH 2015 OF. Gate Wel Dimensions - Inches

ELEVATION (A - A) PLAN GATE W ELL JOB NO. SHEET NO. DATE MARCH 2015 OF. Gate Wel Dimensions - Inches CL Gate Wel Opening East Jordan Iron Works, Inc. Manhole Cover No. 1040 (or approved equal) w/ bolted frame 01-APR-2015 15:29 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\wm_det01_8x11_wm01.dgn

More information

CITY AND COUNTY OF DENVER

CITY AND COUNTY OF DENVER 2-1.1b REMOVE COMBINATION CONCRETE CURB, GUTTER AND SIDEWALK (3'-11") 2-1.2a REMOVE 6" CONCRETE CURB AND/OR GUTTER S Holly: See near STA: 25+56 S Poplar 300 LF 25 LF 2-1.4 REMOVE HANDICAP CONCRETE CURB

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01025 MEASUREMENT AND PAYMENT PART 1 -- GENERAL 1.1 SCOPE A. The Contractor shall receive and accept the compensation as provided in the Bid Form as full payment for furnishing all materials, labor,

More information

2311 Egg Harbor Road Susan Shin-Angulo Lindenwold, NJ Freeholder Liaison Phone Fax

2311 Egg Harbor Road Susan Shin-Angulo Lindenwold, NJ Freeholder Liaison Phone Fax Jackson Rd (CR 534) Reconstruction Project Between NJSH RT #73 (MP 12.67) To Atco Ave. (MP 14.92) Townships of Berlin & Waterford County of Camden, New Jersey Bi-Weekly Progress Report Monday 4/23/18 thru

More information

Town of Cornwall Water & Sewer Utility Corporation

Town of Cornwall Water & Sewer Utility Corporation Town of Cornwall Water & Sewer Utility Corporation Minimum Standard of Acceptability for Water, Sewer & Sprinkler Connections At the time of application for water, sewer and/or sprinkler service the applicant

More information

CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER

CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER WATER MAIN 1. All open cut water main shall be polyvinyl chloride plastic (PVC) pressure pipe per AWWA specification

More information

SECTION 2100 WATER MAIN

SECTION 2100 WATER MAIN SECTION 2100 WATER MAIN WATER MAIN PART 1 GENERAL 1.01 Section Summary A. This section includes product and installation requirements for water main pipe, gate valves, hydrants, fittings, and miscellaneous

More information

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED?????

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED????? SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED????? 102.10 Minimum Rate of Wage Scale Typo. Several paragraphs were repeated. 105.5 Inspection of Work Clarified that the contractor

More information

CHAPTER 3 - PRESSURE IRRIGATION

CHAPTER 3 - PRESSURE IRRIGATION CHAPTER 3 - PRESSURE IRRIGATION 3.1 GENERAL This division covers furnishing and installing pressure pipe as shown on the Drawings or established in the field, and all flushing, testing, repairing, as required

More information

II: APPROVED MATERIALS FOR WATER AND WASTEWATER

II: APPROVED MATERIALS FOR WATER AND WASTEWATER II: APPROVED MATERIALS FOR WATER AND WASTEWATER SECTION II (Sub-Section 100) Checklist for Citrus County Approved Materials (Written Checklist) Article Page Approved Materials for Construction of Water

More information

YAKIMA COUNTY, WASHINGTON. Special Provisions For Water Main Construction

YAKIMA COUNTY, WASHINGTON. Special Provisions For Water Main Construction YAKIMA COUNTY, WASHINGTON Special Provisions For Water Main Construction The 2014 Standard Specifications for Road, Bridge, and Municipal Construction as prepared by the Washington State Department of

More information

Addendum No: 3 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO.3. Closing Time: 2:00 P.M., December 18, 2018 Opening Time: 2:01 P.M., December 18, 2018

Addendum No: 3 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO.3. Closing Time: 2:00 P.M., December 18, 2018 Opening Time: 2:01 P.M., December 18, 2018 CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-8405 Fax: 254 / 750-8063 www.waco-texas.com Date: 12/18/2018 RFB No: 2018-078 Commodity: South 26 th Street Improvements

More information

REVISED PER ADDENDUM No. 1 - Unit Price Bid Schedule

REVISED PER ADDENDUM No. 1 - Unit Price Bid Schedule 1. Mobilization, Insurance, Bonds, General Requirements, BMPs, Record Drawings, Testing Requirements, Utility Location, Demobilization and Site Maintenance. 1 L.S. 2. Supply and install complete 384,238

More information

Service Saddles/ Brass Alloy/ Stainless Steel Straps for Cast, Ductile & PVC Pipe

Service Saddles/ Brass Alloy/ Stainless Steel Straps for Cast, Ductile & PVC Pipe F 1 F 1.1 F 1.2 F 2 F 2.1 F 3 Service Saddles/ Hinged Type for 2 PVC Service Saddles/ Brass Alloy/ Stainless Steel Straps for Cast, Ductile & PVC Pipe Service Saddles/ Ductile Iron/ Stainless Steel Straps

More information

CUYAHOGA COUNTY, OHIO ADDENDUM NUMBER 1, APRIL 25, 2018 FOR THE CITY OF BRECKSVILLE,

CUYAHOGA COUNTY, OHIO ADDENDUM NUMBER 1, APRIL 25, 2018 FOR THE CITY OF BRECKSVILLE, CUYAHOGA COUNTY, OHIO ADDENDUM NUMBER 1, APRIL 25, 2018 FOR THE FOR THE CUYAHOGA COUNTY DEPARTMENT OF PUBLIC WORKS RQ# 41677 BIDS DUE ON: May 1, 2018, at 2:00 p.m. ADDENDUM NUMBER 1, April 25, 2018, Page

More information

c. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with part

c. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with part Florida Building Code Plumbing APPENDIX F, 5 th Edition (2014) Amendment to APPENDIX F c. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with part

More information

f. GREEN VALLEY WATER SUPPLY CORP. ( )

f. GREEN VALLEY WATER SUPPLY CORP. ( ) GENERAL WATER NOTES L:\Engineer\Standard Details and Technical Specifications\Standard Details\201\STANDARD WATER DETAILS 0223201.dwg 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN SCOPE THIS PROJECT

More information

lates.htm. LIST OF EXHIBITS

lates.htm. LIST OF EXHIBITS LIST OF EXHIBITS Exhibit A B C Page Typical Residential Water Service and Meter Installation... 27 Typical Manufactured Home Water Service and Meter Installation... 27 Typical Commercial/Industrial Meter

More information

UNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1

UNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1 GENERAL: The scope of this document is to provide instruction for the installation and testing of chilled water piping installed for the University of Missouri. DESIGN GUIDELINES: 1. Materials 1.1. Pipe

More information

Public Water Supply District #2 of St. Charles County, Missouri

Public Water Supply District #2 of St. Charles County, Missouri Public Water Supply District #2 of St. Charles County, Missouri POLICIES, PROCEDURES, AND REQUIREMENTS FOR CONNECTION AND INSPECTIONS OF: RESIDENTIAL WATER AND/OR SEWER SERVICE CONNECTIONS COMMERCIAL WATER

More information

PART 5 WATER SYSTEMS

PART 5 WATER SYSTEMS PART 5 WATER SYSTEMS Abbreviations and Symbols Plan 501 Abbreviations and symbols for water... 205 Concrete Boxes and Hardware 502 27" Frame and cover... 207 503 38" Frame and cover... 209 505 Concrete

More information

SECTION C1 DUCTILE IRON PIPE AND FITTINGS GENERAL

SECTION C1 DUCTILE IRON PIPE AND FITTINGS GENERAL SECTION C1 DUCTILE IRON PIPE AND FITTINGS GENERAL This section covers the furnishing and installation of ductile iron water pipe, fittings, thrust restraint and pipe disinfection. Ductile Iron Pipe MATERIALS

More information

ITEM NO. 824 SERVICE SUPPLY LINES (WATER)

ITEM NO. 824 SERVICE SUPPLY LINES (WATER) ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines installation and adjustment installed in accordance with these specifications and as directed

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION CITY OF ALBANY Public Works Department ADDENDUM # ST-6-02 CROCKER LANE RECONSTRUCTION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and shall

More information

SUBJECT: ITB , Oxford Road Complete Street Improvements Project ADDENDUM #1

SUBJECT: ITB , Oxford Road Complete Street Improvements Project ADDENDUM #1 DATE: May 18, 2016 TO: FROM: All Bidders/Proposers Willie Velez, CPPB Procurement Administrator City of Casselberry Purchasing Division SUBJECT: ITB-2016-0023, Oxford Road Complete Street Improvements

More information

2010 IDC WATER AND SEWER CONSTRUCTION PACKAGE III 12/11/2009 SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B RA

2010 IDC WATER AND SEWER CONSTRUCTION PACKAGE III 12/11/2009 SAWS WATER JOB. NO /SAWS SEWER JOB NO SOLICITATION #B RA BID PROPOSAL PROPOSAL OF, a Corporation organized and existing under the laws of the State of, a Partnership consisting of, an Individual doing business as. Enclosed with this bid are (1) Bid Bond, and

More information

DIVISION II TECHNICAL SPECIFICATIONS SECTION S-001 WATER DISTRIBUTION SYSTEM

DIVISION II TECHNICAL SPECIFICATIONS SECTION S-001 WATER DISTRIBUTION SYSTEM DIVISION II TECHNICAL SPECIFICATIONS SECTION S-001 WATER DISTRIBUTION SYSTEM TABLE OF CONTENTS: I. DESCRIPTION:... 2 II. COORDINATION:... 3 III. CONSTRUCTION LAYOUT:... 3 IV. MATERIALS:... 3 V. EXECUTION:...

More information

33rd Street Outfall (Curtis to Lafayette) Schedule A

33rd Street Outfall (Curtis to Lafayette) Schedule A 01-21.23.01 ALLOWANCE ACCOUNT - SEE PROJECT SPECIAL PROVISIONS Add'l Info: For coordination and installation of power supply to upgraded traffic signals at MLK and Downing and MLK and Marion. Please see

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER)

San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines adjustment and installation

More information

ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)

ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number) EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY

More information

Water & Industrial Products Catalog

Water & Industrial Products Catalog Water & Industrial Products Catalog www.smith-blair.com info@smith-blair.com Phone: 800..9705 or 870.77.527 After Hours Number: 90.277.998 Fax: 800.8.792 or 870.77.52 EMERGENCY PHONE 90.277.998 In the

More information

SEMINOLE TRIBE OF FLORIDA PURCHASING DEPARTMENT RFB MABEL T FRANK WAY ROADWAY CONSTRUCTION BIG CYPRESS INDIAN RESERVATION

SEMINOLE TRIBE OF FLORIDA PURCHASING DEPARTMENT RFB MABEL T FRANK WAY ROADWAY CONSTRUCTION BIG CYPRESS INDIAN RESERVATION SEMINOLE TRIBE OF FLORIDA PURCHASING DEPARTMENT RFB MABEL T FRANK WAY ROADWAY CONSTRUCTION BIG CYPRESS INDIAN RESERVATION 6300 STIRLING ROAD HOLLYWOOD, FLORIDA 33024 ADDENDUM NUMBER THREE June 12, 2015

More information

SPECIAL SPECIFICATION 6666 Charter Communications System

SPECIAL SPECIFICATION 6666 Charter Communications System 2004 Specifications CSJ 1200-05-014 SPECIAL SPECIFICATION 6666 Charter Communications System 1. Description. A. This Item will govern the installation of all facilities belonging to Charter Communications,

More information

PART 1 COMMON FOR WATER & WASTEWATER CONSTRUCTION TITLE By Other Than Open Cut (Non-T.x.D.O.T. - Non Railroad) --- 101 Highway Crossing - All Wastewater Mains & Water Mains 12" and Smaller in Diameter.

More information

ADDENDUM #2 NWIT Watermain Replacement Program New Westminster, BC. Please see Addendum #2 from Wedler Engineering LLP (12 pages following)

ADDENDUM #2 NWIT Watermain Replacement Program New Westminster, BC. Please see Addendum #2 from Wedler Engineering LLP (12 pages following) June 21, 2012 ADDENDUM #2 NWIT-12-15 Watermain Replacement Program New Westminster, BC This addendum modifies the Invitation to Tender only as noted: Please see Addendum #2 from Wedler Engineering LLP

More information

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance To: Project Name: Bidding Company Site Work Project Contact: Address: Various Phone: Fax: Bid Number: Project Location: Various, Anywhere, PA Bid Date: 7/16/2014 Clarifications: This takeoff does not include

More information