Amendment 3 C3.0 11192020_0003.pdf

PDF 156 KB Posted

Attached to
GRTE Rehabilitate Moran Water System Federal contract opportunity
Solicitation number
140P1420R0006
Issued by
Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI ·

This solicitation is for the rehabilitation of the Moran water system in Grand Teton National Park. The scope of work includes installation of a new well house, water and sewer lines, wells, and demolition of existing infrastructure. The estimated value is between $1,000,000 to $5,000,000. This procurement is set aside for women-owned small businesses. Payment and performance bonds of 100% are required. The contract duration is to start within 10 days of award and be complete by July 1, 2021. Davis Bacon wage rates apply. Offerors must be registered in SAM and have current representations and certifications. Questions are due by a specified date prior to offers. The National Park Service Intermountain Region is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to GRTE Rehabilitate Moran Water System, newest first.
File Type Posted
Amendment 5 WOSB Clarification_0005.docx DOCX document
Sol_140P1420R0006_Amd_0005.pdf PDF
Amendment 4 Revised Price Schedule_0004.docx DOCX document
Sol_140P1420R0006_Amd_0004.pdf PDF
Amendment 4 Revised Sheet C1 8 Rev 11252020_0004.pdf PDF
Amendment 4 Q and A_0004.docx DOCX document
Amendment 4 New Sheet L1 2 11242020_0004.pdf PDF
Amendment 4 Definitions of CLINs rev 11252020_0004.pdf PDF
Amendment 3 Q and A 11192020_0003.docx DOCX document
Sol_140P1420R0006_Amd_0003.pdf PDF
Sol_140P1420R0006_Amd_0002.pdf PDF
Amendment 2 - Site Visit Attendees with Emails_0002.xlsx XLSX spreadsheet
Amendment 2 - Q and A_0002.docx DOCX document
Amendment 1 - Site Visit Attendees_0001.xlsx XLSX spreadsheet
Amendment 1 - SRLC C-200 preliminary revisions_0001.pdf PDF
Amendment 1 - COR Site Visit Note and Clarifications_0001.pdf PDF
Amendment 1 - Moran Junction Monitor Well log forms_0001.pdf PDF
Sol_140P1420R0006_Amd_0001.pdf PDF
A06 Attachment 5 As Builts GRTE 136 3527A id144427.pdf PDF
A06 Attachment 4 Drawings.zip ZIP file
A06 Attachment 3 Construction Drawings 136 150563 10142020.pdf PDF
A06 Attachment 2 SPECS PART 2 MORAN 198970 249646 09032020.pdf PDF
A06 Attachment 7 Moran Well House Geotech Report.pdf PDF
B08 Attachment 10 Past Performance Questionnaire.docx DOCX document
A06 Attachment 1 SPECS PART 1 MORAN 198970 249646 09032020.pdf PDF
B08 Attachment 11 Subcontracting Worksheet.xlsx XLSX spreadsheet
A06 Attachment 8 SRLC Office Geotech Report.pdf PDF
Sol_140P1420R0006.pdf PDF
B03 Attachment 9 Teton County Building WD - WY20200017 08142020.pdf PDF
A06 Attachment 6 Current well UW 6.pdf PDF
Show all 30

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1" HDPE, SLOPE TO DRAIN

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HDPE TRANSITION FITTING

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FROST PROOF SANITARY HYDRANT WITH VACUUM BREAKER

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8"X8" PRESSURE TREATED TIMBER POST

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PRESSURE TREATED LUMBER SHIMS

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2.5" RADIUS

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SECURE HYDRANT TO POST WITH GALVANIZED PIPE STRAPS

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AGGREGATE BASE

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1" FIP INLET

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CURB STOP PER CURB STOP DETAIL

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6" CONCRETE BLOCK

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SECTION:

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2" THREADED CAP

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CURB BOX LID

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CONCRETE PAD

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#4 REBAR

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2" GALVANIZED PIPE

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CURB BOX

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STATIONARY OPERATING ROD WITH CONNECTING PIN

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SADDLE FROM WATER LINE, SLOPE DOWNWARD FROM MAIN

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2" CURB STOP

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90° BEND

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6" CONCRETE BLOCK

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TRACER WIRE BOX

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TRACER WIRE BOX LID

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THREADED GS CAP

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#4 REBAR

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PLAN:

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FINISH GRADE

AutoCAD SHX Text CURB STOP MINNEAPOLIS PATTERN TOP FPTxFPT

AutoCAD SHX Text 12" DIA. x 6" THICK CONCRETE PAD W/#4 REBAR SCRIBED WITH DIRECTION OF PIPE SMOOTH TROWEL FINISH

AutoCAD SHX Text MPTxHDPE TRANSITION FITTING

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HDPE

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CURB BOX

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HDPE

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BOND BREAK BETWEEN CURB BOX AND CONCRETE

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LID WITH BOLT

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6" CONCRETE BLOCK

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STATIONARY ROD

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TRACER WIRE BOX

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D.I.P. WATERLINE (SIZE PER PLANS)

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MJ GATE VALVE - SIZE PER PLANS

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VALVE BOX TO GRADE

AutoCAD SHX Text 16" DIA. x 6" THICK CONCRETE PAD W/#4 REBAR SCRIBED WITH DIRECTION OF PIPE SMOOTH TROWEL FINISH

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FLOW

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VALVE NUT EXTENSION

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2'X2'X2' THRUST BLOCK

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TRACER WIRE BOX

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SECTION:

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12" GATE VALVES AND UNDER

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12" STAINLESS STEEL RODS HOOKED INSIDE THRUST BLOCK (2 REQ'D)

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CONCRETE THRUST BLOCK

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UNDISTURBED SOIL

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VALVE RESTRAINT:

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EXISTING WATER SERVICE TO STRUCTURE

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CONNECT TO EXISTING WATER SERVICE WITH COUPLING ABOVE GROUND IN CRAWL SPACE

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EXISTING BUILDING

AutoCAD SHX Text NOTES: 1. EXAMINE TIE-IN POINT TO BUILDING WATER EXAMINE TIE-IN POINT TO BUILDING WATER BEFORE BEGINNING INSTALLATION OF SERVICE LINE TO VERIFY MATERIAL FOR COUPLING AND TO ENSURE CONSISTENT SLOPE ALONG ENTIRE SERVICE LINE

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METER

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ANGLE BALL VALVE

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ANGLE CHECK VALVE

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BRACE BAR

AutoCAD SHX Text FIPT x HDPE COMPRESSION TRANSiTION FITTING

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2" HDPE WATER LINE

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PLASTIC PIT SETTER FOR 2" METER

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DOUBLE LID COVER

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MIPT INLET TO METER PIT

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MIPT OUTLET FROM METER PIT

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1 " THICK 12" THICK INSULATING DISC

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DRAINAGE AGGREGATE

AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C3.0_DETAILS.dwg

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%%UDOMESTIC HYDRANT

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%%UPUMPOUT DRAIN

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%%UCURB STOP

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%%UGATE VALVE

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SUB SHEET NO.

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TITLE OF SHEET

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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GRAND TETON NATIONAL PARK

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PMIS/PKG NO.

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SHEET

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OF

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IML

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IML

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WATER

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DETAILS

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%%UCURB STOP

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%%UCURB STOP

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Sheets and Views
C3.0

File details come from the government source that posted it. Updated .