10_C1.2 AMENDED (Amend 1).pdf

PDF 419 KB Posted Jul 29, 2024

Attached to: High Temperature Hot Water System Repair Federal contract opportunity
Solicitation number: FA462624R0009
Issued by: Department of the Air Force Global Strike Command

About this file

Written by GovTribe AI · Jul 29, 2024

This document appears to be an attachment related to a federal contract opportunity for the High Temperature Hot Water (HTHW) System Repair requirements contract at Malmstrom Air Force Base in Montana.

The key details are:

This is a 100% small business set-aside solicitation for an IDIQ contract with a 5-year ordering period. The total aggregate amount ordered shall not exceed $4,999,999.99.
The project involves excavating, repairing, and/or replacing components of the HTHW system, including service lines, distribution lines, sump pumps, and valves.
The solicitation number is FA462624R0009 and the NAICS code is 238220 with a $19,000,000 size standard.
The contract will be awarded by the Department of the Air Force Global Strike Command.
The document provides detailed information about the required work, removal and replacement activities, manhole schedules, and general/specific notes for the contractor.

View the file

Other files for this federal contract opportunity

Other files attached to High Temperature Hot Water System Repair, newest first.
File	Type	Posted
0_Solicitation - FA462624R00090003 Amend 03.pdf	PDF	Aug 13, 2024
13_QA_13 Aug 2024 (Amend 3).xlsx	XLSX spreadsheet	Aug 13, 2024
16_M17.3 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
0_Solicitation - FA462624R00090002 Amend 02.pdf	PDF	Aug 6, 2024
14_ME1.3 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
11_ME0.4 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
15_ME1.2 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
5_Blank Bid Sch (Amend 2).xlsx	XLSX spreadsheet	Aug 6, 2024
6_MT20240066_ 02 Aug 24_Heavy (Amend 2).pdf	PDF	Aug 6, 2024
13_QA_6 Aug 2024 (Amend 2).xlsx	XLSX spreadsheet	Aug 6, 2024
7_Sections L and M - HTHW Requirements (updated 072924 Amend 1).pdf	PDF	Jul 29, 2024
11_ME0.4 AMENDED (Amend 1).pdf	PDF	Jul 29, 2024
12_M17.4 AMENDED (Amend 1).pdf	PDF	Jul 29, 2024
0_Solicitation - FA462624R0009 Amend 01.pdf	PDF	Jul 29, 2024
9_Subcontractor Consent (Amend 1).pdf	PDF	Jul 29, 2024
13_QA_29 Jul 2024 (Amend 1).xlsx	XLSX spreadsheet	Jul 29, 2024
7_Sections L and M - HTHW Requirements.pdf	PDF	Jul 9, 2024
4A_Sheet Index - Service Lines Bldg 1464.pdf	PDF	Jul 9, 2024
2B_Submittal Schedule Service Lines 1464.xlsx	XLSX spreadsheet	Jul 9, 2024
0_Solicitation - FA462624R0009.pdf	PDF	Jul 9, 2024
6_MT20240066 27 Jun 2024_Heavy.pdf	PDF	Jul 9, 2024
5_Blank Bid Sch.xlsx	XLSX spreadsheet	Jul 9, 2024
4B_DRAWINGS - Service Lines BLDG 1464.pdf	PDF	Jul 9, 2024
8_Past Performance Questionaire.pdf	PDF	Jul 9, 2024
3B_DRAWINGS - Sump Pumps.pdf	PDF	Jul 9, 2024
3A_Sheet Index - Sump Pumps.pdf	PDF	Jul 9, 2024
2A_Submittal Schedule HTHW Sumps.xlsx	XLSX spreadsheet	Jul 9, 2024
1B_SPECS Service Lines BLDG 1464.pdf	PDF	Jul 9, 2024
1A_SPECS - Sump Pumps.pdf	PDF	Jul 9, 2024

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ATTACHMENT 4

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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PROJECT ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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FIRE CHIEF

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COMMUNICATIONS

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DATE

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SIGNATURE

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CE OPERATIONS

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OFFICE

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SAFETY

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OFFICE

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DATE

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DRAWN BY

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PLATE

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PAGE

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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ATTACHMENT 4

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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PROJECT ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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FIRE CHIEF

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COMMUNICATIONS

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DATE

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SIGNATURE

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CE OPERATIONS

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OFFICE

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SAFETY

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DATE

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OFFICE

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REVIEWED BY

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DATE

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DRAWN BY

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FILE NUMBER

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PLATE

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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GPD

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PCM

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JJK

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LEGEND, ABBREVIATIONS, NOTES, & SCHEDULES

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NONE

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GAS LINE

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WATER LINE, WITH VALVE & SIZE

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UNDERGROUND ELECTRICAL

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TELEPHONE POLE & AERIAL CABLE

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STORM SEWER LINE & MANHOLE

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STORM SEWER LINE & CATCH BASIN

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SANITARY SEWER LINE & MANHOLE

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DRAIN

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UNDERGROUND CONCRETE DUCT BANK

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CDB

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SDB

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ST 6"

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UNDERGROUND SAND (FLOWABLE FILL) DUCT BANK

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CULVERT

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STREET LIGHT ON POWERPOLE

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FIRE HYDRANT

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ELECTRIC VAULT

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AERIAL POLE LINE & GUY WIRE

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OVERHEAD POWER LINE

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COMMUNICATION JUNCTION BOX

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LIGHTPOLE

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TYPICAL

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TYP.

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POST INDICATOR VALVE

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VALVE STATION (W/ NUMBER)

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WITHOUT

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PIV

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WITH

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STAINLESS STEEL

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APPROXIMATE

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BOTTOM

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HIGH TEMPERATURE HOT WATER

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HIGH TEMP. HOT WATER SUPPLY & RETURN PIPING

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TEMPERATURE

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MANHOLE (W/ NUMBER)

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TEMP.

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HTHWS/R

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HTHW

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PLATE

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EA.

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APPROX.

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EACH

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ABBREVIATIONS

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UNDERGROUND FIBER OPTIC LINE

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DOMESTIC WATER

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UNDERGROUND TELEPHONE

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UTILITY LEGEND (CONT)

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CABLE TV

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LOW TEMP. HOT WATER SUPPLY & RETURN PIPING

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LTHWS/R

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LOW TEMPERATURE HOT WATER

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LTHW

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AFF

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ABOVE FINISHED FLOOR

AutoCAD SHX Text REMOVE AND REPLACE LANDSCAPING GRAVEL/MULCH, VEGETATION, AND IRRIGATION SYSTEMS, SEE DETAIL 4 PLATE M17.2. REMOVE AND REPLACE FORCE PROTECTION BARRIERS. SEE DETAIL 2 PLATE M17.5. REMOVE AND REPLACE WITH NEW TREES IN LOCATION AS COORDINATED WITH CONTRACTING OFFICER, AWAY FROM HTHW PIPING AND UNDER GROUND UTILITIES, SEE DETAIL 10 PLATE M17.2. REMOVE AND REPLACE LIGHT POLE, AND ASSOCIATED CONCRETE BASE, CONDUIT, AND BRANCH CIRCUIT. CUT AND PATCH CONCRETE PAD FOR INSTALLATION OF NEW HTHW SERVICE LINE. SEE DETAIL 4, M17.1. REMOVE CHILLED WATER SUPPLY/RETURN PIPING, POWER, AND CONTROL LINES TO ALLOW INSTALLATION OF NEW HTHW SERVICE LINE. RECONNECT ALL PIPING, POWER, AND CONTROL LINES AFTER NEW SERVICE LINE IS INSTALLED. . DISCONNECT HTHW LINES, CUT-OFF AND REMOVE ABOVE GRADE PORTION OF PIPE, CAP ENDS, AND ABANDON UNDERGROUND PORTION AT ENTRANCE AND LOCATION SHOWN ON PLANS OR VALVE STATION LOCATION AND ABANDONED PIPE IN PLACE. REMOVE SUMP PUMP, CABLE, AND CONTROLS. SAVE FOR REUSE IN NEW MANHOLE, MAINTAIN SUMP PUMP CONTROL PANEL, AND RECONNECT TO PUMP. REMOVE AND REPLACE AIR BLEED VALVES ON HTHW MAIN PIPING. VALVE SIZES AS NOTED. VALVES SHALL BE WELDED IN PLACE.

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SODDED AREAS WITH IRRIGATION

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GRASS SEED AREAS

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LANDSCAPE GRAVEL/MULCH AREA WITH VEGETATION AND IRRIGATION

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TREE

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SPRINKLER HEAD (TYPICAL)

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CHILLED WATER SYPPLY/RETURN

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CWS/R

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CHILLED WATER RETURN

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CWR

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CHILLED WATER SUPPLY

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CWS

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FIRE SUPRESSION

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FUEL LINE

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FUEL LINE

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FUEL

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STORM DRAIN

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SEWER

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UTILITY LEGEND

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SITE LEGEND

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CHAIN LINK FENCE

AutoCAD SHX Text EXISTING DIRECT BURY INSULATED PIPE SYSTEM IN SAME LOCATION AS NEW, TO BE REMOVED COMPLETELY. ALL EXPANSION LOOPS, ANCHOR PLATES, THRUST BLOCKS, CONDUIT DRAINS AND VENTS SHALL BE REMOVED. PREPARE BUILDING AND VALVE STATION PIPING FOR CONNECTION TO NEW. DIRECT BURY ENGINEERED PIPE SYSTEM SHALL BE SINGLE CONDUIT WITH SEPARATELY INSULATED SUPPLY AND RETURN CARRIER PIPES SIZE AS NOTED. EXPANSION LOOPS SHOWN ARE REPRESENTATIVE OF EXISTING SYSTEM. REQUIREMENTS AND LOCATIONS OF EXPANSION LOOPS FOR NEW SYSTEM MAY VARY. HTHW DIRECT BURY ENGINEERED PIPE SYSTEM SHALL BE DUAL CONDUIT WITH INSULATED SUPPLY AND RETURN CARRIER PIPES SIZE AS NOTED. EXPANSION LOOPS SHOWN ARE REPRESENTATIVE OF EXISTING SYSTEM. REQUIREMENTS AND LOCATIONS OF EXPANSION LOOPS FOR NEW SYSTEM MAY VARY. SEE DETAIL 8 PLATE M17.1. REMOVE AND REPLACE SECTION OF CMU SCREEN WALL, AND ASSOCIATED FOOTINGS SEE DETAIL 4 PLATE M17.5. REMOVE AND REPLACE VINYL SCREEN FENCE. REMOVE CHILLER/CONDENSING UNIT WITH ASSOCIATED PIPING, POWER AND CONTROL LINES TO ALLOW INSTALLATION OF NEW HTHW SERVICE LINE AND REMOVAL OF EXISTING SERVICE LINE. REINSTALL CHILLER/CONDENSING UNIT AND RECONNECT ALL PIPING, POWER AND CONTROL LINES AFTER NEW SERVICE LINE IS INSTALLED.

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SPECIFIC NOTES: (APPLY TO ALL 'M' SERIES PLATES UNLESS NOTED OTHERWISE)

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LIGHTING

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LTG

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POINT OF NEW CONNECTION

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PIPE UP

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LTHW S/R PIPING RUN UNDERGROUND DIRECT BURY

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HTHW SYSTEM SYMBOLS

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HTHW S/R PIPING RUN ABOVE GROUND

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HTHW S/R PIPING RUN UNDERGROUND IN CONCRETE TRENCH

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PIPE DOWN

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HTHW VALVE

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HTHW S/R PIPING RUN UNDERGROUND DIRECT BURY

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CABLE TV

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CATV

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TELEPHONE

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TEL

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USW

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US WEST (QWEST)

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FIBER OPTIC

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PEDESTAL

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PED

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BCE

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BASE CIVIL ENGINEER

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SCOPE EXCHANGE LINE(S)

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ABANDONED

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ABD

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MANHOLE SCHEDULE

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NOTES

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MANHOLE NUMBER

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REMOVE EXISTING

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CLEAN & RECONNECT DRAIN LINES BETWEEN MANHOLE & CONC. TRENCHES

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CLEAN & RECONNECT SUMP DRAIN LINE

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NEW SUMP DRAIN LINE

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NEW SUMP PUMP

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REMOVE AND REINSTALL EXISTING SUMP PUMP SYSTEM

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NEW PUMP ELECTRICAL SERVICE

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NEW HIGH WATER ALARM PANEL

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AutoCAD SHX Text NOTES: REMOVE AND REPLACE EXISTING MANHOLE, PIPING, AND VALVES, AS WELL AS, REMOVE AND REINSTALL EXISTING SUMP PUMP, LEVEL ALARM, AND ANY OTHER SUMP PUMP RELATED COMPONENTS.. SUMP PUMPS ARE BARNES SERIES EH-HT EH522-HT, AND LEVEL TRANSDUCER, AND ECHO PULSE LR-30. THESE COMPONENTS ARE NOT BEING REPLACED, BUT ARE REFERENCED FOR CONTRACTOR TO KNOW WHAT TO REMOVE AND REINSTALL. CONNECTING CONDUIT, WIRING, ETC IS NOT REFERENCED, IT IS CONSIDERED INCIDENTAL TO PROJECT COMPLETION FOR REMOVAL AND REINSTALLATION.

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302C1A8.DWG

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EX.

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EXISTING

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UNDERGROUND

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NOTES DO NOT APPLY TO PLATE M1.1 WHICH IS INCLUDED AS REFERENCE ONLY.

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2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES FIELD MARKED, AS WELL AS SHOWN ON THE PLANS, TO VERIFY NEW PIPE INSTALLATION PRIOR TO PIPE ORDERING. LOCATES SHALL BE DONE USING NON-DESTRUCTIVE EXPLORATORY EXCAVATION. THE CONTRACTOR SHALL ALSO RESOLVE ANY UTILITY CONFLICTS THAT MAY ARISE. ALL MATERIALS, LABOR, ETC. REQUIRED SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 3) THE CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING DRAINAGE SLOPE OF PIPE BASED ON EXISTING UTILITIES AND SITE TOPOGRAPHY. NEW DIRECT BURY PIPE DESIGN SHALL TAKE THIS INTO CONSIDERATION. 4) ASPHALT CUTS, REMOVAL, AND REPLACEMENT SHALL BE DONE IN SQUARE, NON-IRREGULAR AREAS. EDGES SHALL BE CUT STRAIGHT AND CLEAN PRIOR TO ASPHALT REPLACEMENT. 5) ONLY ONE DIRECT BURY PIPE DESIGN REVISION WILL BE ALLOWED, AND ONLY IN EXTRAORDINARY SITUATIONS. ANY REVISIONS WILL BE AT CONTRACTING OFFICER'S DISCRETION. CONTRACTING OFFICER MAY REQUIRE AN ENTIRELY NEW PIPING SYSTEM, DEPENDING ON MODIFICATION TYPES AND MAGNITUDES. IN THE EVENT OF A DESIGN REVISION, THE CONTRACTOR SHALL PROVIDE AN ENTIRELY NEW DESIGN PACKAGE, TO INCLUDE DRAWINGS, DESIGN CALCULATIONS, ETC. PIPE ACCEPTANCE BY THE GOVERNMENT WILL NOT TAKE PLACE UNTIL THESE REVISED DOCUMENTS ARE PROVIDED. PRE-FINAL AND FINAL INSPECTION WILL NOT TAKE PLACE UNTIL THESE DOCUMENTS ARE PROVIDED. 6) NO FIELD MODIFICATIONS SHALL TAKE PLACE WITHOUT PRIOR APPROVAL BY THE MANUFACTURER AND THE GOVERNMENT. IN THIS EVENT AN ENTIRELY NEW DESIGN PACKAGE SHALL BE SUBMITTED TO THE GOVERNMENT FOR REVIEW, BEFORE ANY MODIFICATIONS TAKE PLACE. 7) ANY AND ALL NON-DESTRUCTIVE EXPLORATORY EXCAVATION (HYDROVAC) SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 8) SPRINKLER SYSTEMS WILL BE ENCOUNTERED. CONTRACTOR TO FIELD VERIFY LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, REPAIRING, AND/OR REINSTALLING SYSTEM FOR PROJECT COMPLETION. ANY SPRINKLED AREAS SHALL BE KEPT WATERED BY TEMPORARY MEANS PROVIDED BY ANY SPRINKLED AREAS SHALL BE KEPT WATERED BY TEMPORARY MEANS PROVIDED BY CONTRACTOR. ALL REQUIRED MATERIALS, LABOR, ETC. SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 9) IN THE EVENT A UTILITY IS REQUIRED TO BE INTERRUPTED TO FACILITATE PIPE INSTALLATION, N THE EVENT A UTILITY IS REQUIRED TO BE INTERRUPTED TO FACILITATE PIPE INSTALLATION, THE CONTRACTOR SHALL PROVIDE A TEMPORARY MEANS TO SUPPLY THAT UTILITY BEING INTERRUPTED. CONTRACTOR SUPPLIED EQUIPMENT SHALL BE SAME AS REMOVED. 10) 24 HOURS PRIOR TO ASPHALT PLACEMENT, CONTRACTOR SHALL CUT ASPHALT EDGES BACK STRAIGHT AND EVEN TO ALLOW AN EVEN EDGE TO PLACE ASPHALT AGAINST. 11) SEE APPENDIX FOR PICTURES OF SITE. 12) CONTRACTOR SHALL HYDROVAC TO FIND EXACT LOCATION AND SIZE OF THE EXPANSION LOOP PRIOR TO ORDERING PIPING. 13) NOT ALL ITEMS REFERENCED IN THE DRAWINGS HAVE BID SCHEDULE COSTS, EX: LANDSCAPE GRAVEL. THESE ITEMS ARE CONSIDERED INCIDENTAL TO PROJECT COMPLETION.

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1) DE-WATERING WILL BE REQUIRED. NO STANDING WATER WILL BE ALLOWED IN THE TRENCH AT ANY TIME.DE-WATERING WILL BE REQUIRED. NO STANDING WATER WILL BE ALLOWED IN THE TRENCH AT ANY TIME.

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GENERAL NOTES: (APPLY TO ALL 'M' SERIES PLATES UNLESS NOTED OTHERWISE)

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SEE SHEETS M17.3 AND M17.4 FOR MANHOLE DETAILS

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MATOC #24-0005

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C1.2

File details come from the government source that posted it. Updated Jul 29, 2024.