Attachment 02 - Drawings Repair Sewer Lines Basin 2 FY24-C101.pdf

PDF 334 KB Posted

Attached to
Civil Works IDIQ 2024 - Hurlburt Field, FL
Solicitation number
FA441724CivilWorks
Issued by

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Written by GovTribe AI ·

This document appears to be a set of drawings for a construction project to repair sewer lines in Basin 2 at Hurlburt Field, Florida. The project is part of a larger Indefinite Delivery/Indefinite Quantity (IDIQ) construction contract for civil works requirements at Hurlburt Field, with a solicitation number of FA441724CivilWorks. The IDIQ contract has a guaranteed minimum of $25,000 and a maximum ceiling of $26,000,000, with a set-aside for 100% small businesses. The specific repair work represented in the drawings has a disclosed magnitude between $250,000 and $500,000. A site visit for this project is scheduled for March 20, 2024, and the contracting agency is the Department of the Air Force Special Operations Command.

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Other files

File Type Posted
01 22 00 Method of Payment - REV 2- 23 APR 24.pdf PDF
REVISED-23 APR 24 -Contract Price Bid Schedule - CLIN 0078D-0081D CHANGES.xlsx XLSX spreadsheet
Att 2 - Contract Price Bid Schedule REV 2 - 18Apr24.xlsx XLSX spreadsheet
Att 2 - Contract Price Bid Schedule REV 2 - 18Apr24.xlsx XLSX spreadsheet
Amendment 2 - FA441724R00040002 RELEASED.pdf PDF
Att 1 - 01 22 00 Method of Payment - REV1 - 18 APR 24.pdf PDF
2024 Civil Works Questions 18 Apr 24 (2).docx DOCX document
Sewer Basin - SEED Project Photos.pdf PDF
2024 Civil Works Questions 18 Apr 24.docx DOCX document
Attachment 13 - Section L Instructions to Offerors - Revised 8 Apr 24.docx DOCX document
Attachment 04 - Contract Price Bid Schedule - REVISED 3 APR 24.xlsx XLSX spreadsheet
2024 Civil Works Questions 03 Apr 24.docx DOCX document
Solicitation Amendment 1 - FA441724R0004-0001.pdf PDF
Attachment 03 - Drawings Repair Sewer Lines Basin 2 FY24-C102.pdf PDF
Attachment 01 - Section L Instructions to Offerors UPDATED 03Apr24.docx DOCX document
CP1139009 Site Utility Map - CIvil Works Seed Project.pdf PDF
Sign In Sheet - Civil Works-Seed Project Site Visit - 20 Mar 24.pdf PDF
Site Visit - REMINDERS- 20 Mar 24.pdf PDF
CIVIL WORKS IDIQ AND SEED PROJECT - Questions and Responses - 11 Mar 24.docx DOCX document
Attachment 12 - AF Form 3064 Contract Progress Schedule - Sample.xlsx XLSX spreadsheet
Solicitation - FA441724R0004 - 4 Mar 24.pdf PDF
Attachment 4 - SEED Project- Repair Sewer Lines Basin 2 SOW.docx DOCX document
Attachment 9 - Wage Determination NO- FL20240179- Highway.pdf PDF
Attachment 2 - Civil Works Specifications 1 Jan 2024- 343 Pages.pdf PDF
Attachment 6 - SEED Project- Repair Sewer Lines Basin 2 Map.pdf PDF
Attachment 14 - Section M Evaluation Factors for Award.docx DOCX document
Attachment 3 - SEED Project Repair Sewer Lines Basin 2 Site Visit - 4 Mar 24.docx DOCX document
Attachment 13 - Section L Instructions to Offerors.docx DOCX document
Attachment 10 - Past Performance Questionnaire (PPQs) - Template - 4 Mar 24.pdf PDF
Attachment 5 - SEED Project- Repair Sewer Lines Basin 2 Drawings.pdf PDF
Attachment 7 - SEED Project- Repair Sewer Lines Basin 2- WTA.pdf PDF
Attachment 11 - Financial Questionnaire - 4 mar 24.docx DOCX document
Attachment 1 - Contract Price Bid Schedule.xlsx XLSX spreadsheet
Attachment 8 - Wage Determination NO- FL20240127 -Heavy.pdf PDF
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MH 7-3

T.E. = 34.82'

I.O. =31.16'

SAWCUT AND REMOVE 13" THICK

CONCRETE SLAB (NO THICKENED

EDGE)

SS

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NEW SANITARY SEWER LINE

SANITARY SEWER LINE

UNDERGROUND FIBER OPTIC LINE

ELECTRICAL LINE

FENCE

GAS LINE

COMM LINE

WATER LINE

SANITARY SEWER MANHOLE

DEMOLISH ASPHALT

DEMOLISH CONCRETE

ABANDONED UTILITY LINE

MH 7-4

T.E. = 34.68'

I.E. = 31.57'

I.O. =31.57'

ABANDON IN PLACE 8" VCP SEWER LINE WITH CONCRETE CAP AND

ABANDON MH 7-6 BY FILLING WITH SOIL AND REMOVING THE

MANHOLE TOP, FRAME, AND COVER

ABANDON IN PLACE 8" SEWER LINE

WITH CONCRETE CAP

MH 7-26

SAWCUT AND REMOVE 2" THICK

ASPHALT

SAWCUT AND REMOVE 2" THICK

ASPHALT

GRASS

20' (TYP)

15.75' (TYP)

20' (TYP)

20' (TYP)

15.75'

R50'

MH 7-6

T.E. = 35.75'

I.O. = 30.35'

I.E. (MH 7-3) = 30.38'

I.E. (MH 7-26) = 30.61'

I.E. (B90816) = 30.60'

Feet

0 10 20

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10" PVC

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10" PVC

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10" PVC

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10" PVC

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6" PVC

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8" CIP

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8" CIP

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8" PVC FM

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1" PVC FM

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6" PVC

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8" PVC

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6" CIP

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6" PVC

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8" PVC

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8" VCP

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8" VCP

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8" VCP

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UNDERGROUND UTILITY LINETYPE LEGEND:

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UNDERGROUND UTILITY LINETYPE LEGEND:

AutoCAD SHX Text LAYOUT SIZE 22"x34"

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SCALE 1" = 10'

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13.25" THICK CONCRETE

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13" THICK CONCRETE

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C101

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