RFB938601-01 - Project Manual.pdf

PDF 13 MB Posted

Attached to
DOC ASP Tunnel Repair
Solicitation number
RFB938601-01
Issued by
Jasper County, Iowa

About this file

This document is a Project Manual for RFB938601-01, a state and local contract opportunity issued by the Iowa Department of Corrections (DOC) for the ASP Tunnel Repair project. The project involves plumbing repairs at the DOC's ASP facility. The project manual provides detailed specifications and requirements for the work, including item quantities, site visit details, and the response due date. The contract term is not specified.

The pricing structure and any set-aside requirements are not detailed in the project manual. The document does not provide information about incumbents, funding sources, or other salient financial details.

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File Type Posted
RFB938601-01 - Drawings.pdf PDF
1271703-event.pdf PDF
RFB938601-01 - Bid Form.pdf PDF
RFB938601-01 - Notice to Bidders.pdf PDF

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PROJECT 9386.01 TABLE OF CONTENTS 00 0110 - 1

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 0101 Project Title Page

B. 00 0107 Seals Page C. 00 0110 Table of Contents D. 00 0115 List of Drawing Sheets

E. 00 0116 Bid Submittal Checklist F. 00 1113 Notice to Bidders G. 00 2113 Instructions to Bidders

H. 00 2113.01 IMPACS Electronic Procurement System Instructions I. 00 2113.02 Sample Contractor Certificate of Insurance J. 00 2113.03 Certificate of Site Visit

K. 00 3113 Preliminary Schedule L. 00 3126 Existing Hazardous Material Information M. 00 3143 Permit Application

N. 00 4116 Bid Form O. 00 4116.01 Non Discrimination Clause Information P. 00 4116.02 Targeted Small Business Information

Q. 00 4313 Bid Security Forms R. 00 5200 Agreement Form S. 00 6000 Payment Bond and Performance Bond Forms

SPECIFICATIONS

1.02 DIVISION 01 – GENERAL REQUIREMENTS

A. 01 1200 Contract Summary

B. 01 2500 Substitution Procedures C. 01 2600 Contract Modification Procedures D. 01 2900 Payment Procedures

E. 01 3100 Project Management and Coordination F. 01 3100.01 Web Based Construction Management G. 01 3200 Construction Progress Documentation

H. 01 3300 Submittal Procedures I. 01 4000 Quality Requirements J. 01 5000 Temporary Facilities and Controls

K. 01 6000 Product Requirements L. 01 7300 Execution M. 01 7700 Closeout Procedures

END OF SECTION

Activity ID Activity Name Original

Duration

Start Finish

ASP Tunnel Repair - Bid ScheduleASP Tunnel Repair - Bid Schedule 227 02-Oct-24 28-Aug-25

Pre-ConstructionPre-Construction 53 02-Oct-24 17-Dec-24

A1000 Prepare 100% CD 15 02-Oct-24 22-Oct-24

A1010 McGough Prepare Front End Specs 5 23-Oct-24 29-Oct-24

A1020 Finalize Documents for Bidding 2 30-Oct-24 31-Oct-24

A1030 Issue Documents for Bidding 1 01-Nov-24 01-Nov-24

A1040 Contractor Bidding Period 25 04-Nov-24 10-Dec-24

A1050 Award Contractor 5 11-Dec-24 17-Dec-24

ProcurementProcurement 45 18-Dec-24 25-Feb-25

A1060 Procure Submittals 10 18-Dec-24 07-Jan-25

A1070 A/E Review and Approve 10 08-Jan-25 21-Jan-25

A1080 Procure Materials 25 22-Jan-25 25-Feb-25

ConstructionConstruction 151 02-Dec-24 10-Jul-25

A1990 Winter Conditions 81 02-Dec-24* 31-Mar-25

North TunnelNorth Tunnel 34 01-Apr-25 19-May-25

Section ASection A 7 01-Apr-25 09-Apr-25

A1160 Moblize to Site (Staging and Fencing) 1 01-Apr-25 01-Apr-25

A1170 Remove Conduits on Under lid/wall and temp support 1 01-Apr-25 01-Apr-25

A1180 Concrete Saw Cutting 1 02-Apr-25 02-Apr-25

A1200 Prep, Form & Pour 1 02-Apr-25 02-Apr-25

A1210 Inspections & Testing 1 02-Apr-25 02-Apr-25

A1190 Demo Concrete (Limit 8' without shoring) 1 02-Apr-25 02-Apr-25

A1220 Cure Time 5 03-Apr-25 09-Apr-25

Section BSection B 6 10-Apr-25 17-Apr-25

A1270 Prep, Form & Pour 1 10-Apr-25 10-Apr-25

A1280 Inspections & Testing 1 10-Apr-25 10-Apr-25

A1260 Demo Concrete (Limit 8' without shoring) 1 10-Apr-25 10-Apr-25

A1300 Install Access Hatch & Ladder 1 10-Apr-25 10-Apr-25

A1290 Cure Time 5 11-Apr-25 17-Apr-25

Section CSection C 8 21-Apr-25 30-Apr-25

A1340 Prep, Form & Pour 1 21-Apr-25 21-Apr-25

A1350 Inspections & Testing 1 21-Apr-25 21-Apr-25

A1330 Demo Concrete (Limit 8' without shoring) 1 21-Apr-25 21-Apr-25

A1360 Cure Time 7 22-Apr-25 30-Apr-25

Section DSection D 6 01-May-25 08-May-25

A1410 Prep, Form & Pour 1 01-May-25 01-May-25

A1420 Inspections & Testing 1 01-May-25 01-May-25

A1400 Demo Concrete (Limit 8' without shoring) 1 01-May-25 01-May-25

A1430 Cure Time 5 02-May-25 08-May-25

Section ESection E 7 09-May-25 19-May-25

A1480 Prep, Form & Pour 1 09-May-25 09-May-25

A1490 Inspections & Testing 1 09-May-25 09-May-25

A1470 Demo Concrete (Limit 8' without shoring) 1 09-May-25 09-May-25

A1500 Cure Time 5 12-May-25 16-May-25

A1510 Re-Support Conduits in Tunnel 1 19-May-25 19-May-25

South TunnelSouth Tunnel 70 01-Apr-25 10-Jul-25

Section A (East End)Section A (East End) 16 01-Apr-25 23-Apr-25

A1600 Moblize to Site (Staging and Fencing) 1 01-Apr-25 01-Apr-25

A1610 Remove Conduits on Under lid/wall and temp support 1 01-Apr-25 01-Apr-25

A1670 Install Shoring in Tunnel (Roughly 70' Section) 2 02-Apr-25 03-Apr-25

A1620 Concrete Saw Cutting 1 04-Apr-25 04-Apr-25

A1630 Demo Concrete (Limit 8' without shoring) 2 04-Apr-25 07-Apr-25

A1640 Prep, Form & Pour Section 2 08-Apr-25 09-Apr-25

A1650 Inspections & Testing 1 08-Apr-25 08-Apr-25

A1680 Masonary Wall Repair S04 (In Tunnel) 1 08-Apr-25 08-Apr-25

A1660 Cure Time 7 10-Apr-25 21-Apr-25

A1690 Remove Shoring 2 22-Apr-25 23-Apr-25

Section B (Middle East)Section B (Middle East) 17 24-Apr-25 16-May-25

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct

McGough Prepare Front End Specs

Finalize Documents for Bidding

Issue Documents for Bidding

Contractor Bidding Period

Award Contractor

Procure Submittals

A/E Review and Approve

Procure Materials

Winter Conditions

Moblize to Site (Staging and Fencing)

Remove Conduits on Under lid/wall and temp support

Concrete Saw Cutting

Prep, Form & Pour

Inspections & Testing

Demo Concrete (Limit 8' without shoring)

Cure Time

Prep, Form & Pour

Inspections & Testing

Demo Concrete (Limit 8' without shoring)

Install Access Hatch & Ladder

Cure Time

Prep, Form & Pour

Inspections & Testing

Demo Concrete (Limit 8' without shoring)

Cure Time

Prep, Form & Pour

Inspections & Testing

Demo Concrete (Limit 8' without shoring)

Cure Time

Prep, Form & Pour

Inspections & Testing

Demo Concrete (Limit 8' without shoring)

Cure Time

Re-Support Conduits in Tunnel

Moblize to Site (Staging and Fencing)

Remove Conduits on Under lid/wall and temp support

Install Shoring in Tunnel (Roughly 70' Section)

Concrete Saw Cutting

Demo Concrete (Limit 8' without shoring)

Prep, Form & Pour Section

Inspections & Testing

Masonary Wall Repair S04 (In Tunnel)

Cure Time

Remove Shoring

Remaining Level of Effort

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Childrens - Hazardous Material Storage

Activity ID Activity Name Original

Duration

Start Finish

A1710 Remove Conduits on Under lid/wall and temp support 1 24-Apr-25 24-Apr-25

A1720 Install Shoring in Tunnel (Roughly 70' Section) 2 25-Apr-25 28-Apr-25

A1730 Concrete Saw Cutting 1 29-Apr-25 29-Apr-25

A1740 Demo Concrete (Limit 8' without shoring) 2 30-Apr-25 01-May-25

A1750 Prep, Form & Pour Section 2 02-May-25 05-May-25

A1770 Inspections & Testing 1 02-May-25 02-May-25

A1760 Install Pipe Pass Hatch 1 02-May-25 02-May-25

A1780 Cure Time 7 06-May-25 14-May-25

A1790 Remove Shoring 2 15-May-25 16-May-25

Section C (Middle West)Section C (Middle West) 17 19-May-25 11-Jun-25

A1800 Remove Conduits on Under lid/wall and temp support 1 19-May-25 19-May-25

A1810 Install Shoring in Tunnel (Roughly 70' Section) 2 20-May-25 21-May-25

A1820 Concrete Saw Cutting 1 22-May-25 22-May-25

A1830 Demo Concrete (Limit 8' without shoring) 2 23-May-25 27-May-25

A1840 Prep, Form & Pour Section 2 28-May-25 29-May-25

A1860 Inspections & Testing 1 28-May-25 28-May-25

A1850 Interior Tunnel Wall Repair S03 1 28-May-25 28-May-25

A1870 Cure Time 7 30-May-25 09-Jun-25

A1880 Remove Shoring 2 10-Jun-25 11-Jun-25

Section D (West End)Section D (West End) 20 12-Jun-25 10-Jul-25

A1890 Remove Conduits on Under lid/wall and temp support 1 12-Jun-25 12-Jun-25

A1900 Install Shoring in Tunnel (Roughly 70' Section) 2 13-Jun-25 16-Jun-25

A1910 Concrete Saw Cutting 1 17-Jun-25 17-Jun-25

A1920 Demo Concrete (Limit 8' without shoring) 2 18-Jun-25 19-Jun-25

A1930 Prep, Form & Pour Section 2 20-Jun-25 23-Jun-25

A1950 Inspections & Testing 1 20-Jun-25 20-Jun-25

A1960 Cure Time 7 24-Jun-25 02-Jul-25

A1970 Remove Shoring 2 03-Jul-25 07-Jul-25

A1980 Re-support conduit & piping 3 08-Jul-25 10-Jul-25

CloseoutCloseout 35 11-Jul-25 28-Aug-25

A2000 Punchlist 5 11-Jul-25 17-Jul-25

A2010 Substantial Completion 5 18-Jul-25 24-Jul-25

A2020 Closeout Documents 20 25-Jul-25 21-Aug-25

A2030 Final Completion 5 22-Aug-25 28-Aug-25

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct

Remove Conduits on Under lid/wall and temp support

Install Shoring in Tunnel (Roughly 70' Section)

Concrete Saw Cutting

Demo Concrete (Limit 8' without shoring)

Prep, Form & Pour Section

Inspections & Testing

Install Pipe Pass Hatch

Cure Time

Remove Shoring

Remove Conduits on Under lid/wall and temp support

Install Shoring in Tunnel (Roughly 70' Section)

Concrete Saw Cutting

Demo Concrete (Limit 8' without shoring)

Prep, Form & Pour Section

Inspections & Testing

Interior Tunnel Wall Repair S03

Cure Time

Remove Shoring

Remove Conduits on Under lid/wall and temp support

Install Shoring in Tunnel (Roughly 70' Section)

Concrete Saw Cutting

Demo Concrete (Limit 8' without shoring)

Prep, Form & Pour Section

Inspections & Testing

Cure Time

Remove Shoring

Re-support conduit & piping

Punchlist

Substantial Completion

Closeout Documents

Final Completion

Remaining Level of Effort

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Childrens - Hazardous Material Storage

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000101R - Project Title Page_FINAL
000107R- Seals Page_FINAL
000110R - Table of Contents_FINAL
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 0101 Project Title Page
B. 00 0107 Seals Page
C. 00 0110 Table of Contents
D. 00 0115 List of Drawing Sheets
E. 00 0116 Bid Submittal Checklist
F. 00 1113 Notice to Bidders
G. 00 2113 Instructions to Bidders
H. 00 2113.01 IMPACS Electronic Procurement System Instructions
I. 00 2113.02 Sample Contractor Certificate of Insurance
J. 00 3113 Preliminary Schedule
K. 00 3126 Existing Hazardous Material Information
L. 00 3143 Permit Application
M. 00 4116 Bid Form
N. 00 4116.01 Non Discrimination Clause Information
O. 00 4116.02 Targeted Small Business Information
P. 00 4313 Bid Security Forms
Q. 00 5200 Agreement Form
R. 00 6000 Payment Bond and Performance Bond Forms
SPECIFICATIONS
1.02 DIVISION 01 – GENERAL REQUIREMENTS
A. 01 1200 Contract Summary
B. 01 2500 Substitution Procedures
C. 01 2600 Contract Modification Procedures
D. 01 2900 Payment Procedures
E. 01 3100 Project Management and Coordination
F. 01 3100.01 Web Based Construction Management
G. 01 3200 Construction Progress Documentation
H. 01 3300 Submittal Procedures
I. 01 4000 Quality Requirements
J. 01 5000 Temporary Facilities and Controls
K. 01 6000 Product Requirements
L. 01 7300 Execution
M. 01 7700 Closeout Procedures
END OF SECTION
000115R- List of Drawing Sheets_FINAL
000116R - Bid Submittal Checklist_FINAL
001113R - RFB Notice to Bidders (Advertisement for Bids)_FINAL
SECTION 00 1113
NOTICE TO BIDDERS
RFB #938601-01
The Iowa Department of Administrative Services will be receiving bids for remedial measures and repairs to utility tunnels at locations having structural concerns at Anamosa State Penitentiary, Anamosa, Iowa 52205.
The Iowa Department of Administrative Services anticipates construction to begin on April 01, 2025, and end on July 24th, 2025.
Bids must be received no later than 2:00 pm, Tuesday, December 10th, 2024. Late bids will not be considered. Bids shall be submitted on IMPACS Electronic Procurement System. The Bid shall be accompanied by a Bid Security as set forth in the Instructions to Bidders in the amount of 5% of the total bid amount. Each bid shall be accompanied by a bid bond, cashier’s check or a certified check drawn upon a solvent bank chartered under the laws of the United States of America.
Bid Opening
The time and place of bid opening will be held at meet.google.com/npg-xfbg-kfv and teleconference number (US) +1 601-935-4181 PIN: 356 319 323# at 3:00 pm on December 10th, 2024.
The Iowa Department of Administrative Services reserves the right to reject any and all bids, and to waive irregularities and to accept a bid that is deemed in the best interest of the State of Iowa.
Bidders must comply with all affirmative action/equal employment opportunity provisions of the State of Iowa and the Federal Government.
This project is exempt from Iowa Sales Tax. Davis Bacon Wages will not apply to this project.
Questions must be submitted by 2:00 pm, November 25th, 2024, to the Issuing Officer.
Bidding documents may stipulate a specific product. Substitute product will be considered if a written request is received by 2:00 pm, November 25th, 2024, prior to bid opening. Substitution requests will be considered for all products per Section 01 2500 Substitution Procedures, even if the specification does not include a statement such as “or equal,” “equal to,” “equivalent to,” or “basis of design,” unless otherwise noted.
Mandatory pre-bid meetings will be held on Monday, November 18th, 2024 at 11:00 am at Anamosa State Penitentiary at 406 N High Street, Anamosa, Iowa 52205 and on Thursday, November 21st, 2024 at 11:00 am at Anamosa State Penitentiary at 406 N High Street, Anamosa, Iowa 52205. Attendance at one of the two mandatory pre-bid meetings is required to qualify for bidding.
Bidding Documents, including drawing sheets bearing the project name Anamosa State Prison Tunnel Repairs Das Project NO:9386.01, Dated 10/30/2024 and the Project Manual prepared by Shive Hattery dated 10/30/2024, may be obtained from Rapids Reproductions by visiting www.rapidsrepro.com or by calling (515) 251-3222 on Monday, November 4th, 2024.
For further information regarding this project contact:
Michael Bradbury – Issuing Officer
Phone: (515)-823-9327
E-Mail: construction.procurement@iowa.gov
END OF SECTION
002113R- RFB Instructions To Bidders REFORMATTED_FINAL
002113R.01 IMPACS Construction Bids User Guide_FINAL
002113R.02 Sample Contractor Certificate of Insurance_FINAL
002113R.3 - Certificate of Site Visit Sample (For Mandatory Pre-bids Only)_FINAL
003113R - Preliminary Schedule_FINAL
003113R.1 - Preliminary Schedule v2.0
003143R - Permit Application_FINAL
004116R - Bid Form_FINAL
004116R.01 - Non Discrimination Clause_FINAL
004116R.02 - Targeted Small Business Information_FINAL
004313R - Bid Security Forms_FINAL
005200R - Agreement Form_FINAL
005200R - Sample - ConsensusDocs_802_FINAL
006000R - Performance and Payment bond (Project Forms)_FINAL
011200R - Contract Summary_FINAL
012500R - Substitution Procedures_FINAL
012500R - Substitution Request Form (Or use provided by designer)_FINAL
012600R - Contract Modification Procedures_FINAL
012900R - Payment Procedures_FINAL
013100 R - Project Management and Coordination_FINAL
013100 R.01 - Construction Project Request for Notification_FINAL
013100.01R - Web Based Construction Management_FINAL
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Owner and Contractor shall utilize Procore Technologies, Inc. Procore system for electronic submittal of all data and documents (unless specified otherwise by the owner’s representative) throughout the duration of the Contract. Procore is a web-based electronic media site that is hosted by Procore Technologies, Inc., utilizing their Procore web solution. Procore will be made available to all contractors’ project personnel, subcontractor personnel, suppliers, consultants and the Designer of Record. The joint use of this system is to facilitate; electronic exchange of information, automation of key processes, and overall management of the contract. Procore shall be the primary means of project information submission and management. When required by the Owners representative, paper documents will also be provided. In the event of discrepancy between the electronic version and paper documents, the paper documents will govern. Procore is a registered trademark of Procore Technologies, Inc.
1.02 USER ACCESS LIMITATIONS
A. The Owner’s Representative/Construction Manager will control the Contractor's access to Procore by allowing access and assigning user profiles to accepted Contractor personnel. User profiles will define levels of access into the system, determine assigned function-based authorizations (determines what can be seen) and user privileges (determines what they can do). Sub-contractors and suppliers will be given access to Procore through the Contractor. Entry of information exchanged and transferred between the Contractor and its sub-contractors and suppliers on Procore shall be the responsibility of the Contractor.
1.03 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING
A. Review comments made (or lack thereof) by the Owner on Contractor submitted documentation shall not relieve the Contractor from compliance with requirements of the Contract Documents. The Contractor is responsible for managing, tracking, and documenting the Work to comply with the requirements of the Contract Documents. Owner’s acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation and does not constitute validation of the Contractor's submitted information.
1.04 SUBMITTALS
A. See Section 01 3300 SUBMITTAL PROCEDURES:
B. Preconstruction Submittals
1.05 COMPUTER REQUIREMENTS
A. The Contractor shall use computer hardware and software that meets the requirements of the Procore system as recommended by Procore Technologies, Inc. to access and utilize Procore. As recommendations are modified by Procore, the Contractor will upgrade their system(s) to meet the recommendations or better. Upgrading of the Contractor's computer systems will not be justification for a cost or time modification to the Contract. The contractor will ensure that connectivity to the Procore system (whether at the home office or job site) is accomplished through DSL, cable, T-1 or wireless communications systems. The minimum bandwidth requirement for using the system is 128kb/s. It is recommended a faster connection be used when uploading pictures and files into the system. Procore supports the current and prior two major versions of Chrome, Firefox, Internet Explorer, and Safari.
B. The Contractor shall be responsible for the validity of their information placed in Procore and for the abilities of their personnel. Accepted users shall be knowledgeable in the use of computers, including Internet Browsers, email programs, cad drawing applications, and Adobe Portable Document Format (PDF) document distribution program. The Contractor shall utilize the existing forms in Procore to the maximum extent possible. If a form does not exist in Procore the Contractor must include a form of their own or provided by the Owner representative as an attachment to a submittal. Adobe PDF documents will be created through electronic conversion rather than optically scanned whenever possible. The Contractor is responsible for the training of their personnel in the use of Procore (outside what is provided by the owner) and the other programs indicated above as needed.
C. User Access Administration: Provide a list of Contractor's key Procore personnel for the Owner's Representative acceptance. Contractor is responsible for adding and removing users from the system. The Owners Representative reserves the right to perform a security check on all potential users. The Contractor will be allowed to add additional personnel and sub-contractors to Procore.
1.06 CONNECTIVITY PROBLEMS
A. Procore is a web-based environment and therefore subject to the inherent speed and connectivity problems of the Internet. The Contractor is responsible for its own connectivity to the Internet. Procore response time is dependent on the Contractor's equipment, including processor speed, Internet access speed, etc. and current traffic on the Internet. The Owner will not be liable for any delays associated from the usage of Procore including, but not limited to: slow response time, down time periods, connectivity problems, or loss of information. The contractor will ensure that connectivity to the Procore system (whether at the home office or job site) is accomplished through DSL, cable, T-1 or wireless communications systems. The minimum bandwidth requirement for using the system is 128kb/s. It is recommended a faster connection be used when uploading pictures and files into the system. Under no circumstances shall the usage of the Procore be grounds for a time extension or cost adjustment to the contract.
1.07 TRAINING
A. The Construction Manager shall provide the necessary training to the Prime Contractor.
PART 2 - PRODUCTS
2.01 DESCRIPTION
A. Procore project management application (no equal) Provided by Procore Technologies, Inc. www.Procore.com
PART 3 - EXECUTION
3.01 PROCORE UTILIZATION
A. Procore shall be utilized in connection with submittal preparation and information management required by Sections:
B. Design Document Submittals
C. Shop Drawings
D. Product Data
E. Samples
F. Administrative Submittals
G. Compliance Submittals
H. Record and Closeout Submittals
I. Financial Submittals
013200R - Construction Progress Documentation_FINAL
013300R - Submittal Procedures_FINAL
014000R - Quality Requirements_FINAL
015000R - Temporary Facilities and Controls_FINAL
016000R - Product Requirements_FINAL
017300R - Execution_FINAL
017700R - Closeout Procedures_FINAL

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