Addendum No. 2 - Warsaw Sidewalk Enhancement.pdf
PDF 208 KB Posted
- Attached to
- IFB Town of Warsaw Sidewalk Enhancement Project
- Solicitation number
- 53145
- Issued by
- Richmond County, Virginia
About this file
This document is Addendum No. 2 for the Warsaw Sidewalk Enhancement Project, a state project in the Town of Warsaw, Virginia. The project involves the construction of sidewalk improvements along Route 360 (Richmond Highway) from Main Street west to its intersection with Jones Lane (Route T-1013) and Morgan Lane (Route 1016). The addendum includes clarifications regarding a roadway detour, PCMS requirements, and regular excavation measurements. It also revises the quantity for Bid Item 36 from 700 LF to 4000 LF, and a revised Excel Bid Form has been provided.
The contract opportunity is a state and local contract, with the Town of Warsaw as the procuring agency and Richmond County as the jurisdiction. The project is funded through the TAP-5321(0003) federal project number. The addendum provides details on pre-bid communication, including where the bid documents and other project information can be accessed online. Bidders are required to acknowledge receipt of this Addendum No. 2 on the Bid Form.
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Other files
| File | Type | Posted |
|---|---|---|
| Warsaw IFB 11292023.pdf | ||
| Bid Form Dec 2023.xlsx | XLSX spreadsheet | |
| Bid Form revised 24 JAN 2024.xlsx | XLSX spreadsheet | |
| Pre-bid Mtg Minutes.pdf | ||
| Addendum No.1 Warsaw Sidewalk Enhancement 01192024 .pdf | ||
| CQAP-Warsaw_Rte. 360 Sidewalks_UPC 105961_12.14.2023.pdf | ||
| 2023-11-27 - Approved - UPC 105961 - Fullset.pdf | ||
| ADDENDUM No.1-Revised Plan Sheets.pdf |
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Text version
Warsaw Sidewalk Enhancement Addendum No. 2 ARM Resource January 24, 2024
TOWN OF WARSAW
78 BELLE VILLE LANE
WARSAW, VA 22572
804-333-3737
TOWN OF WARSAW SIDEWALK ENHANCEMENT
STATE PROJECT NO. EN 14-321-005, P101, R201, C501
FEDERAL PROJECT NO. TAP-5321(0003)
ADDENDUM NO. 2
TO: ALL CONTRACT DOCUMENT HOLDERS
This Addendum No. 2 shall be inserted in and made part of the above noted plans, and bid document dated December 20, 2023. It is the purpose of this addendum to incorporate into the project bid documents certain additions, deletions, changes, and notifications as herein described.
PHYSICAL ADDRESS AND LOCATION OF TOWN OF WARSAW
The physical location and mailing address for the Town of Warsaw is as follows:
Town of Warsaw 78 Belle Ville Lane Warsaw, VA 22572
PRE-BID COMMUNICATION
The IFB, Construction Plan Sets, Addendum and other communications related to this project are available on the Town of Warsaw’s Web Site under “RFP’s and Solicitations” at https://www.townofwarsaw.com/rfp-s-and-solicitations .
Questions and Answers (Q&A)
1. Question: Would you be willing to provide further clarification regarding the Roadway Detour on plan sheet 2M? It appears that all of the work on the project begins at Morgan Lane and proceeds east. I am having a hard time understanding why detouring the traffic prior to the work limits will benefit the work. Will this detour actually be utilized and or what purpose does it have since outside lane closures and the other TTCs will be needed through the work area?
https://www.townofwarsaw.com/rfp-s-and-solicitations
Response: The intention of the detour is for use during eastbound lane closures where group II spacing, taper and advance warning signage impede driver site distances at Meadowbrook Road. Once lane closure set ups move east of Meadowbrook Road, the detour signage may be removed or sufficiently covered at the contractor’s discretion.
Construction signage item for the detour signs will only be paid for once at initial set-up.
2. Questions: Plan sheet 2 C indicates that PCMS will be required. I do not believe these are a pay item. Therefore, if they are incidental, can you please provide the Number of PCMS and durations for each your Engineer is requiring?
Response: Item 6 of the TMP located on plan sheet 2C is not a pay item and is not a contractor requirement for this bid. The PCMS will be handled separately by the Town and VDOT and outside the contractor’s responsibility for this project.
3. Question: Will Regular Excavation quantities be measured in the field?
Response: The regular excavation should be treated as the plan quantity and will only be adjusted if an area of additional excavation is identified and approved by the construction manager.
4. Question: Regular Excavation measurements go from the existing surface to the base of the concrete or subgrades?
Response: See No. 3 above.
5. Question: Can you please provide a description of the intent or proposed layout of the longitudinal channelizing device? We are trying to understand where it will be placed, what length will be placed at what locations and whether it will have to be moved daily. If it is moved, will it be paid per linear foot for each replacement in accordance with barrier service specifications of the Road and Bridge Specs?
Response: The intent is to provide an alternative pedestrian pathway around work areas on the westbound side of the project that creates a safe separation for the pedestrians from the vehicular traffic and the construction activities. The pay item will be the contract unit price per foot per location and will include maintaining, storing, removal and relocation. When moved to a new location as directed or approved by the Engineer, the relocated devices will be measured for separate payment.
Change in Contract Pay Item Quantity and BID FORM
Bid Item 36 – The quantity for this item has been changed from 700 LF to 4000 LF. A revised Excel Bid Form has been prepared and should be included with the Contractor Bid Submittal.
This Addendum No. 2 shall be inserted in and made a part of the contract documents.
Acknowledgement of this Addendum No. 2 shall be formally noted by each bidder on the Bid Form
******END OF ADDENDUM******
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