Zuni Quarters Sewer Improvement Project

Questions & Answers / Clarifications

This document contains pre-proposal inquiries and responses related to the Zuni Quarters Sewer Improvement project, providing clarifications on various aspects of the solicitation.

• Materials Testing & Inspections: The Owner will conduct site monitoring and verify submittals; GC is not responsible for materials testing.
• SWPPP: Not required as the project disturbs less than 1 acre.
• Asphalt Removal/Replacement: Quantities are not provided, but Section C and B01 Attachment J03 (Price Schedule Rev.1) have been amended.
• Native Materials for Backfill: Contractor is not to assume native materials are suitable; B01 Attachment J01a outlines backfill provisions.
• Waste Disposal: Contractor is responsible for locating a suitable site for concrete/asphalt disposal.
• Taxes: New Mexico Gross Receipts Tax is included in the amended Price Schedule (B01 Attachment J03 - Price Schedule Rev.1).
• Roadway Jurisdiction: Indian Health Service owns the roadway; no permits are required for road cuts.
• Rock Excavation: None anticipated at the current location.
• Traffic Control Plan: Not required initially; contractor to produce in collaboration with IHS after award.
• Buy America Act: Applies per FAR Clauses 52.225-9 and 52.225-10.
• Construction Water: Cost and source not identified; will be coordinated with Facility Engineer and COR. A modification may be issued post-award.
• Pipe Specifications: 8" SCH-40 PVC is specified, but SDR-35 is allowed per drawings. New 4" service lines are SDR-35 PVC (0.125-inch minimum wall thickness).
• Manhole Refurbishing: Refer to B01 Attachment J01a for requirements. Moxie is required if concrete is cracked.
• Landscape Restoration: No specific seed mix or quantities provided as landscaping is xeriscaped.
• Survey Control Points: Located at the SW corner of the intersection of B Avenue and 6th Street.
• Manhole Additives: Moxie 1800 Super-Admix is mentioned in Specification Section 06 - Gravity Sanitary Sewers.
• Geo-Tech Report: None available.
• Square Manholes: Not permitted; specifications do not allow for square manholes.
• Service Line Reconnection: Existing service lines are to be removed and replaced with new lines (A and B). Elevations should remain the same.
• Existing Homes/Buildings: All units to remain in service; service can be down during transfer, coordinated with Facility Engineer and COR. Adjustments to alignment may be considered.
• Separate Trenches: Required for parallel water and sewer installations, with specific separation requirements or increased vertical separation.
• Borrow Areas: Contractor is responsible for locating approved borrow areas.
• Manhole Marker Posts: Required per Technical Provisions Section 06, TP-603.E.
• Sewer Lines C, D, E: These lines are not part of this project.

Several sections of the solicitation have been amended, including Section C and B01 Attachment J03 (Price Schedule Rev.1 and Rev.2), and B01 Attachment J04 (Company Specialized Experience Construction Form_Rev.1). Bidders should review these updated documents. The requirement for Volume 1 (Technical Proposal) and Volume II (Price Proposal) remains, utilizing Lowest Price Technically Acceptable (LPTA) procedures.

Amendment / Modification

This amendment addresses questions from prospective offerors, referencing "B05 Attachment A3-1 Pre-proposal Inquiries 1-49".

• Answers to vendor questions are provided.

• The proposal due date and time remain unchanged: February 04, 2026, 2:00 PM CT.

• Questions must be submitted in writing to Shaukat.syed@ihs.gov no later than 14 days prior to the proposal receipt date.

• Offerors must acknowledge receipt of this amendment by number and date on their cover letter or by submitting a signed copy of the SF30.

Form / Attachment / Pricing Sheet

This document is a "Company Specialized Experience – Construction Form" (Revision 1, dated January 26, 2026) intended to collect information from potential bidders regarding their past construction project experience. Bidders are instructed to use one form per project to demonstrate relevant experience within the last six years.

The form requires the following details for each project:

• Type of Project Represented
• Your Firm’s Name
• Name of Project
• Location of Project
• Owner
• General Scope of Construction Project
• Type of Facility
• Size of building (gross square feet and number of stories)
• Your Role (Prime, Joint Venture, Subcontractor) and Work Self-Performed
• Dollar Value of the Contract
• Extent and Type of Work Subcontracted Out
• Dates Construction: Began, Completed, and % Completed
• Performance Evaluation by Owner (if known)
• Termination or Liquidated Damages (with explanation if "Yes")
• Owner’s Point of Contact for Reference (Name, Company, Telephone Number)

This form is crucial for bidders to document and present their company's qualifications and experience in constructing projects similar in type and scope to the opportunity. Completing this form accurately and thoroughly will be necessary to demonstrate the specialized experience required by the solicitation.

Form / Attachment / Pricing Sheet

This document is a revised Price Schedule (Attachment J03, Revision 2) for the Zuni Quarters Sewer Improvement project (Project No. AQ18ZS002) located in Zuni, New Mexico. It provides a breakdown of line items for bidders to submit their pricing.

The schedule details 20 line items, including:

• Mobilization, Demobilization, & Submittals
• Demolition of existing manholes and sewer mains
• Installation of new sewer lines (8-inch SCH. 40 PVC) and service lines (4-inch PVC)
• Installation and refurbishment of manholes
• Curb & Gutter, driveway replacement, and landscaping restoration
• Asphalt road restoration
• Connections to existing sewer lines and manholes

Estimated quantities and units are provided for each item. Bidders are required to bid on all items across all schedules to be considered responsive. All taxes and fees must be included within the bid items. The total cost is currently listed as 0.0, pending bidder input.

This pricing sheet is critical for bidders to understand the specific components of the Zuni Quarters Sewer Improvement project and to formulate their cost proposals. It outlines the scope of work in terms of individual tasks and quantities, directly impacting the bid amount and responsiveness. Bidders must complete this schedule accurately and include all associated costs.

Questions & Answers / Clarifications

This document contains pre-proposal inquiries and responses related to the Zuni Quarters Sewer Improvement project (Solicitation 75H701-26-R-00014).

• Materials Testing & Inspections: The Owner will conduct site monitoring and verify submittals; the contractor is not responsible for testing.
• SWPPP: Not required as the project disturbs less than 1 acre.
• Manholes: MOXIE admixture is required for cracked concrete manholes. Square manholes are not permitted; only precast concrete or block manholes are allowed.
• Pipe Specifications: New 4" sewer service lines will be SDR-35 PVC (0.125-inch minimum wall thickness). Existing sewer lines are to be removed and replaced with new lines (Line A and Line B), with elevations remaining the same.
• Buy America Act: Applies to this project.
• Construction Water: Cost not identified; will be coordinated with the Facility Engineer and COR. A modification may be issued after award if costs are identified.
• Traffic Control: No specific plan is provided; the contractor must develop one in collaboration with IHS.
• Existing Service Lines: All housing units are connected and must remain in service. Service downtime will be coordinated with the Facility Engineer and COR. Bypass plans will be required.
• Separation Requirements: Separate trenches are required for parallel water and sewer lines. Minimum vertical separation of 18 inches is required for water and sewer crossings. Reduced separation requires additional protective measures or rerouting.
• Borrow Areas: The government has not identified borrow areas; the contractor is responsible for locating them.
• TERO Cost: To be confirmed by the contractor with the Zuni TERO office.
• Proposal Submission: Volume I (Technical Proposal) and Volume II (Price Proposal) are required, utilizing Lowest Price Technically Acceptable (LPTA) procedures. Attachment J04 (Company Specialized Experience Form) and Attachment J03 (Price Schedule) have been corrected and provided.

Several clarifications address material specifications, installation methods, and submission requirements. Revisions to Attachment J04 and J03 have been issued. Bidders should review all responses carefully as they may impact scope, cost, and proposal preparation.

Amendment / Modification

This amendment (A00002) to solicitation 75H70126R00014 addresses the following:

• Answers questions from prospective offerors, referencing "B05 Attachment A2-1 Pre-proposal Inquiries 1-48".

• Updates "B01 Attachment J03 - Price Schedule" to Revision 2 and "B01 Attachment J04 - Company Specialized Experience Construction Form" to Revision 1, both dated January 26, 2026.

• Adds "B01 Attachment J01c - Boundary Survey Plat" as a result of scope clarifications.

• Revises references from "Attachment J03 Price Breakout" to "Attachment J03 Price Schedule" in response to Question #48.

• B01 Attachment J03 - Price Schedule (updated to Rev. 2)

• B01 Attachment J04 - Company Specialized Experience Construction Form (updated to Rev. 1)

• B01 Attachment J01c - Boundary Survey Plat (added)

• References to "Attachment J03 Price Breakout" (changed to "Attachment J03 Price Schedule")

• Pre-proposal Inquiries (addressed via answers in B05 Attachment A2-1)

The proposal due date/time remains unchanged: February 04, 2026, 2:00PM CT. Offerors must acknowledge receipt of this amendment by number and date on their cover letter or by submitting a signed copy of the SF30.

Questions & Answers / Clarifications

This document contains pre-proposal inquiries and responses related to Solicitation 75H701-26-R-00014 for the Zuni Quarters Sewer Improvement Project.

• Materials Testing & Inspections: The Owner will conduct site monitoring and verify submittals; the contractor is not responsible for materials testing and inspections.
• SWPPP: A Storm Water Pollution Prevention Plan (SWPPP) is not required as the project disturbs less than 1 acre.
• Asphalt Removal/Replacement: Quantities are not provided, but Section C and B01 Attachment J03 (Price Schedule Rev.1) have been amended.
• Native Materials for Backfill: Native materials are not assumed to be suitable for backfill; B01 Attachment J01a outlines the backfill provisions.
• Waste Disposal: The contractor is responsible for locating a suitable site for concrete/asphalt waste disposal.
• Taxes: New Mexico Gross Receipts Tax is included in the amended Price Schedule (B01 Attachment J03).
• Roadway Jurisdiction & Permits: Indian Health Service owns the roadway; no permits are required for work.
• Buy America Act: The Buy American Act applies to this project.
• Construction Water: The cost and source of construction water are not identified and will be coordinated with the Facility Engineer and COR; a modification may be issued if costs are identified post-award.
• Sewer Line Operation: The sewer line must remain in operation during construction.
• Geo-Tech Report: No Geo-Tech report is available for the project.
• Manholes: Square-shaped manholes are not permitted; specifications require round manholes.

Several sections have been amended, including Section C and B01 Attachment J03 (Price Schedule Rev.1), to incorporate responses and clarifications. Bidders should review these updated documents.

Form / Attachment / Pricing Sheet

This document provides standard details for trench sections, utility line markers, bollards, and manholes, likely intended as attachments or specifications for a construction or utility project.

• Typical Trench Sections (1A): Details requirements for bedding, haunching, backfill compaction, and tracer wire placement for various pipe sizes. It distinguishes between conditions requiring special embedment material and those that do not.
• Utility Line Marker Detail (1B): Specifies the type and placement of markers for water mains and sewer/force mains, including color-coding and spacing.
• Bollard Detail (1C): Outlines the construction of a concrete-filled steel pipe bollard, painted yellow, for marking utility lines.
• Shallow Manhole (6A): Details the construction of shallow manholes, including gravel base, waterstop gaskets, ring and cover placement, and rim height relative to the surface.
• Standard Manhole (6B): Provides specifications for standard manholes, including concrete collars, precast eccentric cones, watertight seals, and reinforcing bar placement.
• Drop Manhole - Exterior Drop (6C): Details the construction of drop manholes with exterior drops, including concrete encasement, waterstops, and pipe termination.

This document is crucial for bidders to understand the specific construction standards, materials, and installation methods required for underground utilities and manholes. Adherence to these details will be essential for successful project execution and proposal costing.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage determinations applicable to heavy construction projects in New Mexico. It specifies prevailing wage rates and fringes for various labor classifications.

• General Decision Number: NM20260011, dated 01/02/2026.
• Applicable Counties: Cibola, Colfax, Guadalupe, Harding, Los Alamos, McKinley, Mora, Quay, Rio Arriba, San Miguel, and Union Counties in New Mexico.
• Construction Type: Heavy.
• Labor Classifications and Rates: Includes specific rates for Electricians (with mileage calculations for Zone 1-4), Ironworkers (Structural and Reinforcing), Carpenters, Laborers (Common/General, Flagger), Operators (Backhoe, Grader/Blade, Loader, Scraper), Plumbers, Truck Drivers (Dump, Water), and Welders.
• Executive Orders: Notes applicability of Executive Order 13706 (Paid Sick Leave) and Executive Order 13658 (minimum wage for federal contractors).
• Identifiers: Explains various identifiers used in wage determinations (Union Rate, Union Average Rate, Survey Rate, State Adopted Rate).
• Appeals Process: Outlines the process for appealing wage determination decisions.

Bidders must use these prevailing wage rates to ensure compliance with labor standards when performing heavy construction work in the specified New Mexico counties. The document details the minimum wages and fringes required for various trades, impacting labor costs in proposals. It also provides guidance on how wage rates are determined and how to address any discrepancies or appeals.

Form / Attachment / Pricing Sheet

This document, "B01 Attachment J01a - Technical Provisions.pdf", outlines the technical specifications and requirements for various construction activities related to pipelines and appurtenant structures, specifically focusing on trench excavation, backfill, and related safety and installation procedures. It serves as a detailed guide for contractors performing these tasks.

• TP-101 Scope: Defines excavation as all construction activities for subsurface utilities, including clearing, site preparation, material removal, sub-grade preparation, bracing, shoring, and final cleanup.
• TP-102 Safety: Mandates compliance with OSHA excavation standards, proper sheeting/shoring, and coordination with the Owner's Representative. It also requires a "competent person" for trench safety supervision.
• TP-103 Shoring and Sheeting Systems: Details requirements for preventing cave-ins and protecting employees and property, emphasizing compliance with OSHA standards and submission of safety plans.
• TP-104 Road, Railroad and Special Utility Crossings: Outlines contractor responsibility for compliance with special crossing permits.
• TP-105 Work Within Right-of-Ways & Traffic Control: Requires compliance with right-of-way permits, traffic control, and submission of a traffic control plan.
• TP-106 Drainage: Specifies contractor responsibility for controlling grading to prevent water runoff into excavations.
• TP-107 Excavation: Details common excavation methods, trench width and depth requirements, preparation of trench bottoms, handling of previous excavations and unstable subgrade, and management of underground obstructions. It also defines rock excavation (solid and loose) and measurement methods.
• TP-108 Backfilling: Covers general backfilling procedures, approved materials (embedment, special bedding, stabilization, final backfill), and placement methods, including compaction requirements.
• TP-109 Compaction Requirements, Methods and Testing: Specifies minimum density requirements for backfill, testing methods (Sand Cone, Rubber Balloon, Nuclear Density), and procedures for retesting failed areas.
• TP-110 Disposal of Excess Material: Addresses the removal and disposal of excess materials not suitable for backfill.
• TP-111 Cleanup: Outlines site cleanup requirements upon completion of work.
• TP-112 Trench Maintenance: Details the contractor's responsibility for maintaining and repairing trench settlement for one year after acceptance.
• TP-113 Storm Water Pollution Prevention Plan (SWPPP): Requires the contractor to prepare and implement a SWPPP in accordance with EPA regulations.
• TP-114 Lines and Grades: Describes the engineer's role in providing lines and grades and the contractor's responsibility for staking.
• TP-115 Clearing & Grubbing: Defines the contractor's responsibility for clearing and grubbing the site.
• TP-116 Seeding: Outlines requirements for returning disturbed areas to their pre-construction vegetative state.
• TP-117 Frost Protection: Details materials and placement requirements for frost protection of underground utilities.
• TP-118 Repairs to Damaged Utilities: Specifies contractor responsibility for repairing damaged utilities, with detailed requirements for water and sewer line repairs.
• TP-119 As-Built Drawings: Outlines requirements for providing as-built drawings, including electronic formats and survey data.
• TP-120 Measurement and Payment: Details how various construction activities will be measured and paid for.

This document is critical for bidders as it defines the technical standards, safety protocols, material specifications, installation methods, testing procedures, and payment terms for excavation, trenching, backfilling, and related utility work. Understanding these provisions is essential for accurately estimating costs, planning execution, and ensuring compliance with contract requirements.

Form / Attachment / Pricing Sheet

This document is a revised price schedule (Attachment J03, Revision 1) for the Zuni Quarters Sewer Improvement project (Project No. AQ18ZS002) located in Zuni, New Mexico. It provides the structure for bidders to submit their pricing for various line items.

• Project Name: Zuni Quarters Sewer Improvement
• Location: Zuni, New Mexico
• Project Number: AQ18ZS002
• Line Items: Includes mobilization, demolition, installation of sewer lines and manholes, service lines, curb & gutter replacement, concrete driveways, restoration (landscaping and asphalt), and connections to existing infrastructure.
• Units: Various units are specified, including Linear Feet (LF), Each (EA), and Lot (LS).
• Pricing: Fields are provided for Unit Cost and a total cost calculation, including subtotals, overhead, profit, and taxes (NMGRT).

Bidders must use this price schedule to submit their cost proposals. It outlines all the specific items for which pricing is required. Bidders are instructed to include all taxes and fees within their bid items and must bid on all items across all schedules to be considered responsive for award. The total cost is expected to be calculated based on the unit costs and estimated quantities provided.

Amendment / Modification

This amendment (A00001) to Solicitation 75H70126R00014 modifies the original solicitation as follows:

• Proposal Due Date Extension: The proposal due date and time have been extended from January 26, 2026, 2:00 PM CT to February 4, 2026, 2:00 PM CT. Offerors must submit the revised SF1442.

• Pre-Proposal Site Visit: The agenda and sign-in sheet for the pre-proposal site visit have been issued.

• Questions and Answers: Responses to prospective offeror inquiries are provided (See B05 Attachment A1-1 Pre-proposal Inquiries).

• Wage Determination Update: An updated wage determination (B01 Attachment J02 - Wage Determination NM20260011 dated 01-02-2026) has been issued.

• Price Schedule Update: An updated price schedule (B01 Attachment J03 - Price Schedule_Rev.1 dated January 21, 2026) has been issued.

• New Attachments: The following attachments have been added as a result of scope clarifications: B01 Attachment J01a - Technical Provisions and B01 Attachment J01b – Details.

• Section C Revision: Section C – Description/Specifications/Statement of Work has been revised.

• Section C – Description/Specifications/Statement of Work

• Proposal due date and time

• SF1442 form

• Attachments: B01 Attachment J02, B01 Attachment J03, B01 Attachment J01a, B01 Attachment J01b

• The proposal deadline has been extended to February 4, 2026.

• Offerors are required to use the revised SF1442 form when submitting their proposal.

Form / Attachment / Pricing Sheet

This document is Attachment J05, the Past Performance Questionnaire (PPQ) Form PPQ-0, for Solicitation 75H701-26-R-00014. It is designed to collect feedback on a contractor's past performance from clients.

• Contractor Information: Fields for firm name, CAGE code, address, SAM UEI, contact details, and details about the work performed (prime, sub, joint venture), including contract number, type, title, location, award/completion dates, and pricing.
• Project Description: Questions about the complexity of the work and its relevance to the current submission.
• Client Information: Fields for client name, title, contact details, and their role in the project.
• Performance Ratings: A detailed rating system (Exceptional, Very Good, Satisfactory, Marginal, Unsatisfactory, Not Applicable) for various aspects of performance, including Quality, Schedule/Timeliness, Customer Satisfaction, Management/Personnel/Labor, Cost/Financial Management, Safety/Security, and General.
• Narrative Remarks: Space for clients to provide specific comments, strengths, weaknesses, or deficiencies.

Bidders must have their clients complete this questionnaire. The completed PPQ will be submitted with the proposal as part of Volume I – Factor 2 – Past Performance. The government will use this information to evaluate the bidder's past performance and assess performance risk. Clients are encouraged to submit the questionnaire directly to the offeror, who will then submit it to IHS with their proposal. The government reserves the right to verify all information provided.

Solicitation / RFP / RFQ

This solicitation is for the "Zuni Quarters Sewer Improvement" project at the Zuni Comprehensive Community Health Center in Zuni, NM. The project involves construction services to address aging sewer lines. The North American Industry Classification System (NAICS) code is 237110, Water and Sewer Line and Related Structures Construction, with a size standard of $45 million. The anticipated magnitude of construction is between $100,000.00 and $250,000.00.

• Construction of sanitary sewer line 'A' including new inverts and manholes.

• Reconnection of service laterals to housing units and tie-in to the existing system.

• Removal of existing material along the path of existing sanitary sewer line 'B'.

• Construction of sanitary sewer line 'B' including new manholes.

• Demolition and disposal of existing materials to an off-site solid waste facility.

• Establishment of a traffic plan for the project.

• Provision of a 1-Year warranty on all parts and labor.

• Contract type: Firm-fixed price.

• Period of Performance: 10 calendar days to commence work after Notice to Proceed, and 90 calendar days to complete the entire work.

• Performance bonds: Required.

• Proposal Due Date: January 26, 2026, at 2:00 PM CST.

• Site Visit: January 07, 2026, at 11:00 AM CST.

• Evaluation Factors: Lowest Price Technically Acceptable (LPTA) source selection. Factors include Specialized Experience, Past Performance, and Price. Proposals must be technically acceptable and have satisfactory past performance to be considered for award based on the lowest price.

• This procurement is a 100% Small Business set-aside.

• TERO is applicable. Contractors are required to contact the Tribal Employment Rights Office (TERO) / Taxation & Revenue office upon award.

• Proposals must be submitted electronically in PDF format.

Form / Attachment / Pricing Sheet

This document is a "General Decision Number" which serves as a wage determination for heavy construction projects in New Mexico. It specifies the prevailing wage rates and fringe benefits for various labor classifications required for federal contracts in the construction industry.

• General Decision Number: NM20250011, dated 12/12/2025.
• Applicable Area: Counties in New Mexico including Cibola, Colfax, Guadalupe, Harding, Los Alamos, McKinley, Mora, Quay, Rio Arriba, San Miguel, and Union.
• Construction Type: Heavy.
• Labor Classifications & Rates: Includes specific rates for Electricians (multiple zones), Ironworkers (Structural and Reinforcing), Carpenters, Laborers (Common/General, Flagger), Operators (Backhoe, Grader/Blade, Loader, Scraper), Plumbers, and Truck Drivers (Dump, Water). Rates include base wage and fringe benefits.
• Executive Orders: Notes applicability of Executive Order (EO) 13706 (Paid Sick Leave) and EO 13658 (Minimum Wage) for federal contractors, outlining requirements and minimum pay rates for 2025.
• Appeals Process: Outlines the procedure for appealing wage determination matters.

Bidders must use these prevailing wage rates to accurately calculate labor costs for their proposals on federal construction contracts in the specified New Mexico counties. Failure to comply with these wage requirements can lead to contract non-compliance. The document also highlights important worker protections and minimum wage requirements under federal executive orders.

Form / Attachment / Pricing Sheet

This document is a bid schedule (Price Schedule) for the Zuni Quarters Sewer Improvement project (Project No. AQ18ZS002) in Zuni, New Mexico. It outlines the specific line items for which bidders must provide unit costs and total costs.

• Project: Zuni Quarters Sewer Improvement, Zuni, New Mexico, Project No. AQ18ZS002.
• Schedule A - Quarters Sewer Improvement: Details 19 line items including mobilization, demolition of existing sewer mains and manholes, installation of new sewer lines and manholes, service lines, curb and gutter replacement, concrete driveway replacement, and landscape restoration.
• Quantities and Units: Estimated quantities and units (e.g., LF, EA, LS, CY) are provided for each item.
• Cost Fields: Columns for Unit Cost and Total Cost are present for bidders to complete.
• Notes: Bidders are instructed to include all taxes and fees within the bid items. Bidding on all items across all schedules is required for responsiveness.

This pricing sheet is critical for bidders to understand the specific scope of work and to prepare their financial proposals. Bidders must accurately price each line item and ensure all costs, including taxes and fees, are incorporated. Failure to bid on all items may result in the bid not being considered responsive.

Form / Attachment / Pricing Sheet

This form is designed to collect information from potential bidders regarding their company's specialized experience in construction projects. It requires bidders to provide details on past projects to demonstrate their capability to undertake work of a similar type and scope to the opportunity.

• Type of Project Represented
• Your Firm’s Name
• Name of Project
• Location of Project
• Owner
• General Scope of Construction Project
• Type of Facility
• Size of building (gross square feet and number of stories)
• Your Role (Prime, Joint Venture, or Subcontractor) and Work Your Company Self-Performed
• Dollar Value of the Contract
• Extent and Type of Work Subcontracted Out
• Dates Construction: Began, Completed, % Completed
• Your Performance Evaluation by Owner, if known
• Were You Terminated or Assessed Liquidated Damages? (Requires explanation if 'Yes')
• Owner’s Point of Contact for Reference (Name and Company)
• Current Telephone Number of Reference POC

Bidders must complete this form for each relevant project they have undertaken within the last six years. This information is crucial for demonstrating their qualifications and experience, which will likely be a key factor in the evaluation of their proposal or bid for the opportunity.

Form / Attachment / Pricing Sheet

This document contains the "Index of Drawings" for the "Zuni Comprehensive Health Care Facility IHS Government Quarters Sewer System Improvements" project. It serves as a table of contents for the set of construction drawings.

• Lists all sheets included in the drawing set, from G-1 (Cover Sheet) to C-5 (Details).
• Provides a brief description for each sheet, indicating the type of information it contains (e.g., plan and profile of specific sewer lines, details of manholes, cleanouts, and trench sections).

This document is crucial for bidders to understand the scope and organization of the project's technical specifications. It helps in navigating the various drawings that detail the sewer system improvements, including the layout, materials, and construction methods required.