IFB 2026-0231-PW Agua Fria Wastewater Project Phase III Addendum 4

100% Design Submittal
SUPPLEMENTARY TECHNICAL SPECIFICATIONS INDEX
Historic Village of Agua Fria Wastewater Improvements Phase III
Standard Specifications
Spec Section Title/Description
01 11 00 Summary of Work
02 22 00 Video Recording of Project Site
01 26 20 Utility Obstructions
01 14 16 Coordination with Public
01 33 00 Contractor Submittals
01 60 00 Product Requirements
01 32 36 Vibration Monitoring and Digital Video Recording
01 78 00 Contract Closeout
01 78 39 Project Record Documents
31 23 33 Trenching, Backfilling and Compacting
03 05 33 High Density Polyethylene (HDPE) Pipe
33 05 13 Manholes
33 14 00 Water Systems
33 01 10 Disinfection of Domestic Water Systems
33 30 00 Sanitary Sewerage Systems
33 31 18 Sewer Line Inspection
03 30 00 Concrete
09 97 23 Coatings for Sanitary Sewer Structures
STS-1

SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.01 GENERAL
A. The Work to be performed under this Contract shall consist of furnishing all plant,
tools, equipment, materials, supplies, and manufactured articles and furnishing all
labor, transportation, and services, including fuel, power, water, and essential
communications, and performing all Work, or other operations required for the
fulfillment of the Contract in strict accordance with the Contract Documents.
B. By submitting a bid for this project, the CONTRACTOR hereby acknowledges and
assures the OWNER that it has sufficient experience in constructing this type of work
and therefore is familiar with all combinations of materials, labor, and equipment that
are required for the successful completion of this project. The Work shall be complete,
and all Work, materials, and services not expressly indicated or called for in the
Contract Documents which may be necessary for the complete, safe and proper
construction of the Work in good faith shall be provided by the CONTRACTOR at no
increase in cost to the OWNER.
1.02 CONTRACTOR'S REPRESENTATIVES
A. At the Pre-construction conference, the CONTRACTOR shall provide the OWNER
an Organizational Chart of the CONTRACTOR'S PROJECT TEAM for the
project, including responsibilities of all related personnel. At a minimum, this
organizational chart should include the Project Manager, Project Superintendent,
Safety Representative, Scheduler and OWNER or Partner of the CONTRACTOR
under Contract. Phone numbers or instructions on how to contact key personnel
must be provided. Resumes of all project-related personnel should be included for
review and approval by the OWNER. All key personnel as identified in the
organizational chart are required to have assumed the same level of responsibility
on three (3) projects of similar scope and magnitude.
B. An Authorized Representative must be designated, with a clear definition of the
scope of this individual's authority to represent or act on behalf of the
CONTRACTOR. Any limitations in the authority of this designated representative
must also be clearly delineated. At all times when work is underway at the jobsite,
the CONTRACTOR'S Project Manager or Superintendent shall be present at the
jobsite to supervise the work. The CONTRACTOR shall also supply an alternative
Authorized Representative to act on his behalf in an emergency situation or if the
prime Authorized Representative is unavailable for any reason. The limits and
extent of this individual's authority to act on the CONTRACTOR'S behalf must
also be clearly defined. All instructions, determinations, notices and other
communications given to the Authorized Representative of the CONTRACTOR
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shall be binding upon the CONTRACTOR. An Authorized Representative must be
available by cell phone and/or radio on twenty-four (24) hours a day, seven (7)
days a week basis throughout the course of the Contract. In the event that no
Authorized Representative is available in an emergency situation requiring the
CONTRACTOR'S action or should the CONTRACTOR fail to respond within two
(2) hours, the OWNER may take the appropriate actions to remedy the situation at
the CONTRACTOR'S expense. The CONTRACTOR, by failing to respond to the
call, shall waive any rights to claims caused by the OWNER'S actions.
C. All key personnel as described in the CONTRACTOR'S organizational chart must
be approved by the OWNER prior to the commencement of work on the project.
Resumes of key personnel should include related experience on three previous
projects of similar magnitude and complexity. In the event that a member of the
project team proves to be unsatisfactory to the CONTRACTOR and ceases to be in
his employ, all substitutions must be reviewed and approved by the OWNER. Key
personnel shall not be replaced without prior approval by the OWNER.
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of this Base Bid Contract comprises construction of the following:
1. Avenida De Sesario
a. Construction of approximately 1700 LF of 2" of HDPE Low pressure
sewer, including seven (7) stub outs for future residential grinder pump
connections.
b. Construction of approximately 125 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
c. Install one (1) low pressure flush terminal and one (1) in line flushing
station.
d. Connection to an existing manhole in Avenida De Sesario.
e. Remove and replace approximately 665 square-yards of asphalt
roadways.
f. All associated surface repairs.
2. Alamo Lane:
a. Construction of approximately 1300 LF of 8" gravity sewer.
b. Construct ten (10) new manholes as well as eight (8) sewer service
connections, including double cleanout and appurtenances.
c. Construction of approximately 60 LF of 4" PVC private residential
service line, including all fittings.
d. Connection to an existing manhole in La Junta Del Alamo.
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e. Remove and replace approximately 806 square-yards of asphalt
roadways.
f. All associated Service Connections, Valves, and surface repairs.
3. Lopez Lane
a. Construction of approximately 1010 LF of 8" gravity sewer.
b. Construct three (3) new manholes as well as seven (7) sewer service
connections, including double cleanout and appurtenances.
c. Connection to an existing manhole in Rufina Lane.
d. Construction of approximately 80 LF of 4" PVC private residential
service line, including all fittings.
e. Construction of approximately 590 LF of 2" of HDPE Low pressure
sewer, including nine (9) stub outs for future residential grinder pump
connections.
f. Construction of approximately 265 LF of 3" of HDPE Low pressure
sewer, including four (4) stub outs for future residential grinder pump
connections.
g. Construction of approximately 185 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
h. Install one (1) low pressure flush terminal station.
i. Remove and replace approximately 2100 square-yards of asphalt
roadways.
j. All associated Service Connections, Valves, and surface repairs.
4. Ledd Drive
a. Connection to existing gravity sewer main in Agua Fria using 8" x 4"
wye.
b. Construction of approximately 275 LF of 2" of HDPE Low pressure
sewer, including four (4) stub out for future residential grinder pump
connections.
c. Construction of approximately 40 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
d. Install one (1) low pressure flush terminal station.
e. Remove and replace approximately 10 square-yards of asphalt
roadways.
f. All associated Service Connections, Valves, and surface repairs.
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5. Camino dos Antonios
a. Construction of approximately 455 LF of 2" of HDPE Low pressure
sewer, including eight (8) stub outs for future residential grinder pump
connections.
b. Construction of approximately 70 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
c. Install one (1) low pressure flush terminal.
d. Connection to existing gravity sewer main in Agua Fria using 8" x 4"
wye.
e. All associated Service Connections, Valves, and surface repairs.
6. Callejon De Rita
a. Construction of approximately 320 LF of 8" gravity sewer.
b. Construct two (2) new manholes as well as four (4) sewer service
connections, including double cleanout and appurtenances.
c. Construction of approximately 90 LF of 4" PVC private residential
service line, including all fittings.
d. Connection to an existing manhole in Agua Fria.
e. Construction of approximately 1355 LF of 2" of HDPE low pressure
sewer, including nine (9) stub outs for future residential grinder pump
connections.
f. Construction of approximately 240 LF of 3" of HDPE low pressure
sewer, including four (4) stub outs for future residential grinder pump
connections.
g. Construction of approximately 200 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings, Install one (1)
low pressure flush terminal station and one (1) in line flushing station.
h. All associated Service Connections, Valves, and surface repairs.
7. Plaza Montoya
a. Construction of approximately 180 LF 8" gravity sewer.
b. Construct two (2) new manholes as well as three (3) sewer service
connections, including double cleanout and appurtenances.
c. Construction of approximately 30 LF of 4" PVC private residential
service line, including all fittings.
d. Connection to an existing manhole in Agua Fria.
e. Remove and replace approximately 10 square-yards of asphalt
roadways.
f. All associated Service Connections, Valves, and surface repairs.
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Historic Village of Agua Fria Wastewater Improvements Phase 3
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8. Case Road
a. Construction of approximately 520 LF of 2 HDPE low pressure sewer,
including nine (9) stub outs for future residential grinder pump
connections.
b. Construction of approximately 90 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
c. Install one (1) low pressure flush terminal.
d. Connection to existing gravity sewer main in Agua Fria using 8" x 4"
wye.
e. Remove and replace approximately 10 square-yards of asphalt
roadways.
f. All associated Service Connections, Valves, and surface repairs.
9. 3197 Agua Fria Street
a. Construction of approximately 270 LF of 2" of HDPE low pressure
sewer, including four (4) stub outs for future residential grinder pump
connections.
b. Construction of approximately 20 LF of 1 14" HDPE low pressure
service line for future connections, including all fittings.
c. Connection to existing gravity sewer main in Agua Fria using 8" x 4"
wye.
d. Install one (1) low pressure flush terminal.
e. Remove and replace approximately 10 square-yards of asphalt
roadways.
f. All associated Service Connections, Valves, and surface repairs.
10. Skeeter Lane
a. Construction of approximately 300 LF 8" gravity sewer.
b. Construct two (2) new manholes as well as three (3) sewer service
connections, including double cleanout and appurtenances.
c. Construction of approximately 30 LF of 4" PVC private residential
service line, including all fittings.
d. Connection to an existing manhole located behind Skeeter Lane.
e. Install new access road turnaround.
f. All associated Service Connections, Valves, and surface repairs.
B. The Work is located in the Historic Village of Agua Fria, in Santa Fe County, New
Mexico, as indicated in the Drawings.
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1.04 WORK BY OTHERS
A. The CONTRACTOR'S attention is directed to the fact that work may be conducted at
or adjacent to the Site by other contractors during the performance of the Work under
this Contract. The CONTRACTOR is to conduct its operations in a manner that will
minimize any interference with the Work of other contractors under separate contract
with the OWNER or other entities, and shall coordinate its operations and cooperate
fully, with such contractors to provide continued safe access to their respective
portions of the Site, as required to perform Work under their respective contracts. The
CONTRACTOR shall include in the bid price all costs associated with the successful
coordination of its operations with other contractors. Copies of Contract Documents
pertaining to Work conducted on or adjacent to the site are available for review upon
request.
1.05 COORDINATION
A. Existing Utilities and Structures
1. Known utilities and structures adjacent to or expected to be encountered
in the work are shown in the drawings. The locations shown are taken
from existing records or information obtained from the Utility Owner.
All existing utility data represented on the profile is approximate field
measurements from surveying of manholes. Profile elevations for gravity
lines such as storm drain, and sanitary sewer were calculated. Data points
identified as "DEPTH UNK" were based on assumed typical depth of
bury and not verified by potholing activities. Prior to construction
activities, the CONTRACTOR shall verify the horizontal and vertical
locations of all existing utilities and obstructions within or adjacent to the
work zone which would impact the proposed alignment. Utilities shown
are for the convenience of the CONTRACTOR only, and no
responsibility is assumed by either the OWNER or the ENGINEER for
their accuracy or completeness. If a conflict with any existing utility is
identified during construction, the CONTRACTOR shall submit the
existing utility information (referenced by station, offset and TP or invert
elevation) to the OWNER AND ENGINEER for review. The
CONTRACTOR shall provide a minimum of five (5) working days from
when all requested information is provided by the CONTRACTOR for
the OWNER to provide a resolution of the conflict.
a. CONTRACTOR shall protect all existing utilities within the boundaries of
the work. Utilities damaged as a result of the CONTRACTOR'S
operations due to his negligence or oversight shall be repaired to the
satisfaction of the OWNER of said utility at CONTRACTOR'S sole
expense.
b. At least 48 hours prior to start of said work, CONTRACTOR shall
notify all utilities that may be affected.
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Historic Village of Agua Fria Wastewater Improvements Phase 3
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c. For location of utilities, CONTRACTOR shall call New Mexico One
Call, phone number (800) 321-2537 for coordinating and identifying
utility locations.
d. CONTRACTOR shall protect all existing structures within the
boundaries of the work and adjacent to the work. CONTRACTOR shall
be responsible for visiting the site and becoming familiar with all
existing structures. Existing structures damaged that were not part of
this contract shall be repaired to their original condition at
CONTRACTOR'S sole expense.
e. For convenience, the CONTRACTOR may remove and replace small
structures such as mailboxes, signs, gates, walls, fences and valve
boxes that indirectly interfere with the pipeline construction.
CONTRACTOR shall notify the OWNER of each structure to be
removed seven (7) calendar days prior to removal and provide
temporary mailboxes, signs, fences, or other miscellaneous structures
until the permanent structures are replaced. If a traffic control sign is
removed, CONTRACTOR shall make arrangements to erect a
temporary sign acceptable to the OWNER. All small surface structures
removed shall be replaced in the same location in as good, or better,
than the original condition. The cost for this work shall be considered
incidental to the pipeline construction and shall be included in the
pipeline unit costs as shown in the bid proposal.
B. Cultural and Archaeological Resources: In the event that cultural material or human
remains are encountered during excavation, CONTRACTOR shall immediately
stop all work in the vicinity of the discovery, notify ENGINEER of the discovery
and protect the area from further disturbance. No work shall proceed in the vicinity
of the discovery without written approval of ENGINEER.
C. Physical Resources: Implement temporary and permanent soil erosion and storm-
water pollution control measures in accordance with the NPDES stormwater permit
process and develop a SWPPP using BMPs.
1.06 WORK SEQUENCE AND SCHEDULING CONSTRAINTS
A. The CONTRACTOR shall schedule and perform the Work in such a manner as to
result in the least possible disruption to the public's use of roadways, driveways, and
utilities. Utilities shall include but not be limited to water, sewerage, drainage
structures, ditches and canals, gas, electric, cable television, and telephone. Refer to all
available plans and profile sheets for approximate location of utilities. It is the
CONTRACTOR'S responsibility to locate each utility and incorporate as-built
locations on the reproducible record plans, in red ink, showing proper location on each
sheet where these utilities are located including depths, widths, and lengths of each
utility. There is no guarantee as to exact location of each utility and no additional
compensation will be made for utilities that are within a reasonable proximity of the
area shown on the record plans.
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1.07 CONTRACTOR ACCESS AND USE OF PROJECT SITE
A. The CONTRACTOR'S use of the Project Site shall be limited to its construction
operations, including on-site storage of materials, on-site fabrication facilities, and
field offices.
1.08 TIME OF WORK AND OVERTIME NOTIFICATION
A. For work on this project, no work shall be performed between 6:00 p.m. and 7:00 a.m.,
or on Sundays or legal holidays, without the written permission of the OWNER or
ENGINEER or unless otherwise noted in the drawings. However, critical maintenance
or emergency work may be completed without prior approval.
B. If CONTRACTOR, for convenience, should desire to work outside of normal hours,
written authorization must be obtained from the County and ENGINEER prior to start
of the work.
1.09 STORAGE
A. Storage conditions shall be in accordance with the manufacturer's requirements and
shall be acceptable to OWNER for all materials and equipment not yet incorporated
into the Work but included in Applications for Payment. Such storage arrangements
and conditions shall be presented in writing for OWNER review and acceptance and
shall provide adequate and satisfactory security and protection. Off-site storage
facilities shall be accessible to OWNER. The stored materials shall be insured for full
value.
1.10 NOTICES TO OWNERS OF ADJACENT PROPERTIES AND UTILITIES
A. CONTRACTOR shall notify OWNERS of adjacent property and utilities in advance of
when prosecution of the Work may affect them.
B. When it is necessary to temporarily interrupt any utility service connection,
CONTRACTOR shall give notice sufficiently in advance to enable the affected
persons to provide for their needs. Notices shall conform to any applicable local
ordinance and, whether delivered orally or in writing, shall include appropriate
information concerning the interruption and instructions on how to limit any
resulting inconvenience.
C. Utilities and other concerned agencies shall be contacted at least seven days prior to
cutting or closing streets or other traffic areas or excavating near underground
utilities or pole lines. The CONTRACTOR must submit to the OWNER and each
affected utility a written description of the area, time, duration, and proposed
method of disruption and reparation. With the exception of emergencies and/or
events that may compromise public safety, no disruption will be allowed without
the CONTRACTOR having first obtained the express written approval of the
OWNER.
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Historic Village of Agua Fria Wastewater Improvements Phase 3
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1.11 PROJECT MEETINGS
A. Preconstruction Conference
1. Prior to the commencement of Work at the Site, a preconstruction
conference will be held at a mutually agreed time and place which shall
be attended by the CONTRACTOR'S Project Manager, its
Superintendent, its Safety Representative, and its Subcontractors as the
CONTRACTOR deems appropriate. Other attendees will be:
a. OWNER'S CONSTRUCTION MANAGER;
b. Representatives of OWNER;
c. Governmental representatives as appropriate;
d. Others as requested by CONTRACTOR, OWNER, or OWNER'S
CONSTRUCTION MANAGER;
e. ENGINEER; and
f. CONTRACTOR'S personnel assigned to Scheduling. In the event
CONTRACTOR elects to utilize an outside agency to perform its
scheduling requirements, the responsible personnel from such Agency is
required to attend.
2. Bring to the conference the submittals indicated in Section 01300 -
Contractor Submittals.
3. The purpose of the conference is to designate responsible personnel, discuss
contract requirements and establish a working relationship. Matters requiring
coordination will be discussed and procedures for handling such matters
established. The complete agenda will be furnished to the CONTRACTOR
prior to the meeting date. Any additions to the agenda by CONTRACTOR
must be forwarded to the OWNER at least 24 hours prior to the scheduled
meeting date and time.
4. The CONTRACTOR shall be prepared to discuss all items listed below.
a. CONTRACTOR'S assignments for safety and first aid, including
Designated Competent person(s) and CONTRACTOR'S safety
Representative.
b. CONTRACTOR'S schedules as required by Contract.
c. Transmittal, review, and distribution of all documents between the
CONTRACTOR and the OWNER including CONTRACTOR'S
submittals, RFI'S, Survey Requests, etc.
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