2026-0198-PW Construction Services for the Arroyo Hondo SR-14 Interceptor Addendum No. 5
| Location: | New Mexico |
|---|---|
| Posted: | Mar 30, 2026 |
| Due: | Apr 7, 2026 |
| Agency: | Santa Fe County |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
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Justin S. Greene
Commissioner, District 1
Lisa Cacari Stone
Commissioner, District 2
Camilla Bustamante
Commissioner, District 3
Adam Fulton Johnson
Commissioner, District 4
Hank Hughes
Commissioner, District 5
Gregory S. Shaffer
County Manager
March 30, 2026
SANTA FE COUNTY
IFB No. 2026-0198-PW/TJ
CONSTRUCTION SERVICES FOR THE
ARROYO HONDO SR-14 SEWER INTERCEPTOR
ADDENDUM NO. 5
Dear Proponents,
This addendum is issued to reflect the following immediately. It shall be the responsibility of
interested Offerors to adhere to any changes or revisions to the IFB as identified in this Addendum
No. 5. This documentation shall become permanent and made part of the departmental files.
Attachment A: Revised Bid Sheet (based on the lowest, responsive base bid)
The deadline for submitting questions has passed. No further questions will be accepted.
Clarification No. 1 – Supplemental Technical Specifications, Basic Requirements, Pg. 01 00 00 – 20
1.50 PROJECT RECORD DOCUMENTS
E. Contractor shall prepare record drawings information under the direction of a
Licensed Professional Surveyor. As-Built Record Drawings shall include elevation at
top of pipe, northing and easting of top of pipeline or new utility at intervals not to
exceed 250 feet and at all manholes, including rim elevations, invert in, invert out.
For drop manholes, as applicable both invert in pipes shall be provided. Contractor
shall provide as-built survey of the newly constructed access road, not to exceed every
100 feet. All culvert crossings shall be surveyed at the beginning to end. Ties to surface
features for triangulation purposes in the field shall also be included. Final As-Build
Record Drawing shall be stamped by a Licensed Professional Surveyor, tied to
established control monuments and other reference points (including D.O.T.
monuments and mile markers if available) on the New Mexico State Plane Coordinate
System, Central Zone, NAD83/NAVD88 datum, stating combined ground-to-grid scale
factor used, equipment used and date of completion of survey.
102 Grant Avenue · P.O. Box 276 · Santa Fe, New Mexico 87504-0276 · 505-986-6200 · FAX:
505-995-2740 www.santafecountynm.gov
Question No. 1:
Answer No. 1:
Question No. 2.:
Answer No. 2:
The bid quantities #9, 10, and 11 for the manholes, the description includes,
“interior epoxy coatings.” Please provide the specifications for these epoxy
coatings.
The inclusion of “interior epoxy coating” shall be struck and removed from the
bid item description for Bid Items #9, 10, and 11.
I would like to clarify whether Bid Items #41 through 62 are intended to be
part of an alternate. This is not specified in the bid schedule, but at the end it
requests two total amounts, which makes it unclear.
Bid Items #41 to 62 from Addendum No. 3 for the Colibri Sewer Re-Route are
part of the base bid and should not be considered alternates. An updated bid
form was released in Addendum No. 4, which did include alternates for the
pipe material through the existing casing on sheet C-25R (released in
Addendum No. 4).
Additionally, the Bid Form was restructured to distinguish between bid items
and alternates, and to clarify how the total project cost is to be calculated with
both components included.
Please add this Addendum No. 5 to the original proposal documents and refer to proposal documents,
hereto as such. This and all subsequent addenda will become part of any resulting contract documents
and have effects as if original issued. All other unaffected sections will have their original
interpretation and remain in full force and effect. Responders are reminded that any questions or need
for clarification must be addressed to Tammy Jim, Procurement Specialist Senior at
tjim@santafecountynm.gov.
102 Grant Avenue · P.O. Box 276 · Santa Fe, New Mexico 87504-0276 · 505-986-6200 · FAX:
505-995-2740 www.santafecountynm.gov
Item No.
ATTACHMENT A
Santa Fe County
SR-14 Gravity Sewer Interceptor
Description
Unit
SR-14 Sewer Interceptor (C-1 to C-31)
1
Mobilization (75%) and Demobilization (25%), not to exceed 7%
of the Base Bid
2
Material Testing Allowance
Furnish and install 10-inch PVC SDR-26 gravity sewer interceptor
3
(including all materials, labor, fittings, tracer wire, bedding,
warning tape), CIP
Furnish and install 8-inch PVC SDR-26 gravity sewer interceptor
4
(including all materials, labor, fittings, tracer wire, bedding,
warning
tape), CIP
LS
Allow
LF
LF
Furnish and install 18-inch Diameter Jack and Bore across road
5
crossing, with 18" Steel Casing, including all materials, labor,
fittings, carrier pipe, spacers, end seals, bore pit excavation,
LF
bedding, backfill, and site restoration, CIP.
Trenching, Backfilling, and Compaction for new Gravity Sewer
6
Pipe, up to 8-ft in depth, including equipment and labor. Pipe not
LF
included. CIP
Trenching, Backfilling, and Compaction for new Gravity Sewer
7
Pipe,
from 8-ft to 12-ft in depth, including equipment and labor. Pipe
LF
not included. CIP
Trenching, Backfilling, and Compaction for new Gravity Sewer
8
Pipe, from 12-ft to 16-ft in depth, including equipment and labor.
Pipe not
LF
included. CIP
Furnish and Install 4-ft Diameter Precast Type C Concrete
Manhole, up to 8-ft in depth to invert, including cover, collar, lid,
9
grade adjustment rings, new sewer line connections and all
EA
materials, labor, excavation, backfill, compaction, testing, and site
restoration, CIP.
Furnish and Install 4-ft Diameter Precast Type C Concrete
Manhole, from 8-ft to 12-ft in depth to invert, including cover,
10 collar, lid, grade adjustment rings, new sewer line connections and EA
all materials, labor, excavation, backfill, compaction, testing, and
site restoration, CIP.
Revised: 03/30/2026
Est.
Quantity
Unit Price
Total Price
1
1
17200
$ 200,000.00 $ 200,000.00
430
120
6505
10465
660
17
32
Furnish and Install 4-ft Diameter Precast Type C Concrete
Manhole, from 12-ft to 16-ft in depth to invert, including cover,
11 collar, lid, grade adjustment rings, new sewer line connections and EA
6
all materials, labor, excavation, backfill, compaction, testing, and
site restoration, CIP.
Furnish and Install 8-inch PVC SDR-26 stubout for future
12
connection, including all material, caps, fittings, labor, trenching,
tracer wire, bedding, warning tape, backfilling, compaction, and
EA
site restoration, CIP.
13
Connect New Gravity Sewer Line to Existing Manhole, including
all materials, labor, piping, fittings, trenching, and backfill, CIP.
EA
14
Connect Existing Gravity Sewer Line to New Manhole, including
all materials, labor, piping, fittings, trenching, and backfill, CIP
EA
15
New Sewer Line Testing, including CCTV Inspection, Air
Testing, and Mandrel Test, Complete.
LF
16
Temporary bypass pumping for connection to existing sewer
manhole, CIP
LS
Remove and replace existing asphalt to match existing grade,
including 12-inch subgrade preparation, 6-inch basecourse, 6-inch
17 Asphalt Pavement HMA PIV, all materials, labor, saw-cutting and SY
disposal of
material, CIP.
18 Traffic Control
LS
19
Construction Staking, including pipe alignments, appurtenances,
and surveyed as-builts, CIP.
LS
20 Preparation and implementation of SWPPP
LS
SR-14 Access and Maintenance Road (RD-3 to RD-22)
21 Site Clearing and Grubbing, complete
AC
Fill, construction, incl. excavation, placement , compaction of
22 unclassified material, over 2 ft. deep, and removal & disposal of
CY
excess material per NMDOT 203000, CIP.
23 Subgrade Preparation, CIP.
SY
24 Furnish and install Base Course 6", CIP.
SY
25
Furnish and install Drivepad, 6" thick, Portland Cement Concrete,
incl. subgrade compaction, CIP.
SY
26
Furnish and install Curb & Gutter, Standard, Portland Cement
Concrete, incl. subgrade preparation, CIP.
LF
27
Remove, dispose & replace existing Curb & Gutter, PC Concrete,
CIP.
LF
28 Remove and dispose of Existing Sidewalk, 4" PC Concrete, CIP.
SY
29 Remove & replace Existing Fence, match in-kind, CIP.
LF
30
Furnish and install Pipe Gate, 12' wide, incl. all attachments,
hardware & anchor posts, CIP.
EA
31
Furnish and install Pipe Gate, 20' wide, incl. all attachments,
hardware & anchor posts, CIP.
EA
32 Furnish and install Reinf. Concrete for Minor Structures, CIP.
CY
33
Furnish and install 18" Culvert Pipe per NMDOT 570018, incl.
trench & compacted backfill to 6' depth, CIP.
LF
34
Furnish and install 18" Culvert Pipe End Section per NMDOT
570019, CIP.
EA
3
1
2
17750
1
865
1
1
1
11
3400
15344
15344
15
24
22
6
190
2
1
5
110
12
35
Furnish and install 24" Culvert Pipe per NMDOT 570024, incl.
trench & compacted backfill to 6' depth, CIP.
36
Furnish and install 24" Culvert Pipe End Section per NMDOT
570025, CIP.
37
Furnish and install 30" Culvert Pipe per NMDOT 570030, incl.
trench & compacted backfill to 6' depth, CIP.
38
Furnish and install 30" Culvert Pipe End Section per NMDOT
570031, CIP.
39 Furnish and install Riprap Class A, per NMDOT 602000, CIP.
40 Furnish and install Seeding, Class "A", native, CIP.
Colibri Sewer Re-Route
40
Mobilization (75%) and Demobilization (25%), not to exceed 7%
of the Base Bid
41 Material Testing Allowance
42 Utility Relocation Allowance
43 Traffic Control
44 Temporary Bypass Bumping
Furnish and install 12-inch PVC SDR-35 gravity sewer interceptor
45 (including all materials, labor, fittings, tracer wire, bedding,
warning tape), CIP.
Furnish and install 8-inch PVC SDR-35 gravity sewer interceptor
46 (including all materials, labor, fittings, tracer wire, bedding,
warning tape), CIP.
Trenching, Backfilling, and Compaction for new Gravity Sewer
47 Pipe, up to 8-ft in depth, including equipment and labor. Pipe not
included. CIP.
Trenching, Backfilling, and Compaction for new Gravity Sewer
48 Pipe, from 8-ft to 12-ft in depth, including equipment and labor.
Pipe not included. CIP.
Trenching, Backfilling, and Compaction for new Gravity Sewer
49 Pipe, from 12-ft to 16-ft in depth, including equipment and labor.
Pipe not included. CIP.
Trenching, Backfilling, and Compaction for new Gravity Sewer
50 Pipe, from 16-ft to 20-ft in depth, including equipment and labor.
Pipe not included. CIP.
51
Concrete encasement of 12" SDR 35 PVC sewer line, complete in
place, including reinforcement.
Furnish and Install 4-ft Diameter Precast Type C Concrete
Manhole, from 8-ft to 12-ft in depth to invert, including cover,
52 collar, lid, grade adjustment rings, interior epoxy coatings, new
sewer line connections and all materials, labor, excavation,
backfill, compaction, testing, and site restoration, CIP.
LF
EA
LF
EA
CY
AC
LS
Allow
Allow
LS
LS
LF
LF
LF
LF
LF
LF
LF
EA
Furnish and Install 4-ft Diameter Precast Type C Concrete
Manhole, from 12-ft to 16-ft in depth to invert, including cover,
53 collar, lid, grade adjustment rings, interior epoxy coatings, new
EA
sewer line connections and all materials, labor, excavation,
backfill, compaction, testing, and site restoration, CIP.
50
4
18
1
30
8
1
1
1
1
1
1736
$ 15,000.00
$ 10,000.00
$ 15,000.00
$ 10,000.00
40
154
367
1241
19
170
1
11
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