A003 NM ERFO FS SNTFE 2022-1(1).pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

A003

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: Jon Holsopple

9A. AMENDMENT OF SOLICITATION NUMBER

6982AF25B000001

5. PROJECT NUMBER (If applicable)

NM ERFO FS SNTFE 2022-1(1)

11/13/2024

9B. DATED (SEE ITEM 11)

10/15/2024

0*

*See Item 14

HFLCEO240429PR

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

IFB: Remove and Replace page A-1 and E-11 with the attached corresponding pages.

Plans: Remove and Replace Pages S5, S13, X7, and X8 with the attached corresponding pages.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

X

A-1

X

X

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER

6982AF25B000001

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

X

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED

10/15/2024

PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER

HFLCEO240429PR

6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

Jon Holsopple, Contract Specialist

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

9. FOR

INFORMATION CALL:

a. NAME SEE PAGE A-3 b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORTATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENTS

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, U.S. CUSTOMARY UNITS

See Subsection 104.04 of the FP-14 for governing order of precedence.

11. The contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See

108.01 as amended in the

Special Contract Requirements. ).

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

12b. CALENDAR DAYS

a. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 pm (hour) local time 11/19/2024 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee is, is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

X

NM ERFO FS SNTFE 2022-1(1)

11/26/2024

Amendment A003 11.13.2024

Jon.Holsopple Cross-Out

E-11

NM ERFO SNTFE 2022-1(1)

El Porvenir Bridge

Follow the requirements of FAR Clause 52.236-13 Accident Prevention, Alternate 1. Submit an accident prevention plan.

107.10 Environmental Protection.

(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(1) Do not ford running streams with construction equipment except for within the footprint of the existing low water crossing on Forest Road 261. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Immediately clear ephemeral drainages, intermittent and perennial streams, lakes and reservoirs of all work items, debris or other obstructions placed by or resulting from construction operations.

(6) Locate machinery servicing and refueling areas away from streambeds and washes to reduce the possibility and minimize the impacts of accidental spills or discharges.

(b) Oil and hazardous substances. Add the following to the end of the third paragraph:

Sand or soils are not approved absorbent materials.

Add the following to the end of the fourth paragraph:

Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan.

(c) Dirt, plant, and foreign material. Add the following:

All vehicles and equipment entering the project area must be clean of noxious weeds and free from oil leaks and are subject to inspection. Wash all construction equipment to thoroughly remove all dirt, plant, and other foreign material prior to entering the project. Particular attention must be shown to the under carriage and any surface where soil containing exotic seeds may exist. CO to inspect each piece of equipment before entering the project. Provide the cleaning and inspection records to the CO. Equipment found operating on the project that has not been inspected or has oil leaks will be shut down and subject to citation.

(d) Clearances for Contractor-selected, noncommercial areas. Add the following to the end of the first paragraph:

Use rock, sand, gravel, earth, subsoil, or other natural materials from a Contractor-selected non-commercial materials source that has been certified free of noxious weeds. Materials imported into the project limits which do not include a noxious weed free certification may be rejected and ordered by the CO to be removed from the project limits. The CO has the discretion of requesting inspection of certified materials by a third party and rejecting the use of the source if noxious weeds or seeds thereof are found to be present.

Amendment A003 11.13.2024

0:

-1,.j -1,.j .Q .Q

:::s:::s co

'If, '11, "BAR-LOCK MBT"

Standard coupler or approved equal.

MECHANICAL COUPLER SPLICE

No Scale

El. 7511.51 (Abut. 1) El. 7511.99 (Abut. 2)

� 24" 0 Drilled �!

shaft (typ.)

---j

#5A5

Bottom of abut. cap.

#8A6 (Abut. 1) or #8A7 (Abut. 2) (11 tot. typ.)

#4A8 spiral (Abut. 1) or ffi #4A9 spiral (Abut. 2)

Bedrock El. 7503 (Abut. 1) ...., Bedrock El. 7496 (Abut. 2) Q)

Q) .Q

Q)

Lo Est. Tip El. 7498 (Abut. 1)

Est. Tip El. 7491 (Abut. 2)

DRILLED SHAFT ELEVATION

REVISIONS NO. DATE BY

See Amendment A003

"OS Splice Clip", "ERICO Quick Wedge", or approved equal.

#5 spiral

1'-3" min.

lap length

MECHANICAL LAP SPLICE FOR SPIRALS

No Scale

SPLICE DETAILS (OPTIONAL)

#8A6 (Abut. 1} or #8A7 (Abut. 2) (11 tot.)

24"0

Drilled shaft

SECTION A-A

Scale: ¾" = 1 '-0"

1½" 0 Access tubes spaced@ 120 ° for shaft integrity testing, tied to rebar cage at nearest longitudinal bar. Perform shaft integrity test prior to cap pour.

#5A8 (Abut. 1) or #5A9 (Abut. 2) spiral

Amendment A003 ffi 11/13/2024 Change rebar to #5

REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE

., 11/8/2024 E.M.

,111----"�+-��-+- -+- ---------------+--+-- - --+--+------------------l E. MURO E. MURO D. VANG

¾" = 1 1 -0 11

UNLESS NOTED

A003 11/13/2024

4" tail on 135 ° hook (typ.)

STATE

NM

PROJECT

NM ERFO SNTFE 2022-1 (1)

EL PORVENIR BRIDGE

SHEET

NO.

48 bar diameter lap

SPIRAL LAP SPLICE

No Scale

NOTES:

1. Minimum #5 spiral lap splice = 2'-6".

2. Mechanical splices may be used in spiral and longitudinal reinforcing.

For mechanical splice requirements see FP-14. Splice components shall have a clear cover not less than 1½ inches measured from the surface of concrete to the outside face of the component. Mechanical splices of longitudinal reinforcing shall be staggered by a minimum of 2'-0" as measured along the longitudinal axis of the shaft/column.

3. Cage alignment details shall be submitted to the CO for approval.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

EL PORVENIR BRIDGE REPLACEMENT

SANTA FE NATIONAL FOREST

SAN MIGUEL, NEW MEXICO

DRILLED SHAFTS

PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

W. SENNETT 5 of 13 June 2024 RG3299-E

SHEET STATE PROJECT

REINFORCING STEEL SCHEDULE DIMENSION TABLE A003

NO.

11/13/2024 NM

NM ERFO SNTFE 2022-1 (1) 513

ABUTMENTS EL PORVENIR BRIDGE

BARMK SIZE TYPE PINSZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K 0 R VorN

•6AJ 6 17 0'-4½" Stir rups 78 /l'-4" /328 4'-r 3'-2" 4'-1" •4A2 4 STR Horlz. (abut./J 10 16'-/(J' 113 16'-!0" OPTIONAL LE G

•4A2 4 STR Horlz. (abut.2) 10 19'-/(J' 133 !9'-10" B A � J

G

BLJ

·6A3 6 2 0'-4½" Horlz. top (abut.I) 6 18'-IO' 170 r-o· !6'-10" l'-0" •5A3 6 2 0'-4½" Horiz. top (abut.2) 6 21'-!O' 197 r-o· !9'-10" !'-0" B •6A4 6 STR Horiz. bot. (abut.I) 6 /6'-/(J' 152 /6'-/0" STR

C ·6A4 6 STR Horlz. bot. (abut.2) 6 19'-/(J' 179 19'-I0"

TYPE 2

•5A5 5 77 Spirals © ca p 6 37'-SP/, " 237 l'-6" 0'-4" l'-6" 3 8 TYPE 17

•8A6* 8 STR Ve rt. drifted shaft 33 /5'-9'/4' 1389 !5'-91/a" (Abut.I)

D

D = Extra Turns (half t&bl

•8A7* 8 STR Ve rt. drilled shaft 33 23'-4" 2056 23'-3" urr--�

Q/ � (Abut.2) C A •5AB* 5 77 Spiral drilled shaft 3 165'-6" 518 l'-6' 0'-5' 13'-o'/a" 3 35

(Abut.I)

C ·5A9* I) 5 77 Spiral drilled shaft 3 250'-7¼" 785 /'-6" 0'-5' 20'-7" 3 53

TYPE 52

E = Total Turns

\_ � (Abut.2J TYPE 77

SUBTOTAL 7257 LBS

ENDWALLS

BARMK SIZE TYPE PINSZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K 0 R VorN

•4£1 4 17 0'-3" Stir ru ps 39 //'-6" 300 5'-5" 0'-8" 5'-5" •4£2 4 STR Horlz. b.f. (abut !) 10 16'-/(J' 113 16'-I0" •4£2 4 STR Horiz. bf. (abut 2) 10 /9'-/(J' /33 /9'-/0"

SUBTOTAL 546 LBS

WINGWALLS

BARMK SIZE TYPE PINSZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K 0 R VorN

•4W f 4 STR Ve rt. bf. 8 4'-7" to 420 4'-7" to sets 9'-8¼" 9'-8¼" of at at II 0'-61/a" 0'-61/a"

Iner. Iner.

•5w2 5 52 0'-3¾" Horiz. ff. 32 14'-9" 493 !2'-/0' r-tr /'-4¼" /'-4¼' •5w2a- f 5 52 0'-3¾" Horiz. ff. 4 2'-8" 203 2'-8" r-tr /'-4¼" /'-4¼" sets to to of 13'-6' 13'-6" 6 at 2'-2' at 2'-2'

Amendment A003

& 11/13/2024 Change rebar to

#5Iner. Iner.

•5W2q 5 52 0'-3¾" Horiz. ff. 4 9'-7" 40 9'-7" !'-//' /'-4¼' /'-4¼" •4W3 4 52 0'-3" Horiz. o.f. 16 14'-7' 156 13'-I" l'-6" r-o¾· r-o¾·

•4W3a-c 4 52 0'-3" Horlz. o.f. 4 4'-5" 74 4'-5" !'-6" r-o¾· r-o¾· sets to to NOTES: of 13'-/" 13'-/"

3 at 4'-4" at 4'-4' 1. Dimensions in bending diagrams are out-to-out of bars Iner. Iner.

*2. Reinforcing quantities for drilled shafts are not included in the •4W3d 4 52 0'-3" Horlz. o.f. 4 9'-53/4" 26 7'-113/4" !'-6" r-o¾· !'-0¾' contract item "Reinforcing steel". Reinforcing steel will be paid for •5W4 5 STR Horiz. o.f. 4 13'-2' 54 13'-2" as part of the "Drilled Shaft". Reinforcing steel lengths for drilled •5w4 5 STR Horlz. ff. 4 12'-!/" 54 12'-tr shafts are estimates only and are provided for information only.

•5w5 5 52 0'-3¾" Horlz. o.f. 4 3'-7" 15 2'-1" !'-6" r-o¾· !'-0¾" 3. All deck reinforcement (#4DE1 and #4DE2) are epoxy coated.

•5w5 5 52 0'-3¾' Horlz. ff. 4 3'-9" 16 l'-1O' r-tr l'-4¼" l'-4¼" •4W6 4 52 0'-3" Horlz. o.f. 4 14'-9'/4" 40 !'-6' 13'-3¼" 3'-81/a" 12'-9" U.S. DEPARTMENT OF TRANSPORTATION

*4W6 4 52 0'-3" Horiz. f .f. 4 15'-6¼' 42 /'-//' 13'-7¼" 3'-81/a" !3'-11/a' FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SUBTOTAL 1638 LBS

DECK EL PORVENIR BRIDGE REPLACEMENT

BARMK SIZE TYPE PINSZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K 0 R VorN

*4D£1 4 STR Horiz. t ransv. 17 94'-4" 107! 94'-4' SANTA FE NATIONAL FOREST *4D£2 4 STR Horlz. 96 !5'-8' /005 !5'-8'' SAN MIGUEL, NEW MEXICO

SUBTOTAL 2076 LBS ABBREVIATIONS:

f.f. = Fill face o.f. = Other face b.f. = Both faces REBAR LIST

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE DRAWING DATE DRAWING NO.

13\ 11/8/2024 E.M. See Amendment A003 E. MURO E. MURO D.VANG NO SCALE W. SENNETT 13 of 13 June 2024 RG3299-M

A003 11.13.2024 ajimenez Line ajimenez Line ajimenez Line ajimenez Line

LC

6+64.00

-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80

7,500 7,500

7,510 7,510

7,520 7,520

7,530 7,530

7,540 7,540

7,550 7,550

:1

1:41 :6 -2.0% -2.0% 1:6 1:6

7,523.48 Subgrade =

7,523.98 Original Grnd =

:0

A

M

N o v e m b e r

B L

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P

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O E l P o rv e n ir

B ri d g e R e p la c e m e n t

F

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A D

\P ro d u c ti o n \P lt s h e e ts

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EL PORVENIR BRIDGE

X-SECTIONS

Central Federal Land Highway

FHWA, Office of Federal Lands Highway

November 8, 2024REVISED:

3 11/08/24 MODIFY SHEET NUMBER

AMENDMENT A003

X7

NUMBER

SHEET

PROJECT

EL PORVENIR BRIDGE

NM ERFO SNTFE 2022-1 (1)