A002 6982AF23B000019 7.26.2023.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1- C ONTRACT ID CODE

I:

AGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.

5- PROJECT NO. (If applicable)

NM FLAP 159(1)

2. AMENDMENT/MODIFICATION NO.

A002

6. ISSUED BY CODE

3. EFFECTIVE DATE

7/26/2023

6905001 7 _ ADMINISTERED BY (If other than !rem 6) CODE I FEDERAL lllGHW A Y ADl'vONlSTRA TION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: Sheri Walsh

8. NAME AND ADDRESS OF CONTRACT OR (No., stree1, counry, Stale and ZIP Code) (✓) 9A. AMENDMENT OF SOLICITATION NO.

6982AF23B000019

9B. DATED(SEEITEMJjJ

10A MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE JTK.\,f 13)

CODE I FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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 0* copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or

(c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE P LACE DESIGNATED FOR THE RECEIPT OF OFF ERS PRIOR TO THE HOUR AND DAT E 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12_ ACCOUNTING AND APPROPRIATION DATA (lfreq,,ired)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(✓) A THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specifj•auihoriM THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER - NO_ IN ITEM 10A.

B_ THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation dare, etc) SET F ORTH 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 (Specifj1 type ofmodiflcatton and aurhoriry)

E. IMPORTANT

Contractor D isnot, [Z] is required to sign this document and return * See Item 14 Below copies to the issuing office_

14_ DESCRIPTION OF AMENDMEN T/MODIFICATION (Organized by UCF section headings, including solicitarionkontracr s11bjec1 maflerwherefeasible)

INVITATION FOR BID- A-Section

Remove page A-6 through A-22 and replace with attached Amended page A-6 through A-22 dated 7/26/2023

*FAILURE TO ACKNOWLEDGE TlllS 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 1 0A, as heretofore changed, remains unchanged and 1n full force and effect.

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

15B. CONTRACTOR/OFFEROR

1Stgna111re of person authorized to sign)

PREVIOUS EDITION UNUSABLE

16A NAME AND TITLE OF CONTRACTING OFFICER (Iypeor priJ/1)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY ___________________ _

(Signature of Comracting Office,)

STANDARD FORM 30 (Rev. 10-83) Prescribed lly GSA

FAR (48 CFR) 53.243

6/26/2023 x

Plans

Remove pages B1 through B7 and B-11 replace with the attached Amended pages dated 7/26/2023 Remove pages D2 and D3 and replace with the attached Amended pages D2 and D3 dated 7/26/2023

./0�12340564789:42;�<9=<>�?@A7�BCDEBF789:42;�<GH4=IG;JG6K�A224LL�M9G0

Amendment A002 7/26/2023

����� ���������� !"#$#%�&#!'���$$ $() *+++$() +++++ *++++++++++++����� ��,�-�,��� )./012��'3�)&�4#'56�/1&�#'#'5�7�$$���859:;<=�79>>?�$$ $() *+++$() +++++ *++++++++++++����� ��,���@��� )./012��'3�)&�4#'56�3/�#'�51�)&/.A&./1���8$<B�79CDE�AE<FF;=G?H 1�AI *++++++++++++ *++++++++++++��,�� ��,���@��� )./012��'3�)&�4#'56�3/�#'�51�)&/.A&./1���, 1�AI *++++++++++++ *++++++++++++��,�� ��,�J�,��� )./012��'3�)&�4#'56�5/�31�K#'#)I#'5�)&�41)��,L��M #$1 *++++++++++++ *++++++++++++��@�� ��,�J�@��� )./012��'3�)&�4#'56�&1 ($�&1�A!'&/!$��,LN,� #$1 *++++++++++++ *++++++++++++��@�� ��,,������ )$!(16�/1K1/1'A16��'3�A$1�/#'5��'3�5/.""#'5�A!'&/!$��@LN@� #$1 *++++++++++++ *++++++++++++��-�� ��@������� A!'&/�A&!/�O.�$#&2�A!'&/!$���$$ $() *+++$() +++++ *++++++++++++��-�� ��-������� A!'&/�A&!/�&1)&#'5���$$ $() *+++$() +++++ *++++++++++++����� ���������� A!')&/.A&#!'�)AI13.$1���$$ $() *+++$() +++++ *++++++++++++����� ��H������� )!#$�1/!)#!'�A!'&/!$���$$ $() *+++$() +++++ *++++++++++++��J�� ��H,������ )&!/ �7�&1/�(!$$.&#!'�(/101'&#!'�($�'���$$ $() *+++$() +++++ *++++++++++++��J�� ��N�,����� 7�&1/#'5�K!/�3.)&�A!'&/!$���$$ $() *+++$() +++++ *++++++++++++��H�� ,��������� A$1�/#'5��'3�5/.""#'5��,,L� �A/1 *++++++++++++ *++++++++++++PQR�STUVRWXV STUVRWXVYZ STUVRWXV�[\]VYP̂ _VàbcVTd�ebYef�ghZ̀ �ijklimàbcVTd�ê nVYô dp̂ Xq�ZTTV__�rb̂R

�0 �0

123�45673897 45673897:; 45673897�<=>7:1?@7ABCD75E�FC:FG�HI;A�JKLMJNABCD75E�F?O7:P?EQ?9R�;557@@�SC?3

�������� ��'����������(���*������ ���� � � +,-�./01-231 ./01-23145 ./01-231�67814+9:1;<=>1/?�@=4@A�BC5;�DEFGDH;<=>1/?�@9I14J9?K93L�5//1::�M=9-

"�� ������!� ��� ������������� �������������+,-�./01-231 ./01-23145 ./01-231�67814+9:1;<=>1/?�@=4@A�BC5;�DEFGDH;<=>1/?�@9I14J9?K93L�5//1::�M=9-

����! ��(� ������������� �������������,-.�/012.342 /012.34256 /012.342�78925,:;2<=>?20@�A>5AB�CD6<�EFGHEI<=>?20@�A:J25K:@L:4M�6002;;�N>:.

/'0.+������������

123�45673897 45673897:; 45673897�<=>7:1?@7ABCD75E�FC:FG�HI;A�JKLMJNABCD75E�F?O7:P?EQ?9R�;557@@�SC?3

�� ���������� ��� ���� � �� � �������� ���� ������ ����� ���� !"#$%$&'($")��'%% %*+! ,---%*+!----- ,------------����� ��.�� /��� +01234�')5�+('6$)78�51'$)'73�+(109(013��� 3'9: ,------------ ,------------����� ��.�� /��� +01234�')5�+('6$)78�51'$)'73�+(109(013���;%<=�>?@AB�9B<CCDEFG� 3'9: ,------------ ,------------��.�� ��.�H .��� +01234�')5�+('6$)78�71'53�I$)$+:$)7�+('63+���J//� !$%3 ,------------ ,------------��.�� ��.�H /��� +01234�')5�+('6$)78�(3!*%'(3�9")(1"%���J�K� !$%3 ,------------ ,------------��/�� ��..� ���� +%"*38�13I313)938�')5�9%3'1$)7�')5�710##$)7�9")(1"%���J.�H !$%3 ,------------ ,------------��/�� ��/�� ���� 9")(1'9("1�L0'%$(4�9")(1"%��'%% %*+! ,---%*+!----- ,------------��K�� ��K�� ���� 9")(1'9("1�(3+($)7��'%% %*+! ,---%*+!----- ,------------��K�� ����� ���� 9")+(109($")�+9:350%3��'%% %*+! ,---%*+!----- ,------------����� ��M�� ���� +"$%�31"+$")�9")(1"%��'%% %*+! ,---%*+!----- ,------------����� ��M.� ���� +("1!�>'(31�*"%%0($")�*1323)($")�*%')��'%% %*+! ,---%*+!----- ,------------��H�� ��N�. ���� >'(31$)7�I"1�50+(�9")(1"%��'%% %*+! ,---%*+!----- ,------------��H�� .���� ���� 9%3'1$)7�')5�710##$)7��.J� '913 ,------------ ,------------��M�� .�/�K ���� 13!"2'%�"I�+(109(013+�')5�"#+(109($")+��'%% %*+! ,---%*+!----- ,------------OPQ�RSTUQVWU RSTUQVWUXY RSTUQVWU�Z[\UX]\̂P_̀abc_dUŜ�e_Xef�ghib�jklmjnbc_dUŜ�eopUXqôroWs�iSSUaa�t_oQ

012�34562786 345627869: 34562786�;<=69>=?1@ABCD@E64?�F@9FG�HIJC�KLMNKOCD@E64?�FPQ69RP?SP8T�J446BB�U@P2

���� !!!!!!!!!!!! !!!!!!!!!!!!�-./01123�.45!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! �6723-82��91:85!!!!!!!!!!!!

;<=�>?@A=BCA >?@A=BCADE >?@A=BCA�FGHADIHJ<KLMNOKPA?J�QKDQR�STUN�VWXYVZNOKPA?J�Q[\AD][Ĵ[C_�U??AMM�̀K[=

�� ���������� ��� ���� � �� � �������� ���� ������ ����� ���� !"#$%$&'($")��'%% %*+! ,---%*+!----- ,------------����� ��.�� /��� +0123��')4�+('5$)67�41'$)'63�+(108(013��� 3'89 ,------------ ,------------����� ��.�: /��� +0123��')4�+('5$)67�(3!*%'(3�8")(1"%���;<== !$%3 ,------------ ,------------��.�� ��/�� ���� 8")(1'8("1�>0'%$(��8")(1"%��'%% %*+! ,---%*+!----- ,------------��.�� ��=�� ���� 8")(1'8("1�(3+($)6��'%% %*+! ,---%*+!----- ,------------��/�� ����� ���� 8")+(108($")�+89340%3��'%% %*+! ,---%*+!----- ,------------��/�� ��<�� ���� +"$%�31"+$")�8")(1"%��'%% %*+! ,---%*+!----- ,------------��=�� ��<.� ���� +("1!�?'(31�*"%%0($")�*1323)($")�*%')��'%% %*+! ,---%*+!----- ,------------��=�� ��@�. ���� ?'(31$)6�A"1�40+(�8")(1"%��'%% %*+! ,---%*+!----- ,------------����� .��.� ���� 13!"2'%7�$)4$2$40'%�(133���� 3'89 ,------------ ,------------����� .�/�� �B�� 13!"2'%�"A�*$*3�80%231(��� 3'89 ,------------ ,------------��:�� .�/�/ �:�� 13!"2'%�"A�*'23!3)(7�'+*9'%(��@7<<� +>�4 ,------------ ,------------��:�� .�=�. ���� +0#3C8'2'($")����� 80�4 ,------------ ,------------��<�� .�=.� ���� 4$(897�3C8'2'($")��/� %)A( ,------------ ,------------DEF�GHIJFKLJ GHIJFKLJMN GHIJFKLJ�OPQJMRQSETUVWXTYJHS�ZTMZ[�\]̂ W�_̀ab_cWXTYJHS�ZdeJMfdSgdLh�̂HHJVV�iTdF

'��%�����������(������0���1'� �%-� � � ��

234�567849:8 567849:8;< 567849:8�=>?8;@?A3BCDEFBG86A�HB;HI�JKLE�MNOPMQEFBG86A�HRS8;TRAUR:V�L668DD�WBR4

���#���������++����� ����$�#����������� ���� ������������� �������������-./�0123/453 0123/45367 0123/453�89:36;:<.=>?@A=B31<�C=6CD�EFG@�HIJKHL@A=B31<�CMN36OM<PM5Q�G113??�R=M/

������������ �������� ! ���������"#$� %$&�'()*+',��&�-' -.�/01*�234526*+',��&�-78� 97&:7�;�1���))�<'7�

&'(�)*+,(-.,/012,*3�41546�789/�:;<=:>/012,*3�4?@,5A?3B?.C�9**,DD�E1?(

Sheet and Description

B8-B9 B10-B11 B12-B14 B15-B17 B18 B19

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15214-2000 SURVEY AND STAKING, RETAINING WALL (Gabion Wall) LPSM All ALL

A0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE (Low

Water Crossing) EACH 7 7

A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 12 12

A0250 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 2.019 2.019

A0300 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 2.820 2.820

A0350 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 3.830 3.830

A0400 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0450 15401-0000 CONTRACTOR TESTING LPSM ALL

A0500 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0550 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0600 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0650 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0700 20101-0000 CLEARING AND GRUBBING ACRE 21.0 1.0 22.0

A0750 20301-0600 REMOVAL OF CATTLE GUARD EACH 4 4

A0800 20301-0700 REMOVAL OF DELINEATOR EACH 28 2 30

A0850 20301-1100 REMOVAL OF GATE EACH 2 2

A0900 20301-1900 REMOVAL OF PIPE CULVERT EACH 11 11

A0950 20301-2400 REMOVAL OF SIGN EACH 45 5 50

A1000 20302-0700 REMOVAL OF FENCE LNFT 7,281 519 7,800

A1050 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A1100 20402-0000 SUBEXCAVATION CUYD 250 As directed by CO

A1150 20420-0000 EMBANKMENT CONSTRUCTION CUYD 6,262 338 6,600

A1200 20425-1000 DITCH, EXCAVATION LNFT 380 20 400

A1250 20815-0000 COFFERDAMS LPSM ALL

A1300 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 1,221 79 1,300

A1350 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 963 37 1,000

A1400 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 588 54 642

A1450 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN LPSM ALL

A1500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 14,108.0 692.0 14,800.0

A1550 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 3.644 0.056 3.700

A1600 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 7,771.0 389.0 8,160.0

A1700 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 77.80 3.90 81.70

A1800 40601-0000 FOG SEAL TON 20.40 1.00 21.40

A1850 41102-1000 PRIME COAT, METHOD 1 SQYD 47,567 2,433 50,000

A1900 41105-0000 BLOTTER TON 100.0

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:2 P

M

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t

STATE PROJECT

B1

FLAP 159(1)

Catwalk Access RoadNM

SHEET

NUMBER

A002 7/26/2023

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

A1950 41201-0000 TACK COAT TON 20.40 1.00 21.40

A2000 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 2,746 139 2,885

A2050 60103-0000 CONCRETE, HEADWALL (TRIPLE 30-INCH) EACH 2 2 Includes wingwalls

A2100 60103-0000 CONCRETE, HEADWALL (QUADRUPLE 72-INCH) EACH 2 2 Includes wingwalls

A2150 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT EACH 2 2 Includes wingwalls

A2200 60103-0380 CONCRETE, HEADWALL FOR 96-INCH PIPE CULVERT EACH 2 2 Includes wingwalls

A2250 60103-0700 CONCRETE, HEADWALL FOR DOUBLE 48-INCH PIPE Includes wingwalls

CULVERT EACH 4 4

A2300 60201-0900 30-INCH PIPE CULVERT (RCP) LNFT 55 5 60

A2350 60201-1200 48-INCH PIPE CULVERT (RCP) LNFT 290 30 320

A2400 60201-1600 72-INCH PIPE CULVERT (RCP) LNFT 220 20 240

A2450 60201-2000 96-INCH PIPE CULVERT (CMP) LNFT 50 10 60

A2500 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (RCP) EACH 2 2

A2550 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 800 800

A2600 60704-0000 CLEANING CULVERT IN PLACE EACH 6 6

A2650 61801-0000 CONCRETE BARRIER LNFT 1,360 40 1,400

A2700 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 7,956 544 8,500

A2750 61902-0000 GATE EACH 2 2

A2800 61903-0700 CATTLE GUARD, 24 FEET EACH 4 4

A2850 61920-2000 REMOVE AND RESET GATE EACH 2 2

A2900 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A2950 62201-2750 MOTOR GRADER HOUR 20

A3000 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

A3050 62301-0000 GENERAL LABOR HOUR 40

A3100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A3150 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A3200 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 35,686 1,614 37,300

A3250 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 35,686 1,614 37,300

A3300 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 2,000 As Directed By The CO.

A3350 63301-0000 SIGN SYSTEM EACH 63 3 66

A3400 63302-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN SQFT 1 1

A3450 63308-2000 OBJECT MARKER, TYPE 2 EACH 16 2 18

A3500 63308-3000 OBJECT MARKER, TYPE 3 EACH 32 2 34

A3550 63309-0000 DELINEATOR EACH 30 As Directed By The CO.

A3600 63316-1000 REMOVE AND RESET SIGN EACH 6 1 7

A3650 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 37.11 0.89 38.00

A3700 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 1.09 0.11 1.20

A3750 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR LPSM ALL

A3800 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B2

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

A3850 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A3900 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40

A3950 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 8 8

A4000 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 3 3

A4050 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

A4100 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,000 1,000

A4150 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 800 800

A4200 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 3.83 0.07 3.90

A4250 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 4,000 4,000

A4300 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 2,000 2,000

A4350 63701-0000 FIELD OFFICE EACH 1

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B3

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

X0050 15101-0000 MOBILIZATION LPSM ALL

X0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

X0150 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE (Low

Water Crossing) EACH 1 1

X0200 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.330 0.330

X0250 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 0.041 0.041

X0300 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 0.206 0.206

X0350 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0400 15401-0000 CONTRACTOR TESTING LPSM ALL

X0450 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0500 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0550 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

X0600 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0650 20101-0000 CLEARING AND GRUBBING ACRE 1.8 0.2 2.0

X0700 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

X0750 20402-0000 SUBEXCAVATION CUYD 200 As Directed By The CO.

X0800 20420-0000 EMBANKMENT CONSTRUCTION CUYD 169 11 180

X0850 20425-1000 DITCH, EXCAVATION LNFT 60 10 70

X0900 20815-0000 COFFERDAMS LPSM ALL

X0950 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 822 38 860

X1000 25110-2500 GROUTED RIPRAP, METHOD B, CLASS 5 CUYD 722 53 775

X1050 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,065.3 34.7 1,100.0

X1100 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 0.041 0.009 0.050

X1150 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 172.4 7.6 180.0

X1250 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 1.7 0.3 2.0

X1350 40601-0000 FOG SEAL TON 0.43 0.07 0.50

X1400 41102-1000 PRIME COAT, METHOD 1 SQYD 1,058 42 1,100

X1450 41105-0000 BLOTTER TON 10.0

X1500 41201-0000 TACK COAT TON 0.43 0.07 0.50

X1550 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 2,438 202 2,640

A002 X1570 55103-1000 SHEET PILE, IN PLACE SQYD 170 30 200

A002 X1600 60101-0000 CONCRETE CUYD 57 3 60

X1650 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1 Includes wingwalls

X1700 60201-0800 24-INCH PIPE CULVERT (CMP) LNFT 150 10 160

X1750 61801-0000 CONCRETE BARRIER LNFT 170 30 200

X1800 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

X1850 62201-2750 MOTOR GRADER HOUR 20

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (4

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B4

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

X1900 62201-3000 HYDRAULIC EXCAVATOR HOUR 20

X1950 62301-0000 GENERAL LABOR HOUR 40

X2000 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

X2050 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

X2100 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 300 300

X2150 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 300 300

X2200 63308-2000 OBJECT MARKER, TYPE 2 EACH 1 1

X2250 63308-3000 OBJECT MARKER, TYPE 3 EACH 6 6

X2300 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR LPSM ALL

X2350 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

X2400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 40 40

X2450 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 10 10

X2500 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

X2550 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 150 150

X2600 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 0.21 0.04 0.25

X2650 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,600 1,600

X2700 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 800 800

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (5

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B5

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

Y0050 15101-0000 MOBILIZATION LPSM ALL

Y0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

Y0150 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 0.744 0.744

Y0200 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0250 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0300 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0350 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0400 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

Y0450 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0500 20120-1000 REMOVAL, INDIVIDUAL TREE Sta 31+50 to 33+00, Lt

EACH 10 As directed by CO.

Y0550 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

Y0600 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 8,355 420 8,775

Y0650 20402-0000 SUBEXCAVATION CUYD 500 As Directed By The CO.

Y0700 20425-1000 DITCH, EXCAVATION LNFT 20 10 30

Y0750 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 83 7 90

Y0800 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 169.7 10.3 180.0

Y0850 30301-6000 ROADWAY RECONDITIONING MILE 0.744 0.256 1.000

Y0900 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX,

1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 1,428.7 71.3 1,500.0

Y1000 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 14.34 0.66 15.00

Y1100 40601-0000 FOG SEAL TON 3.55 0.45 4.00

Y1150 41102-1000 PRIME COAT, METHOD 1 SQYD 8,434 416 8,850

Y1200 41105-0000 BLOTTER TON 25.0

Y1250 41201-0000 TACK COAT TON 3.65 0.35 4.00

Y1300 60201-0800 24-INCH PIPE CULVERT (CMP) LNFT 38 2 40

Y1350 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 500 As Directed By the CO.

Y1400 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

Y1450 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10

Y1500 62201-2750 MOTOR GRADER HOUR 10

Y1550 62201-3000 HYDRAULIC EXCAVATOR HOUR 10

Y1600 62301-0000 GENERAL LABOR HOUR 20

Y1650 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

Y1700 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

Y1750 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 500 As Directed By The CO.

Y1800 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 4

Y1850 63309-0000 DELINEATOR EACH 10 As Directed By The CO.

Y1900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR LPSM ALL

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (6

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B6

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Grading Summaries

Drainage Summaries

Surfacing Summaries

Perm. Signing and Striping Summaries

Temporary Traffic Control

Summaries

Misc.

Summaries

ALLOWANCE

Bid

Schedule

Y1950 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 90 90

Y2000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 110 110

Y2050 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 0.74 0.26 1.00

Y2100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 400 400

Y2150 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 200 200

-J u l-

:2 P

M

MileStone: NM FLAP 159(1) Amendment A002 Amendment Review Date: 07/25/23 Report Date: 07/25/23

N

N M

\1 (1

R o a d w a y\

S u p p o rt

C

FT

\p ro cu re m en t& a cq u is it io n s\

A

N M

FL

A P (1

S u m m a ry

Q u a n ti ti es

Fi n a l.

xl sm ]S h ee t (7

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B7

FLAP 159(1)

Catwalk Access RoadNM

SHEET

Sheet 1 of 1

OPTION Y

OPTION X

DRAINAGE SUMMARY

B11

2.

1.

Note:

Do not order culvert pipe, appurtances, until actual quantities are approved. in the field by the CO.

The quantities, locations, and skews shown here are approximate and are subject to field adjustment.

2.

1.

Note:

Do not order culvert pipe, appurtances, until actual quantities are approved. in the field by the CO.

The quantities, locations, and skews shown here are approximate and are subject to field adjustment.

AMENDMENT 002

Insert 55103-1000, SHEET PILE IN PLACE, SQYD

Delete 60101-0000, CONCRETE, CUYD

OPTION X:

AMENDMENT 002:

STATE PROJECT

P

M N N

M R o a d w a y S u p p o r t_

C F T p r o c u r e m e n t& a c q u is it io n s A D r a in a g e S u m m a r y .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

NM

CATWALK ACCESS ROAD

NM FLAP 159(1)

ti! �,� I\

C:

b

C)

I

C:

t:' C)

,_, 4 825

4 820

"> 4 815

LOW WATER CROSSING PLAN AND PROFILE

I

I CA TRON COUNTY I

100'

4 825

4 820

4 815

I AMENDMENT A002 7/26/2023 I

NOTE:

STATE PROJECT

SHEET

NUMBER

1.

2.

3.

4.

8.

9.

10.

11.

NM

Refer to the Tabulation of Quantities Sheets for more information.

Survey According to Section 152. Verify extent of proposed work prior to beginning construction.

Construct temporary diversion as necessary according to Section 157.

Construct and dewater cofferdams as necessary according to Section 208.

NM FLAP 159(1)

CATWALK ACCESS ROAD

Excavate according to Section 204. Remove material unsuitable for use. Regrade existing channel bed to drain after placing Riprap armoring.

D2

Provide superelevation transitions at the beginning and end of the low water crossing. Transition superelevation back to match existing. Do not exceed a maximum relative gradient of 0.66 or 6% maximum rate of transition per station (100 ft). Submit transition lengths and locations to the CO.

Provide sheet piling with a minimum thickness of 0.375 inches and an interlocking feature to ensure adjacent piles maintain alignment. Steel sheet piling is required to use a non-impact, vibratory hammer for installation. Provide manufacturer of sheet pile information to the CO for approval. Embed top of sheet pile in minor concrete pavement.

Place riprap according to Section 251. Place Geotextile, Class 1, Type C, Nonwoven under proposed riprap armorment.

Place Riprap armorment as shown in the drawing and typical section.

Construct Roadway Aggregate, Method 2 according to Section 302. Where no armorment or cutoff wall is shown, construct shoulder using Roadway Aggregate, Method 2 according to Detail A.

Place Minor Concrete Pavement, Reinforced according to Section 501. Transition concrete to asphalt per Special 401-A.

Refer to Standards 501-1 and 501-2 for concrete pavement reinforcement and jointing details.

Backfill to natural channel flow line with native material. Backfill is incidental to the riprap item.

Refer to Clearing reports for offsets to clearing limits.

Clearing and construction limits Varies 20' 18' Varies 16' 3'

Flo�

Traveled Way

10' (j 10' r Traveled Traveled way way

Clear Zone

18' ldr Concrete

Surface

Riprap, Class V, Grouted Armoring iprap, Class I I

Riprap, Class V, Grouted

Existing ground

- 10�ej fl p==e���=i��e�����e���=i:��:__T ____ 7L---♦

Backfill@ 10' (typ.J

6" Roadway Aggregate, Method 2

8" Minor Concrete Pavement, Reinforced

Place 55103-1000, Sheet Pile, In Place cutoff wall. 6" dia. drain pipe with

7. screen end caps (typ.)

Granular Rock Backdrain (typ.)

Geotextile, Class 1, Type C, Nonwoven (typ.)

TYPICAL SECTION

CONCRETE LOW WATER CROSSING

SECTION A-A'

Clear Zone

1' 1' Shldr Traveled Way

See Low Water Crossing and Concrete Pavement Structural Sections for more information

Embankment material Shoulder up with

DETAIL A

Roadway Aggregate, Method 2 (Detail applies to both right and left sides of roadway)

Varies

Elevation 4,796'

I 4• (typ.J

Elevation 4,792'

L Riprap, Class III

Geotextile, Class 1, Type C, Nonwoven (typ.J

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

OPTION X

LOW WATER CROSSING

CATWALK ACCESS ROAD

76+18 to 78+00

Sheet 1 of 2

5' - 10' Varies

I

Class V/Class III Slope Armoring Interface.

Riprap, Class III

I CA TRON COUNTY I

Regrade existing drainage channel, approximately 50'

Clearing and Construction Limits

Varies

100'

NOTE:

STATE

NM

I AMENDMENT A002 I

PROJECT

SHEET

NUMBER

D3

1. Refer to sheet 1 for additional notes. Unless otherwise shown, notes referenced on this sheet refer to notes on sheet 1.

NM FLAP 159(1)

CATWALK ACCESS ROAD

5' - 10'

6' (typ.)

Varies

9' (typ.)

Clearin and Construction Limits

Channel Slope Armoring Channel Bottom Armoring

Riprap, Class V, Grouted

6" dia. drain pipe with screen end caps (typ.)

Channel Backfill @

������i7"7 t Elevation 4,796'

Granular Rock Backdrain (typ.)

Geotextile, Class 1, Type C, Nonwoven (typ.)

TYPICAL SECTION

CHANNEL ARMORING

SECTION B-B'

4' (typ.)

Riprap, Class III

Geotextile, Class 1, Type C, Nonwoven (typ.)

Slope Armoring Interface

Gabion Wall

5' Lift Thickness

6" Drain pipe (typ.)

TYPICAL SECTION

SLOPE ARMORING INTERFACE

SECTION c-c·

Channel Slope Armoring Channel Bed Channel Slope Armoring

Geotextile, Class 1, Type C, Nonwoven (typ.)

Riprap, Class III

Regrade channel surface

10'(t�)- -� Ex�Ung-Gro-;;nd (t;p)- - - --- --;0-:(�;)

Embeddment . El t· Embeddment

���w�--- -��M e��

4,792' (typ.) 4,792' (typ.)

TYPICAL SECTION

s; CHANNEL ARMORING

Riprap, Class III

Geotextile, Class 1, Type C, Nonwoven (typ.)

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

OPTION X

LOW WATER CROSSING

CATWALK ACCESS ROAD

76+18 to 78+00

Sheet 2 of 2

� SECTION D-D'

L.. ___________________________ ..;_.....;_.....; ______________________________________________ ....., __________________ _,