SF30_A005.pdf
PDF 2 MB Posted
- Attached to
- NM FLAP 100(1) Soledad Canyon Road Federal contract opportunity
- Solicitation number
- 698219B000026
About this file
Amendment to the plan set
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabulation_NM_FLAP_100(1).pdf | ||
| Bid_Opening_Summary.pdf | ||
| Soledad_Q_A_11.28.2018.pdf | ||
| SF30_A004.pdf | ||
| SF30_A003.pdf | ||
| SF30_A002.pdf | ||
| Soledad_Q_A_11.19.2018.pdf | ||
| 6982AF18B000026_Amendment_A001_11-15-18.pdf | ||
| 6982AF18B000026.pdf | ||
| NM_FLAP_100(1)_Cross_Sections.pdf | ||
| NM_FLAP_100(1)_Soledad_Final_Plans.pdf | ||
| Soledad_Canyon_Pavement_Report_20180731.pdf | ||
| NM_FLAP_100(1)_Drainage_Report.pdf |
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Text version
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
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
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
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
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)
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.
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)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
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
Amendment A005 11/27/2018
NO SCALE
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
not the advisory speed.
Approach speed based on the regulatory posted speed, *
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
STOP
HERE ON
RED
ROAD WORK
END
ROAD WORK
END STOP
HERE ON
RED
LENGTH
BUFFER SPACE
Expressway / Freeway xx
MPH
ONE LANE
ROAD
AHEAD
WORK
ROAD
AHEAD
635-9
STANDARD APPROVED FOR USE 6/2005
DRAFT: 9/2016
REVISED:
MPH FEET
SPACING IN FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
(WITH SIGNALS)
SINGLE LANE CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
STATE PROJECT
NUMBER
SHEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
B o r d e r .U
S c m y fi le s p w p r o d u c ti o n d F L
H C e ll s .d g n li b
A
M
F e b r u a r y
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
(optional) light warning
Type B
See Note 5
STOP LINE
Channelizing devices
See Note 5
STOP LINE
See Note 2
Temporary traffic signal to provide access to work space downstream taper if necessary
Reduce or eliminate drums in
See Note 2
Temporary traffic signal it has two signal faces that are at least 8 feet apart and meets the other
50' - 100' 50' - 100' (optional)
See Note 7
10' min.
40' - 180'
40' - 180'
(optional)
W1-4
(optional) (optional)
WORK SPACE
Traffic flow
Traffic flow
W3-3
R10-6
See Note 6
G20-2
See Note 6
G20-2
Spacing Table)
(See Length and
8.
7.
6.
5.
4.
3.
2.
1.
See Note 6
W20-1 W20-4
(optional)
W13-1P
R10-6
NOTE:
A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.
Signs are shown for one direction of travel only. Place devices similar to those
ADVANCE WARNING AREA (See Sign Spacing Table)
ABC
(See Length and Spacing Table) VARIABLE TERMINATION AREA
BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A
Device spacingSee Note 5 the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
Section 156.
For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.
Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.
markers between the work space and the stop line. Add no-passing lines in
Section 3B.16. Remove existing conflicting pavement markings and raised
For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer.
conditions as approved by the CO. If signals are moved, revised signal timing
Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches.
engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified
Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.
Amendment A005 11/27/2018
| NM FLAP 100(1) 100% SCRs 2018-11-21.pdf |
| SPECIAL CONTRACT REQUIREMENTS |
| Section 101. – TERMS, FORMAT, AND DEFINITIONS |
| Section 105. — CONTROL OF MATERIAL |
| Section 106. — ACCEPTANCE OF WORK |
| Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC |
| Section 108. — PROSECUTION AND PROGRESS |
| Section 109. — MEASUREMENT AND PAYMENT |
| Section 152. — CONSTRUCTION SURVEY AND STAKING |
| Section 153. — CONTRACTOR QUALITY CONTROL |
| Section 154. — CONTRACTOR SAMPLING AND TESTING |
| Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS |
| Section 156. — PUBLIC TRAFFIC |
| Section 157. — SOIL EROSION AND SEDIMENT CONTROL |
| Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS |
| Section 204. — EXCAVATION AND EMBANKMENT |
| Section 301. — UNTREATED AGGREGATE COURSES |
| Section 304. — FULL DEPTH RECLAMATION |
| Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD |
| Section 501. — MINOR CONCRETE PAVEMENT |
| Section 601. — MINOR CONCRETE STRUCTURES |
| Section 609. — CURB AND GUTTER |
| Section 611. — WATER SYSTEMS |
| Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS |
| Section 623. — GENERAL LABOR |
| Section 625. — TURF ESTABLISHMENT |
| Section 628. — MAILBOX ASSEMBLY (NEW SECTION) |
| Section 633. — PERMANENT TRAFFIC CONTROL |
| Section 634. — PERMANENT PAVEMENT MARKINGS |
| Section 635. — TEMPORARY TRAFFIC CONTROL |
| Section 646. — BUILDING, FIXTURES, AND MAINTENANCE |
| Section 702. — ASPHALT MATERIAL |
| Section 703. — AGGREGATE |
| Section 704. – SOIL |
| Section 705. — ROCK |
| Section 713. — ROADSIDE IMPROVEMENT MATERIAL |
| Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL |
| Section 725. — MISCELLANEOUS MATERIAL |
| ALL NM FLAP 10091) Soledad Summary 2018-11-26 A004.pdf |
| B1 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B2 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B3 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B4 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B5 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B6 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| B7 NM FLAP 10091) Soledad Summary 2018-11-26 HSH |
| Std635-9 - T-28.pdf |
| FLH Standard Drawings |
| 635-9 : Temporary Traffic Control, Single Lane Closure Layout (with Signals) |
| Metric |
| US Customary |
| topmostSubform[0]: |
| Page1[0]: |
| AmendmentNo[0]: A005 |
| Code[0]: 6905001 |
| Code[1]: |
| AccountingData[0]: |
| A13[0]: |
| C13[0]: |
| D13[0]: |
| NameandTitleSigner[0]: |
| NameandTitleOfficer[0]: |
| Description[0]: Project: NM FLAP 100(1), Soledad Canyon Road Solicitation: |
Replace page A1 of the Plan Set with new page A1 dated 11/27/2018.
Replace page T28 of the Plan Set with new page T28 dated 11/27/2018
*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.)
| FacilityCode[0]: |
| Code[2]: |
| IssuedBy[0]: FEDERAL HIGHWAY ADMINISTRATION |
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
| NameandAddress[0]: |
| AdministeredBy[0]: |
| ContractIDCode[0]: |
| ReqNumber[0]: |
| AmendmentNo[1]: 6982AF18B000026 |
| ModificationNo[0]: |
| ProjectNo[0]: NM FLAP 100(1) |
| Page[0]: 1 |
| Pages[0]: 3 |
| EffectiveDate[0]: 11/27/2018 |
| Dated9B[0]: 10/17/2018 |
| Dated10B[0]: |
| CheckBox9[0]: 1 |
| CheckBox10[0]: Off |
| CheckBox11[0]: 1 |
| CheckBox13A[0]: Off |
| CheckBox13B[0]: Off |
| CheckBox13C[0]: Off |
| CheckBox13D[0]: Off |
| IsNot[0]: Off |
| Is[0]: 1 |
| Extended[0]: Off |
| NotExtended[0]: 1 |
| DateSigned[0]: |
| DateSigned[1]: |
| Copies[0]: 0* |
| CopiesReturned[0]: *See Item 14 |
| State: NM |
| Project: NM FLAP 100(1) |
| 635-9: T28 |
| NPS: |
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