A06_-140L1722Q0028-_Specifications_1.pdf

United States Department of the Interior Bureau of Land Management

Uncompahgre Field Office

Gunnison Gorge Fencing 2022

SPECIFICATIONS

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 12 00 GOVERNMENT SUPPLIED MATERIAL

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

DI VI SI ON 05 - METALS

05 50 13 STEEL POST AND CABLE FENCE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

Install fencing and gates at specified locations.

1.2 LOCATION

The project is located near Delta, CO. The work is distributed at three different locations within the Gunnison Gorge National Recreation Area.

Elephant Skin Road Fencing - Start Latitude: 38.536180° Longitude: -107.868244°

Elephant Skin Road Fencing - End Latitude: 38.544164° Longitude: -107.862880°

Delta Reservoir Approximate Location Latitude: 38.810020° Longitude: -108.070445°

Orchard River Access Approximate Location Latitude: 38.779057° Longitude: -107.853006°

1.3 WORK SCHEDULE

Work shall be completed within 150 days of issuance of the Notice to Proceed. Work shall occur Monday - Friday, excluding federal holidays.

1.4 ORDER OF WORK

The fencing along Elephant Skin road shall be completed first, using the primary, Government supplied, materials.

The primary materials shall be used first. The secondary materials may be used after the primary materials are installed.

1.5 GOVERNMENT SUPPLIED MATERIALS

See section 01 12 00 GOVERNMENT SUPPLIED MATERIAL for Government supplied materials.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 11 00 Page 3

SECTION 01 12 00

GOVERNMENT SUPPLIED MATERIAL

PART 1 GENERAL

1.1 LOCATION

The material is located at the Montrose Public Lands Center.

2465 South Townsend Ave Montrose, CO 81401

Contractor is responsible for loading and transporting material.

PART 2 PRODUCTS

The following material is available for Contractor to use to construct fencing.

2.1 PRIMARY MATERIALS

These materials shall be used first.

Quantity Item

306 3.5 inch (3 inch nominal) Schedule 80 Steel pipe, 10 foot length

68 3.5 inch (3 inch nominal) Schedule 80 Steel pipe, 5 foot length, with post cap

607 Steel post cap

5 1,680 foot roll of 9/16 inch Steel Wire Rope

420 9/16 inch Wire Rope Clamp

2.2 SECONDARY MATERIALS

Secondary materials may be used after the primary materials have been used.

Quantity Item

5,000 feet 1/4 inch steel wire rope

300 2.875 inch (2.5 inch nominal) diameter steel pipe, with cap and hole drilled

PART 3 EXECUTION

Not Used.

SECTION 01 12 00 Page 4

SECTION 01 12 00 Page 5

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

Payment items for the work of this contract for which contract payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1 STEEL POST AND CABLE FENCE - ELEPHANT SKIN ROAD

1.1.1 Payment

Payment will be made for all costs associated with providing and installing fencing.

1.1.2 Unit of Measure

Unit of measure: linear foot, measured straight between posts.

1.2 STEEL POST AND CABLE FENCE - ORCHARD SITE

1.2.1 Payment

Payment will be made for all costs associated with providing and installing fencing.

1.2.2 Unit of Measure

Unit of measure: linear foot, measured straight between posts.

1.3 STEEL POST AND CABLE FENCE - NORTH DELTA

1.3.1 Payment

Payment will be made for all costs associated with providing and installing fencing.

1.3.2 Unit of Measure

Unit of measure: linear foot, measured straight between posts.

SECTION 01 20 00 Page 6

1.4 GATE - ELEPHANT SKIN ROAD

1.4.1 Payment

Payment will be made for all costs associated with providing and installing gate.

1.4.2 Unit of Measure

Unit of measure: each.

1.5 GATE - ORCHARD SITE

1.5.1 Payment

Payment will be made for all costs associated with providing and installing gate.

1.5.2 Unit of Measure

Unit of measure: each.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 7

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule ; G

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, and pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required.

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution.

3.2.2 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of submittals.

b. Long procurement activities

c. Contractor's pre-final inspection.

d. Government's pre-final inspection.

e. Final inspection.

SECTION 01 32 01 Page 8

3.2.3 Government Activities

Include Government activities that could impact progress. These activities include, but are not limited to: Government inspections of work, Government approval of submittals.

3.3 WEEKLY PROGRESS MEETINGS

Conduct a weekly meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule, the Contracting Officer may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.4.2 Recovery Schedule

Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to FAR 52.236-15 Schedules for Construction Contracts.

SECTION 01 32 01 Page 9

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

1.2 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer's Representative is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.3 GOVERNMENT APPROVING AUTHORITY

The Contracting Officer's Representative will:

a. Note the date on which the submittal was received.

b. Review submittals for approval within 10 days of receipt.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, one copy of the submittal will be retained by the Contracting Officer's Representative and one copy of the submittal will be returned to the Contractor.

1.3.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided the Contractor takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with

SECTION 01 33 00 Page 10 appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.4 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer's Representative. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

01 32 01 GInitial Project Schedule

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SECTION 05 50 20

STEEL POST AND CABLE FENCE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

PART 2 PRODUCTS

2.1 CONTRACTOR SUPPLIED MATERIALS

Contractor supplied materials needed to complete the work include, but are not limited to:

Material Estimated Quantity

Thimbles Dependent on length (number) of wire rope runs

Steel Rings Dependent on length (number) of wire rope runs

Gate chain 3 gates

Gate locks 6

1/4 inch wire rope clamps Dependent on length (number) of wire rope runs

Concrete or grout Dependent on Contractor's ability to drive steel posts

Material to secure wire to posts (every third post)

Dependent on length (number) of wire rope runs

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

Verify all field dimensions prior to fabrication. Set steel pipe vertical and plumb. Layout the fence line continuous and straight, make curves consistent and smooth. Drive posts without disturbing in-situ soil.

3.1.1 DRILLED HOLES

Solid rock may be present at fence post locations. If holes are drilled

SECTION 05 50 13 Page 12 to facilitate post installation, then high strength, non-shrink grout shall be placed between any gaps in the fence post and the drilled hole.

3.2 WELDING

Perform welding in accordance with AWS D1.1/D1.1M

3.3 WIRE ROPE

Wire rope shall be permanently and securely fastened to every third fence post to prevent movement of wire through the post. There are several different ways to achieve this requirement. The contractor may choose any method that permanently prevents movement of wire through the post.

Wire rope shall be installed with as few splices as practical.

SECTION 05 50 13 Page 13

PART 3 EXECUTION