A06_SPECIFICATIONS_RED_BRIDGE_CAMPGROUND.pdf

United States Department of the Interior Bureau of Land Management

Gunnison Field Office Colorado

Red Bridge Campground Improvements

SPECIFICATIONS

Red Bridge Campground Improvements Specifications

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 46 00 QUALITY CONTROL

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 30 00 FENCE REPAIR

-- 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

The work includes, but is not limited to; toilet parking and access construction, demolition of wood barriers and wood bollards, and boulder placement.

1.2 LOCATION

From Powderhorn Colorado: travel south on highway 149 towards Lake City for approximately 8 miles. Turn right on Blue Mesa road, travel approximately 2 miles, the campground is on the left.

The campground can be found by searching "Red Bridge Campground" in google maps.

Google maps address: 2258 Blue Mesa Rd, Powderhorn, CO 81243

1.3 WORK SCHEDULE

Work shall be completed within 150 days of the Notice to Proceed. Work is not allowed on Federal holidays. Work shall occur Monday through Friday.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

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 MOBILIZATION AND DEMOBILIZATION

1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

When 15% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 8% of the original Contract amount, whichever is lesser, will be paid.

Upon completion of work for the project, payment of the amount bid for mobilization in excess of 8% of the original Contract amount, will be paid.

1.1.2 Unit of Measure

Unit of measure: job.

1.2 DEMOLITION AND DISPOSAL

1.2.1 Payment

Payment will be made for all costs associated with demolition. Including transportation and disposal.

1.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 3

1.3 FENCE REPAIR

1.3.1 Payment

Payment will be made for all costs associated repairing the fence.

1.3.2 Unit of Measure

Unit of measure: Job.

1.4 SITE GRADING

1.4.1 Payment

Payment will be made for all costs associated with site grading.

Including; excavation, transportation, and placement of material.

1.4.2 Unit of Measure

Unit of measure: Job.

1.5 AGGREGATE BASE COURSE

1.5.1 Payment

Payment will be made for all costs associated with providing aggregate base course. Including preparation, transportation, and placement. Submit weight tickets for payment.

1.5.2 Unit of Measure

Unit of measure: ton.

1.6 BOULDERS

1.6.1 Payment

Payment will be made for all costs associated with providing boulders.

1.6.2 Unit of Measure

Unit of measure: Each.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 4

SECTION 01 20 00 Page 5

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, work listed in the bid schedule, 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 6

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 7

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.

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 appropriate changes. No work shall proceed for this item until

SECTION 01 33 00 Page 8 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 9

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

Red Bridge Campground Improvements

01 32 01 SD-01 Preconstruction Submittals

GInitial Project Schedule

01 46 00 SD-01 Preconstruction Submittals

1.2 GQuality Control (QC) Manager

31 00 00 SD-03 Product Data

2.1 GAggregate Base Course

SD-07 Certificates

3.6Aggregate Weight Tickets

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 01 46 00

QUALITY CONTROL

PART 1 GENERAL

1.1 QUALITY CONTROL

Contractor shall establish and maintain an effective quality control (QC) system that complies with FAR 52.246-12 Inspection of Construction.

Quality control (QC) is comprised of plans, procedures, and organization necessary to produce an end product that complies with the contract requirements.

1.2 QUALITY CONTROL MANAGER

Provide a quality control (QC) manager at the work site to implement and manage the QC program. The QC Manager may also be the project superintendent.

1.3 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

Quality Control (QC) Manager ; G

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 QUALITY CONTROL

Contractor shall ensure that the construction complies with the requirements of the contract. At a minimum, perform the following prior to beginning work on each definable feature of work:

Review each paragraph of the applicable specification sections.

Review the contract drawings.

Verify that appropriate submittals have been approved.

Verify that the required preliminary work has been completed and complies with the contract.

Do not build upon nor conceal non-conforming work.

SECTION 01 46 00 Page 10

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

Provide all materials and labor necessary to demolish and remove existing wood barriers and wood bollards.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PROTECTION OF EXISTING FEATURES

Take necessary precautions to avoid damage to existing trees, vegetation, and campground amenities which might be damaged during demolition.

3.2 WOOD BARRIERS AND WOOD BOLLARDS

Remove wood bollards and wood barriers. The Contracting Officer's Representative may designate some wood bollards to remain in place.

Use material excavated from the toilet parking to backfill holes created by the removal.

Approximate Demolition Quantities Demolition Item Approximate Quantity

Wood Barriers 27

Wood Bollards 74

3.3 DISPOSAL OF REMOVED MATERIALS

All materials removed, shall become the property of the Contractor and shall be removed from Government property and disposed of in a legal manor.

SECTION 02 41 00 Page 11

SECTION 31 00 00

EARTHWORK

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-03 Product Data

Aggregate Base Course ; G

SD-07 Certificates

Aggregate Weight Tickets

PART 2 PRODUCTS

2.1 AGGREGATE BASE COURSE

Aggregate base course shall meet the requirements of Colorado Department of Transportation Standard Specifications for Road and Bridge Construction 2023, section 703 AGGREGATES. Aggregate base course gradation shall meet the gradation shown in Table 703-2, Class 6.

2.2 BOULDERS

Imported boulders shall be solid rock and have a roughly cubic shape with minimum dimensions of 30 inches in all directions.

PART 3 EXECUTION

3.1 UNDERGROUND UTILITIES

The Contractor is responsible for locating underground utilities prior to construction. The Government is not aware of any underground utilities, however the Contractor shall verify the presence or absence prior to construction.

3.2 GENERAL EXCAVATION

Perform excavation of every type of material encountered to the lines, grades, and elevations indicated and as specified. During construction, perform excavation and fill in a manner and sequence that will provide proper drainage at all times.

3.3 GROUND SURFACE PREPARATION

Do not perform construction when surfaces are frozen or muddy. Prepare the subgrade to a smooth and compact surface in accordance with the lines, grades, and cross sections or elevations shown. Shape subgrade to drain.

SECTION 31 00 00 Page 12

3.4 TOILET PARKING AND ACCESS

Excavate for toilet parking as shown on the drawings. Regrade, as necessary, to provide toilet parking and access surface slopes less than 2%. Provide aggregate, 6 inch thickness, for the toilet parking and access. Compact the aggregate over the full width. Provide moisture, as required, to provide a firm surface without any soft areas.

3.5 AGGREGATE PLACEMENT - EXISTING CAMPGROUND

Aggregate in the existing campground shall not be placed until after the toilet and parking access is complete, and after demolition and boulder placement is complete. Remaining aggregate shall be placed in the existing campground at locations designated by the Contracting Officer's Representative. Spread aggregate uniformly and shape drain.

3.6 AGGREGATE WEIGHT TICKETS

Submit aggregate weight tickets . Weight tickets are required prior to payment.

3.7 EXCAVATION QUANTITY

The toilet parking requires approximately 30 cubic yards of material excavation.

3.8 EXCESS MATERIAL DISPOSAL

Place excavated material in the holes created by the removal of bollards.

All bollard holes shall be filled. Place excavated material in the hole, or depression, adjacent to the existing toilet on the southeast side of the toilet. Remaining excess material shall be placed next to the existing toilet excavation spoil pile as shown on the drawings.

3.9 FINISHING

Finish the surfaces to a smooth and compact surface in accordance with the lines, grades, and cross sections or elevations shown. Provide the degree of finish for graded areas within 0.2 foot of the grades and elevations indicated. Finish surfaces in a manner that will result in effective drainage, regardless of tolerance.

3.10 BOULDERS

Boulder locations shown on the drawings are approximate. Boulders shall be placed to delineate campsite parking and prohibit off road travel.

Exact location of boulders shall be marked by the Contracting Officer's Representative. Bury boulders as shown on the plans.

3.11 RESTORATION

Fix, restore, or regrade any damage to the parking areas, road, or any other part of the campground caused by the Contractor in completion of the work.

SECTION 31 00 00 Page 13

SECTION 32 30 00

FENCE REPAIR

PART 1 GENERAL

1.1 SECTION SUMMARY

Repair the existing wood fence in two locations.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 FENCE REPAIR

The existing campground fence is missing horizontal members in two locations. Contractor shall provide two horizontal members. Horizontal members shall be of the same type, and installed in the same manor, as the existing fence. Replacement horizontal members shall be firmly secured to the vertical posts.

SECTION 32 30 00 Page 14