A04 SOW Box Elder Site Improvements.pdf

Box Elder Recreation Site Improvements BOXELDER

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

DI VI SI ON 05 - METALS

05 50 12 STEEL GATE

DI VI SI ON 08 - OPENI NGS

08 11 15 RESTROOM DOOR REPLACEMENT

DI VI SI ON 12 - FURNI SHI NGS

12 93 00 SITE FURNISHINGS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND TRIMMING

31 20 00 IMPORTED BOULDERS

-- 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 recreation site improvement project includes, but is not limited to;

road construction, parking area construction, gate construction, importing and placing boulders, picnic table and fire ring installation, picnic table and fire ring relocation, campsite post identification construction, and replacement of a restroom door.

1.2 LOCATION

The project is located approximately 8 miles west of the city of Dove Creek, CO. On Dolores county road 10.

Approximate GPS coordinates:

Latitude 37.800973° Longitude -108.824520°

1.3 WORK SCHEDULE

Work shall occur Monday - Friday, excluding federal holidays.

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

1.1 PAYMENT ITEMS

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.

1.1.1 MOBILIZATION AND DEMOBILIZATION

1.1.1.1 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.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 CLEARING AND TRIMMING

1.1.2.1 Payment

Payment will be made for all costs associated with clearing and trimming.

Including transportation and disposal of materials off site.

1.1.2.2 Unit of Measure

Unit of measure: Square Yard

SECTION 01 20 00 Page 3

1.1.3 AGGREGATE SURFACING - 4" THICKNESS - OVER NATIVE SURFACE AREAS

1.1.3.1 Payment

Payment will be made for all costs associated with providing aggregate surfacing. Including subgrade preparation, transportation, placement, and compaction.

1.1.3.2 Unit of Measure

Unit of measure: Square Yard

1.1.4 AGGREGATE SURFACING - 2" THICKNESS - OVER EXISTING SURFACED AREAS

1.1.4.1 Payment

Payment will be made for all costs associated with providing aggregate surfacing. Including subgrade preparation, transportation, placement, and compaction.

1.1.4.2 Unit of Measure

Unit of measure: Square Yard

1.1.5 GATE

1.1.5.1 Payment

Payment will be made for all costs associated with providing the gate, including concrete, signs, and painting.

1.1.5.2 Unit of Measure

Unit of measure: each

1.1.6 IMPORTED BOULDERS

1.1.6.1 Payment

Payment will be made for all costs associated with importing and placing boulders, the unit price will be same regardless of which borrow source is utilized.

1.1.6.2 Unit of Measure

Unit of measure: each

SECTION 01 20 00 Page 4

1.1.7 REMOVAL OF CLEARING SLASH AND LOGS

1.1.7.1 Payment

Payment will be made for all costs associated with removing clearing slash and logs. Including transportation and off-site disposal of materials.

1.1.7.2 Unit of Measure

Unit of measure: Job.

1.1.8 PICNIC TABLE

1.1.8.1 Payment

Payment will be made for all costs associated with providing picnic table. Including aggregate under and around the picnic table.

1.1.8.2 Unit of Measure

Unit of measure: Each.

1.1.9 ACCESSIBLE FIRE RING

1.1.9.1 Payment

Payment will be made for all costs associated with providing accessible fire ring. Including aggregate and concrete foundation.

1.1.9.2 Unit of Measure

Unit of measure: Each.

1.1.10 CAMPSITE IDENTIFICATION POSTS

1.1.10.1 Payment

Payment will be made for all costs associated with providing campsite identification posts. Including site identification sign.

1.1.10.2 Unit of Measure

Unit of measure: Each.

1.1.11 RESTROOM DOOR REPLACEMENT

1.1.11.1 Payment

Payment will be made for all costs associated with replacing the restroom door.

SECTION 01 20 00 Page 5

1.1.11.2 Unit of Measure

Unit of measure: Each.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 6

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 7

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 8

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 9 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 10

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

Box Elder Recreation Site Improvements

01 32 01 SD-01 Preconstruction Submittals

GInitial Project Schedule

12 93 00 SD-03 Product Data

2.2 GPicnic Tables

2.1 GFire Rings

31 00 00 SD-03 Product Data

2.1 GAggregate Base Course

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 12

STEEL GATE

PART 1 GENERAL

Provide a steel gate as shown on the plans and as specified below.

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

MASTER PAINTERS INSTITUTE (MPI)

MPI 23 (2012) Primer, Metal, Surface Tolerant

MPI 94 (2012) Alkyd, Exterior, Semi-Gloss (MPI Gloss Level 5)

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 1 (2015) Solvent Cleaning

PART 2 PRODUCTS

2.1 STEEL

Steel shall pipe shall be in accordance with ASTM A53/A53M, and manufactured in the United States.

2.2 PAINT

Metal Primer MPI 23

Intermediate Coat MPI 94

Top Coat MPI 94

Dry Film Thickness 5.25 mils

SECTION 05 50 12 Page 11

Color Brown

2.3 SIGNS

Signs shall comply with the Manual of Uniform Traffic Control Devices (MUTCD). OM4-1 signs shall be 18" x 18". OM2-2V signs shall be 12" x 6".

2.4 CONCRETE

Concrete shall have a minimum compressive strength of 3,000 psi.

PART 3 EXECUTION

3.1 FABRICATION, WELDING, AND INSTALLATION

Verify all dimensions prior to fabrication. Notify the Contracting Officer's Representative of any errors in the plans prior to welding.

Perform welding in accordance with AWS D1.1/D1.1M . Field verify post locations prior to setting. Set posts vertically in concrete piers. Fill posts with concrete.

3.2 PAINT

Prepare surfaces for paint in accordance with SSPC SP 1 . Apply a primer coat, intermediate coat, and finish coat of paint.

3.3 SIGNS

Firmly secure signs to the gate and gate posts. Provide galvanized or stainless steel hardware.

SECTION 05 50 12 Page 12

SECTION 08 11 15

RESTROOM DOOR REPLACEMENT

PART 1 GENERAL

Replace a restroom door.

PART 2 PRODUCTS

Door, weather stripping, and lock hardware will be provided by the BLM.

PART 3 EXECUTION

Contractor shall replace the restroom door. Existing door shall become the property of the contractor and shall be disposed of legally off public lands.

SECTION 08 11 15 Page 13

SECTION 12 93 00

SITE FURNISHINGS

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Picnic Tables ; G

Fire Rings ; G

PART 2 PRODUCTS

2.1 FIRE RINGS

Accessible fire ring shall be compliant with the American with Disability Act (ADA). Accessible fire rings shall be as manufactured by Pilot Rock or approved equal. Note: Jamestown Advanced Products will NOT be approved as an "or equal".

Pilot Rock Fire Ring Model: M-32/17/PA

2.1.1 Fire Ring Anchors

Fire rings shall be anchored with three steel pins and encased in concrete as shown on the drawings.

2.2 PICNIC TABLES

Picnic tables shall be "one piece" reinforced concrete as manufactured by Outdoor Creations Inc. or approved equal, with the Bureau of Land Management (BLM) logo cast into both sides of the table.

Outdoor Creations Inc. Model 100S.

2.3 SITE NUMBER IDENTIFICATION SIGNS

Site identification signs shall have rounded corners, rectangular shape, and 2 inch letters. The sign shall be HDPE plastic, composed of 3 layers;

the two outside layers colored brown, and the center layer colored yellow. The outer layer shall have the numbering routed into the sign exposing the inner layer. Each sign shall have a different number, 1 through 12.

There are several sources that provide signs. Below are a couple.

https://www.woodproductsigns.com/hdpe-plastic https://www.rockartsigns.com

SECTION 12 93 00 Page 14

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Fire Rings

Grade the ground surface level prior to placing fire rings. Fire rings shall be placed in locations staked by the Contracting Officer's Representative.

3.1.1.1 Fire ring assembly

New parts must be acquired from the manufacturer; substitute parts will not be accepted unless approved by the manufacturer. Fire rings must be assembled according to manufacturer's instructions or as indicated in the drawings.

3.1.2 Picnic Tables

Grade the ground surface level prior to placing picnic tables. Place aggregate under the picnic tables as shown on the drawings. Picnic tables shall be placed in locations staked by the Contracting Officer.

3.1.3 Campsite Identification Posts

Install campsite identification posts plumb. Compact backfill as necessary to make a firm installation. Secure the site number identification signs securely with exterior screws.

SECTION 12 93 00 Page 15

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

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 2019, section 703 AGGREGATES. Aggregate base course gradation shall meet the gradation shown in Table 703-2, Class 6.

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

Clear and trim in accordance with section 31 11 00 . 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.

3.4 SUBGRADE PREPARATION AND COMPACTION

Grade the native surface smooth, free of ruts and depressions. Compact the native surface by operating compaction equipment over the full width.

Moisture condition as necessary to achieve compaction. Continue compaction until a firm surface is achieved, without any soft areas, and a minimum of 3 passes over the entire width.

SECTION 31 00 00 Page 16

3.5 EXISTING AGGREGATE PREPARATION AND COMPACTION

Grade existing aggregate to a smooth surface free of ruts and depressions. Compact the existing aggregate surface by operating compaction equipment over the full width. Moisture condition as necessary to achieve compaction. Continue compaction until a firm surface is achieved, without any soft areas, and a minimum of 3 passes over the entire width.

3.6 AGGREGATE PLACEMENT AND COMPACTION

Grade aggregate to a smooth surface free of ruts and depressions. Compact the aggregate by operating compaction equipment over the full width.

Moisture condition as necessary to achieve compaction. Continue compaction until a firm surface is achieved, without any soft areas, and a minimum of 3 passes over the entire width.

3.7 FINISHING

Finish the surfaces to a smooth and compact surface in accordance with the lines, grades, and cross sections or elevations shown on the plans.

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.

SECTION 31 00 00 Page 17

SECTION 31 11 00

CLEARING AND TRIMMING

PART 1 GENERAL

The contractor shall clear and trim in, and around, areas shown on the plans.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PROTECTION

Trees, within the clearing limits, and larger than 6 inches in diameter shall be protected unless flagged to be removed by the Contracting Officer's Representative.

3.2 CLEARING

Clearing shall consist of the felling, trimming, and cutting of trees and vegetation and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared. Trees, stumps, roots, brush, and other vegetation in areas to be cleared shall be cut off flush with or below the original ground surface.

3.3 TRIMMING

Trim branches within the clearing and trimming limits as shown on the plans.

3.4 DISPOSAL OF MATERIALS

Logs, stumps, roots, brush, rotten wood, and other organic material resulting from the clearing and trimming operations, shall become property of the contractor and shall be disposed of in a legal manor off public land. Burning, scattering, or placing clearing and trimming material on site will not be permitted.

SECTION 31 11 00 Page 18

SECTION 31 20 00

IMPORTED BOULDERS

PART 1 GENERAL

Provide boulders as shown on the plans.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Some boulders are available on BLM land, off Dolores county road 10, approximately 0.5 miles to the south of the project. However, there are not enough boulders readily available for the project. The remainder of the boulders shall be obtained from the BLM's Bradfield recreation site.

Retrieval of boulders shall not damage existing vegetation.

Boulder locations on the plans are approximate. Exact, final locations, shall be verified with the Contracting Officer's Representative prior to placement.

SECTION 31 20 00 Page 19