A06_SPECIFICATIONS_CORKSCREW_TOILET_DEMO_1.pdf

United States Department of the Interior Bureau of Land Management

Gunnison Field Office Colorado

Corkscrew Toilet Demolition

SPECIFICATIONS

Corkscrew Toilet Demolition 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

01 60 00 TRAFFIC CONTROL

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

02 41 00 DEMOLITION

02 45 00 SUPPLEMENTAL SITE PICTURES

-- 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; demolition of a toilet, traffic control, and site grading.

1.2 LOCATION

From Silverton, Colorado, travel north-west on state highway 110 for approximately 6 miles. Turn left (north) on county road 10, travel approximately 1.5 miles. Turn left (south-west) on county road 11 (towards corkscrew gulch), travel approximately 0.5 miles to the project site.

GPS coordinates of the project site:

Latitude: 37°54'26.02"N Longitude: 107°38'54.05"W

Latitude: 37.907231 degrees north Longitude: 107.648347 degrees west

1.3 WORK DURATION AND SCHEDULE

Work shall be completed within 365 days of the notice to proceed. The work will not take that long. The allowable duration is to allow multiple opportunities to complete the work. The project is around 11,600 feet elevation. The site is typically not accessible November through June, due to snow or wet conditions. 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

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 TRAFFIC CONTROL

1.2.1 Payment

Payment will be made for all costs associated with traffic control.

1.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 20 00 Page 3

1.3 CALCIUM HYDROXIDE

1.3.1 Payment

Payment will be made for all costs associated with providing calcium hydroxide.

1.3.2 Unit of Measure

Unit of measure: Job.

1.4 DEMOLITION

1.4.1 Payment

Payment will be made for all costs associated with demolition and removal of the corkscrew toilet building.

1.4.2 Unit of Measure

Unit of measure: Job.

1.5 FILL MATERIAL AND SITE GRADING

1.5.1 Payment

Payment will be made for all costs associated with providing fill material for the toilet location and site grading.

1.5.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 4

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 5

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 6

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 7 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 8

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

Corkscrew Pit Toilet Demolition

01 32 01 SD-01 Preconstruction Submittals

GInitial Project Schedule

01 46 00 SD-01 Preconstruction Submittals

1.2 GQuality Control (QC) Manager

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 9

SECTION 01 60 00

TRAFFIC CONTROL

PART 1 GENERAL

1.1 SECTION SUMMARY

Provide traffic control for public safety.

1.2 TRAFFIC CONDITIONS

The project is located on a narrow, steep, primitive road, with limited turnouts and passing opportunities. The road receives a lot of 4x4, ATV, UTV, motorcycle, sightseeing, and tourist traffic.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 TRAFFIC CONTROL

The road shall remain open to public traffic during the work. Contractor shall provide traffic control to ensure safety of the public at all times, including during demolition, site work, loading, and hauling equipment or materials.

SECTION 01 60 00 Page 10

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 SECTION SUMMARY

Demolish the corkscrew vault toilet.

1.2 HUMAN WASTE

The vault was pumped in the late summer of 2024. The toilet was locked (no additional waste) and continues to be locked, after being pumped.

PART 2 PRODUCTS

2.1 CALCIUM HYDROXIDE

Commonly called Hydrated Lime. Agricultural lime or quicklime is not acceptable.

PART 3 EXECUTION

3.1 HUMAN WASTE NEUTRALIZATION

Contractor shall provide 400 pounds of calcium hydroxide. Contractor shall mix the calcium hydroxide with the remaining human waste inside the vault prior to demolition.

3.2 DEMOLITION

The contractor shall completely remove the toilet building and floor slab. Contractor shall remove the top 18 inches of the concrete vault (the lowest exposed elevation, southeast side of the building).

3.3 FILL MATERIAL

Contractor shall completely fill the remaining vault with fill material.

Or, completely fill the void where the vault was located, with fill material. Fill material may be sourced from the opposite (North) side of the road, directly across the road from the toilet location. Fill shall be placed in layers and compacted.

3.4 SITE GRADING

Final grade (contours) of the material borrow source and toilet location shall be smooth. Final grade shall not have depressions, high spots, or variable slopes.

3.5 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 02 41 00 Page 12

SECTION 02 45 00

SUPPLEMENTAL SITE PICTURES

PART 1 GENERAL

1.1 SUPPLEMENTAL SITE PICTURES

The following supplemental site pictures are for reference only. Provided to help Contractors determine interest in the project. The pictures do not convey the logistical challenges of the project location. The pictures do not replace the need for the Contractor to visit the site prior to bidding.

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 02 45 00 Page 13

CORKSCREW TOILET DEMOLITION

PICTURES PROVIDED TO SUPPLEMENT THE SPECIFICATIONS

CORKSCREW TOILET

SILVERTON

COMPLETE REMOVAL OF PIT TOILET ABOVE THIS ELEVATION

~6’~10’

CORKSCREW TOILET

FILL MATERIAL, BORROW LOCATION