2016 Vault Toilets - SE Region

DOCUMENTED QUOTE

FUND: 4100

APPR. CODE: PF020956E,PCPAD956C,PC002INFP

PROJECT I.D. NO: C16SE4, C16SE8, C16SE9

BID OPENING: August 17, 2016 at 1:30 pm

(Page Intentionally Left Blank)

TABLE OF CONTENTS

CPW Project No.: C16SE4, C16SE8, C16SE9

INSTRUCTION TO BIDDERS

BID SCHEDULE

FEDERAL AID DEBARMENT FORM AND INSTRUCTIONS

DIVISION I – SPECIFICATIONS

DIVISION II – DRAWINGS

DIVISION III – PHOTOS

DOCUMENTED QUOTE

INSTRUCTION TO BIDDERS

CPW Project No.: C16SE4, C16SE8, C16SE9

PROJECT DESCRIPTION

• Furnish and install one single vault toilet at Two Buttes State Wildlife Area.

• Demolish and fill double toilet vault (building has been previously removed) and furnish and install one double vault toilet at Brush Hollow State Wildlife Area, near the boat ramp on the east side of the lake.

• Optionally, furnish and install one single vault toilet at Mt. Ouray State Wildlife Area.

• Optionally, demolish and fill double vault toilet and furnish and install one single vault toilet at Brush Hollow State Wildlife Area on the west side of the lake.

PROJECT LOCATIONS

Two Buttes Reservoir SWA:

• Baca County: From Lamar, go 37 miles south on U.S. Highway 287 to County Road B.5, then 3 miles east to the reservoir.

• Coordinates: 37.6353°N 102.5483°W

• Google Map: Two Buttes Reservoir SWA

Brush Hollow SWA:

• Fremont County: From US 50 at Penrose, go 2 miles north on Highway 115 to County Road 123, then 1 3/4 miles west (left) to the access road on the right, and then go 2 miles north (right) to the property.

• Coordinates: 38.4636°N 105.0475°W and 38.4678°N 105.0542°W

• Google Map: Brush Hollow SWA

Mount Ouray SWA:

• Chaffee County: From Salida, go .5 mile northwest on Highway 291, then .5 mile west on County Road 154, then 1.25 miles northwest on County Road 160 to the east parking area; 1/4 mile further west is the west parking area.

• Coordinates: 38.5572°N 106.0394°W

• Google Map: Mount Ouray SWA

QUESTIONS

Refer all bidding questions regarding this project to Peggy Silcox, PE, Design Engineer, at 303- 291-7398.

CONTRACTOR RESPONSIBILITY:

Visit the sites and determine to your own satisfaction the amount and type of work to be performed to complete the project in accordance with the drawings, specifications and Contract https://www.google.com/maps/place/Two+Buttes+Reservoir,+Colorado/@37.633879,-102.5557818,15z/data=!4m2!3m1!1s0x870eecd07a0a8977:0xb4c8a0b7383a20ee https://www.google.com/maps/place/Brush+Hollow+Reservoir,+Colorado+81240/@38.4669214,-105.0518541,15.79z/data=!4m2!3m1!1s0x87148261a75c4195:0x24659df75565fa1d https://www.google.com/maps/@38.5569418,-106.0386334,15.39z

Documents before submitting your bid. Confirm that you can access all of the sites in order to perform the work.

Photographs included in these bid documents are for reference only and may not reflect current conditions at the job sites.

BID SUBMITTAL

You must include as part of the bid documentation the following items:

1. Proposal and Bid Schedule - Signed and addendums acknowledged (if any)

2. Federal Aid Forms

3. Bid Bond - Bond, Certified Check or Cashier’s Check only in the amount of 5% of the bid.

4. W-9 (Bids will not be rejected if W-9 is not included but may delay award)

Bids may be submitted via fax, email, mail or hand delivered to the Project Manager until August 17, 2016 at 1:30 pm to the address below:

Colorado Division of Parks and Wildlife Attn: Peggy Silcox, PE, Design Engineer

6060 Broadway Denver, CO 80216

Email - peggy.silcox@state.co.us Phone - 303-291-7398 Fax – 303-291-7108

Bids may NOT be submitted through the Vendor Self Service website.

BID DOCUMENTS

Plans and specifications are available for all bidders on the web at: colorado.gov/vss

PRE-BID CONFERENCE

A pre-bid conference will not be held. Approximate locations for the toilets are shown in the plans and specifications and are marked at each site with a stake and flagging. Questions may be submitted to the Design Engineer prior to bidding. The deadline for submitting questions is August 10, 2016.

BID AWARD

Award will be made with reasonable promptness to the low responsive and responsible bidder whose bid meets the requirements and criteria set forth in the Bid. These criteria will include, but not be limited to the lowest GRAND TOTAL PRICE, corrected if necessary for errors in price extension and/or addition.

https://codpa-vss.hostams.com/webapp/PRDVSS1X1/AltSelfService

The GRAND TOTAL PRICE will be used for comparing bids only and may not equal the final invoice. The quantities listed on the bid schedule may vary from those actually installed.

Quantities may also be adjusted to meet the project budget.

GENERAL CONDITIONS:

1. The bidder understands and accepts the condition that the estimate of quantities is approximate only, that the quantities are subject to either increase or decrease and proposes to perform any increased or decreased quantities of work at the unit price quoted in the Proposal, except for alterations provided for under 4.2 "Alterations of Plans or Character of Work and Variations in Plan Quantities" of Section 4, Scope of Work of the General Requirements and Covenants.

2. The bidder proposes that the Instruction to Bidders, Purchase Order Terms and Conditions, General Requirements and Covenants, Plans and Specifications, shall form and be part of the Purchase Order Agreement to be signed by the bidder if this Proposal is accepted, and if the amount of the Contract exceeds $150,000, the bidder will furnish a Performance and Payment Bond in a form acceptable to the Director, in a penal sum equal to 100% of the estimated Contract price with Surety or Sureties satisfactory to the Director, to guarantee the completion of the work and also to guarantee that all material and labor on this work, or incidental to the completion of this work, will be fully paid for by the Contractor or his Surety.

3. If there is a discrepancy between Contract Documents the following order of precedence shall be used: Contract (if over $100,000), Purchase Order Terms and Conditions (if less than $100,000), General Requirements and Covenants for Capital Construction (Dated 2003), Project Specifications, then Construction Drawings.

INSURANCE:

1. The successful bidder agrees to and will be required to submit current certificates of insurance, additional insured endorsements, and Statement of Insurance Claims not later than the time of submission of signed project contract documents, as follows (the following insurance requirements supersede those stated in the GRC):

2. The bidder agrees to carry worker's compensation insurance as required by and as provided in the "Worker's Compensation Act of Colorado," articles 40 through 54 of Title 8, C.R.S.

(2013), as may be amended.

3. When the bidder is not required to carry worker's compensation as described in 6.I., FURNISH A LETTER CERTIFYING SUCH. In the event that a subcontractor(s) and/or employee(s) is hired by the Contractor to perform any portion of the work provided for herein, the Contractor agrees to furnish the Colorado Parks & Wildlife with proof of worker's compensation insurance which covers all subcontractors' employees utilized in the performance of such work. Such insurance coverage may be provided by the Contractor or the subcontractor; but proof thereof in the form of a certificate of insurance shall be provided to the Colorado Parks & Wildlife prior to commencement of any work by such subcontractors' employees. If such insurance has not yet been obtained and postponement of commencement of the work until the required certificate(s) are available would cause a substantial delay in the performance of the work, proof of application for worker's compensation insurance will suffice pending receipt of the certificate(s).

4. The Contractor agrees to indemnify, save and hold harmless the State, its employees and agents against any liability incurred as a result of any subcontractors' failure to obtain such insurance.

5. The bidder agrees to carry a comprehensive general liability insurance contract specifying the State of Colorado as an additional insured via endorsement. The limits of liability under the contract shall be no less than $1,000,000 Combined Single Limit bodily injury and property damage, each occurrence. Such insurance shall be "primary."

6. The bidder agrees to carry a comprehensive automobile liability insurance contract. The limits of liability under the contract shall be no less than $1,000,000 Combined Single Limit bodily injury and property damage, each accident.

7. The bidder agrees and will be required to complete and submit a "Statement of Insurance

Claims" on a form provided by the Director.

PROJECT SCHEDULE:

The bidder hereby proposes to commence the work within the terms of the Notice to Proceed, or such further time as may be allowed in writing by the Project Manager after being awarded the project; also, to complete the same within 90 calendar days from Notice to Proceed date, or from such later date as may be designated in writing by the Project Manager.

1 LS 1

Perform Mobilization to Two Buttes SWA complete as specified $

2 LS 1

Perform Mobilization to Brush Hollow SWA complete as specified $

3 LS 1

Demolition and Onsite Burial of Existing Double Vault (no building) as specified. (Brush Hollow boat ramp) $

4 LS 1

Furnish and install single vault toilet as specified. (Two Buttes) $

5 EA 1

Furnish and install double vault toilet as specified.

(Brush Hollow boat ramp) $

6 CY 42

Furnish and place aggregate base course compacted in place as specified. (Two Buttes and Brush Hollow) $

Base Bid $

(UNIT X QTY) TOTAL

AMOUNT

ITEM

NO.

QTY

MEAS QTY.

DESCRIPTION

(UNIT PRICES IN WORDS) UNIT PRICES

BID SCHEDULE

2016 Southeast Region Vault Toilets

C16SE4, C16SE8, C16SE9

BID BOND, CERTIFIED CHECK OR CASHIER'S CHECK REQUIRED IN THE AMOUNT OF 5% OF THE TOTAL BID (if Bid is Greater than

$50,000). DO NOT ROUND TO THE NEAREST DOLLAR.

ITEMS AND UNIT PRICES BID

(UNIT X QTY) TOTAL

AMOUNT

ITEM

NO.

QTY

MEAS QTY.

DESCRIPTION

(UNIT PRICES IN WORDS) UNIT PRICES

BID SCHEDULE

2016 Southeast Region Vault Toilets

C16SE4, C16SE8, C16SE9

BID BOND, CERTIFIED CHECK OR CASHIER'S CHECK REQUIRED IN THE AMOUNT OF 5% OF THE TOTAL BID (if Bid is Greater than

$50,000). DO NOT ROUND TO THE NEAREST DOLLAR.

ITEMS AND UNIT PRICES BID

O1a LS 1 Perform Mobilization to Mt. Ouray SWA complete as specified $

O1b LS 1 Furnish and install single vault toilet as specified. (Mt.

Ouray) $

Option 1 Total $

O2a LS 1 Demolition and Onsite Burial of Existing Double Vault Toilet as specified. (Brush Hollow west side) $

O2b EA 1 Furnish and install single vault toilet as specified.

(Brush Hollow west side) $

O2c CY 21 Furnish and place aggregate base course compacted in place as specified. (Brush Hollow west side) $

Option 2 Total $ is hereby acknowledged.

(list each addendum)

Receipt of addenda nos.

***OPTIONAL ITEMS─The following bid items are to be completed by the bidder, are additional items and are NOT to be included in the BASE. They may be added in any combination to the contract to arrive at the selection of the lowest responsible bidder.

Signature

Print Name, Title and Company Name

The signature on the Bid Schedule acknowledges receipt and examination by the bidder of the General Requirements and Covenants for Capital Construction (dated 2003) previously issued to all bidders.

This Bid is respectfully submitted, PROJECT: 2016 Vault Toilets - SE Region

CPW PROJECT NO.: C16SE4, C16SE8, C16SE9

Street

P.O. Box

City of

State of

Zip Code

Telephone (Bus.)

Soc. Sec. No.

-or- Fed. Emp. I.D. No.

Contracting Firm

By:

(president/owner/partner)

Print Name

ATTEST (SEAL)

By:

(corporate secretary)

Date

E-mail

Business Web Site Address

If the Bid is being submitted by a Corporation, the Bid should be signed by a corporate officer. The signature of the officer signing shall be attested to by the corporate secretary and properly sealed. If the Proposal is being submitted by an individual or a partnership, the Proposal shall so indicate and be properly signed by the individual or partner who is authorized to sign such documents.

The signature on the Bid Schedule acknowledges receipt and examination by the bidder of the Purchase Order Terms and Conditions, and the General Requirements and Covenants for Capital Construction (dated 2003) previously issued to all bidders.

Federal Aid Grant Form

Attention Bidders: These instructions, information and required form are being provided because this project will utilize a Federal Aid Grant through the U.S. Fish and Wildlife Service, Department of the Interior. Grant funding is made available through federal funds including Pittman-Robertson Act excise taxes and Dingell-Johnson taxes.

Debarment – Action taken by a (U.S. Department of Interior) agency official to exclude a person from participating in covered nonprocurement transactions and transactions under the Federal Acquisition Regulation. A person so excluded is debarred.

Part A: Certification – Primary Covered Transactions. A Primary Transaction is between U.S.

Fish and Wildlife Service and any individual, corporation, unit of government or legal entity.

This does not pertain to contracts between the Colorado Parks & Wildlife and capital project bidders/contractors.

Part B: Certification – Lower Tier Covered Transactions. A lower tier transaction is between a recipient and another entity, including all sub-grants and contracts. This DOES pertain to contracts between the Colorado Parks & Wildlife and capital project bidders/contractors and thus, this box is checked.

Part C and D: Certification Regarding Drug-Free Workplace. Part C should be read and checked (checkbox) by bidders who are incorporated, an LLC or otherwise NOT an individual.

Part D should be read and checked (checkbox) by bidder who IS an individual (NOT a corporation or other entity).

Part E: Certification Regarding Lobbying and Contracts, Grants, Loans, and Cooperative Agreements. If the contract bid amount exceeds $100,000, this Part E should be read and checked (upper checkbox) by bidders/contractors. The lower checkbox does not pertain.

X

Department of Natural Resources State of Colorado

COLORADO PARKS & WILDLIFE

SPECIFICATIONS FOR

DIVISION I – SPECIFICATIONS

FUND: 4100

APPR. CODE: PF020956E,PCPAD956C,PC002INFP

PROJECT I.D. NO: C16SE4, C16SE8, C16SE9

BID OPENING: August 17, 2016 at 1:30 pm

TABLE OF CONTENTS

CPW Project No.: C16SE4, C16SE8, C16SE9

DIVISION I - SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01010 - SUMMARY OF WORK

SECTION 01023 - MINOR CONTRACT REVISION

SECTION 01100 - ALTERNATE PRODUCTS

SECTION 01200 - CONSTRUCTION MEETINGS

SECTION 01300 - SUBMITTALS

SECTION 01310 - CONSTRUCTION SCHEDULES

SECTION 01500 - TEMPORARY UTILITIES AND CONTROLS

SECTION 01710 - PROJECT CLEANING

SECTION 01720 - AS-CONSTRUCTED AND RECORD DOCUMENTS

DIVISION 2 - SITE WORK

SECTION 02050 - MOBILIZATION

SECTION 02070 - STRUCTURE REMOVAL

SECTION 02220-T - STRUCTURE EXCAVATION AND BACKFILLING

SECTION 02545 - AGGREGATE BASE COURSE

SECTION 02845 - SIGNS

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13122-T PREMANUFACTURED TOILET BUILDING

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DIVISION 1 - GENERAL REQUIREMENTS

GENERAL CONDITION:

Please read the "General Requirements and Covenants" and, Purchase Order Terms and Conditions in your possession. They apply to all Divisions of these specifications, accompanying drawings and to this proposed project.

SECTION 01010 - SUMMARY OF WORK

1. PROJECT DESCRIPTION

• Furnish and install one single vault toilet at Two Buttes State Wildlife Area.

• Demolish and fill double toilet vault (building has been previously removed) and furnish and install one double vault toilet at Brush Hollow State Wildlife Area, near the boat ramp on the east side of the lake.

• Optionally, furnish and install one single vault toilet at Mt. Ouray State Wildlife Area.

• Optionally, demolish and fill double vault toilet and furnish and install one single vault toilet at Brush Hollow State Wildlife Area on the west side of the lake.

All work shall be in compliance with these specifications and construction drawings.

2. PROJECT LOCATIONS

Two Buttes Reservoir SWA:

• Baca County: From Lamar, go 37 miles south on U.S. Highway 287 to County Road B.5, then 3 miles east to the reservoir.

• Coordinates: 37°38’7"N 102°32’54"W

• Google Map: Two Buttes Reservoir SWA

Brush Hollow SWA:

• Fremont County: From US 50 at Penrose, go 2 miles north on Highway 115 to County Road 123, then 1 3/4 miles west (left) to the access road on the right, and then go 2 miles north (right) to the property.

• Coordinates: 38°27'49"N 105°02'51"W and 38°28'04"N 105°3'15"W

• Google Map: Brush Hollow SWA

Mount Ouray SWA:

• Chaffee County: From Salida, go .5 mile northwest on Highway 291, then .5 mile west on County Road 154, then 1.25 miles northwest on County Road 160 to the east parking area; 1/4 mile further west is the west parking area.

• Coordinates: 38°33'26"N 106°02'22”W

• Google Map: Mount Ouray SWA https://www.google.com/maps/place/Two+Buttes+Reservoir,+Colorado/@37.633879,-102.5557818,15z/data=!4m2!3m1!1s0x870eecd07a0a8977:0xb4c8a0b7383a20ee https://www.google.com/maps/place/Brush+Hollow+Reservoir,+Colorado+81240/@38.4669214,-105.0518541,15.79z/data=!4m2!3m1!1s0x87148261a75c4195:0x24659df75565fa1d https://www.google.com/maps/@38.5569418,-106.0386334,15.39z

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3. CONSTRUCTION COMMENCEMENT:

Within 14 calendar days of approval of the contract documents the Contractor shall submit a schedule for manufacture and delivery of the vault toilets. This schedule shall be signed by the manufacturer and the Contractor.

The Contractor shall be allowed 90 calendar days to complete the construction. Contract time will begin on the date shown in the Notice to Proceed in accordance with Section

8.2 of the General Requirements and Covenants.

4. ADDITIONAL PROVISIONS:

The work and the compensation, therefore, shall be as covered by these specifications consisting of furnishing all plant, labor, equipment and materials required to perform the work shown on the drawings and listed in the bid schedule, unless otherwise stipulated or approved in writing by the Project Manager.

Department Project Managers are authorized to supervise the construction of this project in accordance with the previously approved plans and specifications and change orders. All changes in the work shall be approved in writing by the Capital Program Manager before being activated in accordance with Section 4, Item 4.2 of the General Requirements and Covenants.

The specifications included herein are the Specifications for this project. If there should be a difference between the Specifications and the drawings, the Specifications shall govern.

5. CONTRACTOR RESPONSIBILITY:

Visit the site and determine to your own satisfaction the amount and type of work to be performed to complete the project in accordance with the drawings, specifications and Contract Documents before submitting your bid.

The Contractor shall be responsible for determining to their own satisfaction that they can access the sites in order to perform the work.

Furnish sufficient qualified help to the Project Manager for setting construction controls.

Before final payment will be made on the completed contract, submit to the Owner all specified warranties and other product warranties.

6. SITE LAYOUT AND STAKING:

Approximate locations for the vault toilets are shown on the drawings. The Project Manager will meet with the Contractor to define exact locations prior to the start of construction.

7. CONSTRUCTION LIMITS:

At the commencement of construction, the Project Manager will designate the area allowed for the construction process. Restrict work to that designated area. Any changes deemed necessary shall be discussed with and approved by the Project Manager.

8. MARSHALLING AND ACCESS:

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Limits and access to the site for use: before taking possession and use of the site, meet with the Project Manager to determine the marshalling area(s) and access points to be used to execute the work. Limit access and marshalling areas agreed to at that meeting.

Obtain written permission from the Division of any changes other than first agreed upon.

Upon completion of all work, restore all areas to original or improved conditions.

9. JOB CONDITIONS:

Examine the site, determine the nature of conditions to be encountered and accept the site as found upon the examination. Examination must be made prior to bidding as no additional compensation will be considered after receipt of bids for existing conditions which are required to be worked, adapted, or modified to these specifications.

10. BUILDING CODES:

Local city or county building codes shall be used for all construction. Where there is no local authority and/or code, the current codes required by the Office of the State Architect, State Electrical Board or State Plumbing Board shall be utilized. Appropriate inspections and certificates shall be obtained from the state or local inspector. See relative specification section(s) for additional detail.

11. PROTECTION AND SAFETY PRACTICE:

I. General:

All work shall be carried out in a safe manner in accordance with local codes and the safety requirements of the Colorado State Division of Labor.

II. Shoring:

Provide shoring, sheeting, barricading, bracing to prevent caving, erosion and gullying of side of excavation. The design, Project Engineering, construction and maintenance of all temporary protection, including its adequacy and safety shall be the Contractor's responsibility and shall comply with the Occupational Safety and Health Administration (OSHA).

III. Existing Utilities:

Colorado SB 93-155 requires that anyone that engages in any type of excavation must provide advance notice to the underground facility owners. Prior to any moving or excavating of earth, the Contractor shall call the Utility Notification Center of Colorado (UNCC) or “Common Ground Alliance” (CGA) – the “Call Before You Dig” number – at 811. Utility owners have three business days to perform locates. If facilities are not marked within the three business days, you are required to call back to UNCC and process a Second Notice Request. UNCC encourages both Contractors and Sub-Contractors to obtain a locate ticket. A “no response” from the utility owner does not allow the Contractor to start digging.

Notify the Project Manager when working near utility lines or appurtenances.

IV. Aquatic concerns and equipment cleaning:

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For this project; If heavy equipment is acquired or used that was previously working in another stream, river, lake, pond, or wetland, one of the following disinfection practices is necessary prior to construction to prevent the spread of New Zealand mud snails and other aquatic hitchhikers into this drainage. The practice is also necessary after project completion, prior to this equipment being used in another stream, river, lake, pond, or wetland, for the same purpose:

• Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and spray/soak equipment a 1:15 solution of Sparquat institutional cleaner and water. Keep equipment moist for at least 10 minutes OR

• Remove all mud and debris from equipment (tracks, turrets, buckets, drags, teeth, etc.) and spray/soak equipment with water greater than 140 degrees F for at least 10 minutes.

• Clean hand tools, boots, and any other equipment that will be used in the water using one of the above options as well.

• Sparquat 256 Germicidal Cleaner (Spartan Chemical Company, Inc.) is available in the Denver area from Waxie Denver at (303) 749-8000 or (800) 377-4128, High Country Chemical at (303) 287-6700 and AmSan Colorado Chemical at (303) 388-9331.

V. Surface Drainage:

Provide for surface drainage during the construction period in a manner to avoid creating a nuisance to adjacent properties.

VI. Location Markers:

Carefully maintain and protect all bench marks, corner monuments and other points. If disturbed or destroyed, replace at no cost to the Owner as directed by the Project Manager.

12. MEASUREMENT AND PAYMENT:

Payment for construction shown on the drawings and specified herein shall be made as noted in the Bid Schedule.

13. SALES TAX:

Sales tax shall not be charged on projects for the Department of Natural Resources, through the Colorado Parks & Wildlife.

The Department of Revenue will issue a certificate of exemption (Form No. DR172) to Contractors or subcontractors. C.R.S. 1973 as amended 39-26-114. The Colorado Parks & Wildlife State Sales Tax number is 98-02565. Forms can be obtained from the Recorded Forms Request Line at 303-238-3278, or at “www.revenue.state.co.us”.

14. TRAFFIC MAINTENANCE:

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Existing roads in the construction area shall be kept open to all traffic by the Contractor and maintained in a condition that will adequately accommodate traffic unless otherwise approved by the Project Manager. No work that interferes or conflicts with traffic or existing access to the roadway surface shall be performed until a plan and schedule for the satisfactory handling of traffic has been submitted by the Contractor and approved by the Project Manager.

Construction signing for traffic control shall conform to the Colorado Department of Transportation manual on uniform traffic control devices.

SECTION 01023 - MINOR CONTRACT REVISION

1. SCOPE OF WORK:

Furnish all labor, materials and equipment required as additional work for completion of the project.

2. WORK INCLUDED:

The work shall include unanticipated extra work in excess of the quantities included in the bid schedule.

3. PAYMENT:

Payment for minor contract revisions shall be made at the contract unit price, negotiated basis or force account in accordance with Section 9.4 of the General Requirements and Covenants.

SECTION 01100 - ALTERNATE PRODUCTS

Manufacturer's products listed in the Specifications and on the drawings are intended to show the results and standard of quality. Other products may be submitted for approval.

Submittals are required for specified products and alternate products in accordance with Section 6 of the General Requirements and Covenants, Control of Material.

SECTION 01200 - CONSTRUCTION MEETINGS

1. PRECONSTRUCTION CONFERENCE:

The Contractor or his representative, after award of the contract, shall attend a preconstruction conference to be held at one of the sites or an office in proximity to the project as designated by the Project Manager.

2. CONSTRUCTION MEETINGS:

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Conferences may be held at any time during the construction at the request of the Project Manager or the Contractor.

SECTION 01300 - SUBMITTALS

1. Provide the manufacturer's literature for products specified or approved equal products as stated in Section 6 of the General Requirements and Covenants for Capital Construction.

2. The following is the list of required submittals for this Contract. Refer to each Contract

Section for any additional requirements for each submittal.

SECTION TITLE SUBMITTAL DESCRIPTION DATE

RETURNED STATUS

01010 SUMMARY OF WORK Schedule of vault toilet manufacture

01310 CONSTRUCTION

SCHEDULES Schedule of Construction

01720

AS-CONSTRUCTED

AND RECORD

DOCUMENTS

Construction drawings and technical specifications indicating changes to the original project design

02220-T

STRUCTURE

EXCAVATION AND

BACKFILLING

Certified Gradation of bedding material

02545 AGGREGATE BASE

COURSE

Certified Gradation of Aggregate

02845 SIGNS Manufacturer’s catalog sheet for standard signs

13122-T PREMANUFACTURED

TOILET BUILDING

Moving and Lifting Plans

Shop drawings, including concrete reinforcement, manufacturer’s descriptive literature and installation instructions and certification that products meet specification requirements.

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SECTION TITLE SUBMITTAL DESCRIPTION DATE

RETURNED STATUS

13122-T PREMANUFACTURED

TOILET BUILDING

Engineering design drawings and calculations. Must be signed and stamped by an engineer licensed to practice in the State of Colorado.

Paper color samples

Manufacturer’s Operations and Maintenance Manual

Warranty documentation

SECTION 01310 - CONSTRUCTION SCHEDULES

1. CONSTRUCTION SCHEDULE SUBMITTAL:

After conferring with the Project Manager, submit a construction schedule no more than 14 calendar days after the approval of contract documents. The schedule shall include provisions for time necessary to acquire and provide shop drawings and product submittals, the allowed period for submittal review, time required for ordering and delivery of materials, a normal time period allowed based on climate, location of project, season of year, weather patterns for temperature, and precipitation conditions which reasonably will hinder or prevent construction progress.

The Project Manager may require that some locations be scheduled specifically to allow work to be done during suitable weather.

The construction schedule shall be updated within 30 calendar days after starting work or upon issuance of any Contract Modification which substantially affects the scheduling, and monthly thereafter until completion.

Three copies of newly updated construction schedules shall be forwarded to the Project Manager, as directed, immediately upon preparation.

2. PRODUCT DELIVERY:

Order products in a timely, properly sequenced manner so that the delivery of products corresponds with anticipated installation periods of these products.

SECTION 01500 - TEMPORARY UTILITIES AND CONTROLS

1. TEMPORARY ELECTRIC FACILITIES:

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Electric facilities are not available at the work sites.

2. FIRE PROTECTION:

I. Maintain, at least, two all purpose 10 lb. fire extinguishers at each work zone at the construction site. Maintain the site in an orderly condition to prevent fire hazards.

II. The Contractor shall do everything reasonable within its power and shall require its employees, subcontractors and employees of subcontractors to do everything reasonable within their power to prevent and suppress fires on or near the lands to be occupied under this permit. The contractor is responsible for all suppression costs and resource damage for any fire resulting from its operations and practices.

III. The contractor is responsible to insure that each employee, subcontractor, or any other individual or company working on the project site is aware of the provisions of this fire plan, is familiar with the location and proper use of firefighting equipment, and conducts themselves in a fire safe manner.

IV. No material shall be disposed of by burning in open fires.

V. Exhaust systems of vehicles and engine generators shall have an acceptable muffler and shall be in proper working condition. All motorized equipment and machinery shall be equipped with the spark arresters.

VI. Fire extinguishers required, Type ABC:

• One 2 lbs. Per pickup, or one 5 lb. For trucks over 1 Ton GW.

• One 10 lb. per dozer, motor patrol, scraper or other earthmoving equipment.

VII. Vehicles shall be parked only in cleared, approved areas.

VIII. All smoking shall be done only inside of vehicles or in areas cleared of flammable material.

IX. Welding - Welding is herein used to mean: electric arc welding; arc or gas cutting or heating; gas welding; grinding of metal; use of any flammable gas, carbon or hydrocarbon fuel for heating or forging metal.

No welding shall be conducted within 100 feet of fuel storage areas.

There shall be no welding when winds over 15-mph occur, or when the predicted fire danger for the day is rated as "high”.

All welding shall be done within an area cleared of all flammable vegetation and materials for a minimum radius of 30 feet from the welding operation.

X. Blasting: Use of explosives is not authorized.

XI. All trucks operated on the project area shall be equipped with a round-pointed shovel, mounted where it is readily accessible for suppression of fires.

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XII. Refueling: Special care will be taken to prevent fires when refueling equipment.

Preferably, equipment should be moved to an area of mineral soil before refueling.

XIII. Oil Filters, Cartridges and Oily Rags: Used and discarded oil filters, cartridges and oil rags or waste will be removed from the site. Glass jugs or bottles shall not be used for gas, oil or water containers.

XIV. Storage of Inflammables: Fuels, lubricants and/or other highly inflammable material will be stored either in a separate building, or "job box" type container and/or approved containers. If materials are not stored in a separate building there must be a basin to catch spills. Storage buildings or sites shall be a minimum distance of 50 feet from other structures. Storage buildings shall be adequately posed to warn of the inflammables and to prohibit smoking in or around the building.

XV. Burning of material is not permitted.

3. HERITAGE RESOURCES:

All persons associated with operations under this authorization must be informed that any objects or sites of cultural, paleontological, or scientific value such as historic or prehistoric resources, graves or grave markers, human remains, ruins, cabins, rock art, fossils, or artifacts shall not be damaged, destroyed, removed, moved, or disturbed. If in connection with operations under this authorization any of the above resources are encountered, the proponent shall immediately suspend all activities in the immediate vicinity of the discovery that might further disturb such materials and notify the Project Manager of the findings. The discovery must be protected until notified in writing to proceed by the Project Manager. (36 CFR 800.110 &112, 43 CFR 10.4)

4. TEMPORARY SANITARY FACILITIES:

Contractor shall provide adequate temporary sanitary conveniences for the use of all employees and persons engaged on the work, including subcontractors, Owner, Project Manager, and their employees.

Toilet facilities shall be enclosed chemical toilets, or water closets and urinals connected to a holding tank, and shall meet with the approval of State and County authorities. Open pit or trench latrines will not be permitted.

5. TEMPORARY WATER:

Potable water shall be provided by the Contractor at Contractor's expense. No potable water is available on the sites.

6. TEMPORARY HEAT:

Contractor shall provide, at his own expense, all temporary heat as necessary for the proper installation of all work, equipment, and materials and for the protection of all

1-10 work and materials against injury from dampness, cold, and freezing. Fuel, equipment, and methods of heating shall be in accordance with federal, state, and local regulations.

7. EXTERIOR STORAGE:

All operations of the Contractor, including storage of materials, shall be confined to areas approved by the Project Manager. Contractor shall be liable for any and all damage caused by him during such use by him of property of the Owner or other parties.

Contractor shall save the Owner, its officers and agents, and the Project Manager and his employees free and harmless from liability of any nature or kind arising from any use, trespass, or damage occasioned by his operations on premises of third persons or parties.

8. TEMPORARY TELEPHONE SERVICE:

The Contractor shall maintain an operating cell phone and be available by phone during work hours assuming available cell phone service.

While construction is progressing the Contractor shall designate a representative who will be available by cell phone at all hours in case of emergency.

9. FIRST AID FACILITIES:

A first aid station shall be provided to serve all personnel at the work site. The first aid station shall be equipped and staffed as required by authorities having jurisdiction.

10. SECURITY:

The Contractor shall make all necessary provisions and be responsible for the security of the contract work and the work site until final inspection and acceptance of the contract work.

SECTION 01710 - PROJECT CLEANING

All areas shall be cleared and cleaned upon completion of work at all construction site locations. All debris and construction materials scattered and blown about the site shall be gathered, returned and secured to their proper location or disposed of during the construction process and upon completion.

SECTION 01720 – AS-CONSTRUCTED AND RECORD DOCUMENTS

Maintaining and providing As-Constructed and Record documents for the work described in project drawings and specifications.

The work shall include, but is not necessarily limited to, maintaining a clear and concise set of construction documents clearly indicating changes to the original project design.

Contractor shall provide all necessary measurements, survey, and product changes to indicate As-Constructed conditions for the each element of the project.

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Payment for As-Constructed and Record documents shall not be made as a line item but shall be included in Mobilization.

4. SUBMITTALS:

Refer to Section 01300 – Submittals, for requirments. Final payment will not be made until As-Constructed and Record documents are received and accepted as complete by

5. MAINTENANCE OF DOCUMENTS:

I. Store documents in clean, dry area separate from documents used for construction.

II. Documents shall be made available for inspection by Project Manager upon request.

6. RECORDING:

I. The Project Manager will provide the contractor one set of design drawings and specifications to record information.

II. Label each drawing sheet “AS-CONSTRUCTED” and cover sheet of specifications in neat large printed letters.

III. Record information concurrently with construction progress.

IV. Do not backfill work until required information is recorded.

V. Use dark pen or pencil. Ink shall not be water based and lettering shall be legible and not subject to easy smearing.

VI. Mark drawings to record actual construction.

• Field dimensions, elevations, and details.

• Changes made by Project Manager in approved modifications.

• Details not on original drawings.

• Horizontal and vertical locations of underground facilities (buried vaults) and appurtenances referenced to a minimum of two permanent surface improvements or project coordinates/datum.

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End of Division 1 - General Requirements

02050-1

DIVISION 2 - SITE WORK

SECTION 02050 - MOBILIZATION

Furnish all labor, materials and equipment required to complete the work of the noted Sections of this Division described herein and on the drawings.

Mobilization shall include the obtaining of all permits, insurance, and bonds, and the moving onto the site of all plant and equipment; for furnishing and erecting plants, temporary buildings, and other construction facilities; all as required for the proper performance and completion of the work. Such work shall include but not be limited to the following principal items:

I. Move onto the sites all the Contractor's plant and equipment required for the operations.

II. Provide on-site sanitary facilities as specified.

III. Submit all required insurance certificates and bonds.

IV. Obtain all required permits.

V. Have the Contractor's superintendent at job site full time.

VI. Create and maintain construction schedule.

VII. Submit subcontractors for approval.

VIII. General cleanup of the project area.

IX. Shop drawings and product submittals.

X. As-Constructed drawings.

Payment for mobilization will be made on a contract lump sum basis for each location as shown in the Bid Schedule. The lump sum price bid will be paid once for each mobilization bid item and shall include complete mobilization and demobilization regardless of the number of times the equipment is moved or additional equipment transported to the construction site.

Of the lump sum price bid, 50% will be paid when 10% of the work is complete. The remaining 50% will be paid when the equipment is removed from each site upon completion.

End of Section

02070-1

SECTION 02070 - STRUCTURE DEMOLITION AND REMOVAL

The work shall include but is not limited to the complete demolition or complete demolition and removal of the items as noted on the drawing and in the Bid Schedule, including pumping the contents of vault, disinfecting vault interior, and either the complete removal of the vaults or burial as shown on the Bid Schedule.

3. MEASUREMENTS:

Structure demolition and removal shall not be measured but paid per each as Demolition and Removal of Existing Vault Toilet as noted in the Bid Schedule.

4. MATERIAL SALVAGE:

Miscellaneous materials, equipment and metals in the existing structures may be salvaged and/or turned over to the owner at the Project Manager’s request.

5. DEMOLITION AND ONSITE BURIAL:

Vaults shall be pumped prior to removal and interior walls and floor sprayed with a ten percent bleach solution. The top two feet of the vault walls shall be removed first to safely allow machinery to break the bottom. The bottom of the slab shall be broken at the lowest point to allow drainage.

Concrete may be placed inside the concrete vault prior to backfilling the vault with on-site material. The concrete vault shall be completely filled with soil, sand or on-site native material. Special care shall be taken to prevent the formation of cavities which could collapse at a later time or after settling. Compact the top two feet in four-inch lifts with three passes per lift of a Wacker-type mechanical compactor or equivalent approved by the Project Manager. No wood or other degradable building materials shall be buried in the vault but must be removed from the site.

The surface shall be graded to allow surface water to flow across the site and to prevent future ponding. The location of the abandoned vaults shall be documented for future reference.

6. DEMOLITION AND REMOVAL:

The Contractor shall remove the existing vault toilet in its entirety, including the concrete vault. Vaults shall be pumped prior to removal and interior walls and floor sprayed with a ten percent bleach solution.

The existing toilet building and the concrete vault must be hauled off State property and disposed of in a location approved by the Project Manager. The new vault toilet shall be placed in the same location.

02070-2

7. OFFSITE DISPOSAL OF MATERIAL:

Excess concrete, all wood materials and any other materials to be removed shall be disposed of by the Contractor off State property in a manner and location approved by

02220T-1

SECTION 02220-T - STRUCTURE EXCAVATION AND BACKFILLING

The earthwork for structures shall include excavation, trenching, filling, compacting and grading.

Excavate and fill to elevations and dimensions indicated on the drawings and on the site.

Allow additional space as required for construction operations.

Quantities shall not be measured for Structure Excavation and Backfilling but paid per each as part of Furnish and Install Single Vault Toilet as noted in the Bid Schedule.

Refer to Section 01300 - Submittals, for requirements.

5. QUALITY ASSURANCE:

Quality assurance will generally be by observation of the behavior of soils in the foundation areas. There shall be no movement under equipment after the bedding has been compacted.

Should there be uncertainty about the ability of the soils and imported materials to support the structure the following test methods shall be used.

I. Classification of Soils: ASTM D 2487.

II. Density Relations of Soils: Maximum Dry Density as determined by ASTM D 698 or

AASHTO T 99 (Standard Proctor).

III. Density for Sands and Gravels: Relative Density Method ASTM D 4253 and ASTM D

4254.

IV. In-place Density Determination: Nuclear Method ASTM D 2922 or Sandcone

Method ASTM D 1556.

6. FIELD QUALITY CONTROL:

Quality control for earthwork shall be provided by the contractor.

The Project Manager may, at any time, access the work area to perform quality assurance testing. Contractor shall allow access for such testing. No payment of claim will be granted for lost production during testing activities.

02220T-2

7. MATERIALS:

I. Select Material:

A. Class I: Angular, 1/4 to 1 1/2 inches, graded stone including slag, cinders and crushed stone.

B. Class II: Coarse sand and gravels with maximum particle size of 1/2 inch with no more than 12% passing a No. 200 sieve. Soil Types GW, GP, SW and SP are included.

C. Class III: Fine sand and clayey gravels including sands, sand-clay and gravel-clay mixtures. Soil Types GM, GC, SM and SC are included.

D. Class IV: Inorganic silts or clays, silty or clayey fine sands, gravelly or silty clays. Soil Types ML, CL, MH and CH are included.

II. Imported Material:

Imported material is defined as material imported by the Contractor for use in place of native material.

III. Relative Density:

Where Class I or Class II select material is used, compaction shall be measured by relative density to the percentages as follows corresponding to the specified Standard Proctor values in these Specifications.

A. 95% Standard Proctor - 75% Relative Density

B. 90% Standard Proctor - 70% Relative Density

C. 85% Standard Proctor - 65% Relative Density

D. 80% Standard Proctor - 60% Relative Density

8. EXCAVATION:

Excavation shall be open-cut, except as shown or approved.

Excavation may be sloped or kept vertical where sloping of the excavation does not endanger any existing utility or structure.

Excavation shall be performed in accordance with applicable federal, state or local safety codes.

Grading around the structure shall be controlled to prevent water from flowing into excavated areas or damaging the foundation. Provide pumping or other

02220T-3 means to keep excavations clear of water as described in Section 8.IX, Dewatering.

No excavation shall be left open for more than seven (7) days unless otherwise accepted by the Project Manager.

All excavations left open overnight shall be fenced with minimum 36 inch (36”) high wire or plastic mesh construction fencing. Fencing shall be secured to metal fence tee posts with a maximum spacing of ten feet (10’). Fencing shall generally follow the ground contour and shall be placed completely around the excavation.

Excavate for the installation of the toilet vault to a depth that will allow the structure to be free draining after installation is complete. Allow for a minimum two-inch (2”) leveling course beneath the toilet vault. Stockpile topsoil in a separate location at all sites.

II. Underground Obstructions:

Locate utilities prior to excavating. Unless otherwise specified, preserve intact pipe or utilities encountered during construction. If utilities or structures are accidentally damaged, replace immediately to their original condition.

If rock or very large boulders are encountered immediately notify the Project Manager. The Project Manager may adjust the vault location, if feasible.

III. Uniform Bearing:

Excavate such that uniform bearings are provided throughout. If such bearings cannot be provided at the depth indicated on the drawings for the foundations, immediately notify the Project Manager. Do not proceed until further instructions are given.

Completely remove subsurface debris, rock, shale, and abandoned construction materials including broken pieces of concrete. Remove such materials within construction lines to 6 inches below the excavation. Dispose of materials where designated.

IV. Freezing:

When freezing temperatures are expected, do not excavate to the full depth indicated unless the work can be performed immediately after the excavation has been completed.

VII. Utilization of Excavated Material:

Suitable material removed from the excavations shall be used, as practical, in the earthfill and other places on site as directed by the Project Manager.

VIII. Disposal of Surplus and/or Waste Material:

Dispose of surplus and waste material within 500 feet (500’) as directed by the

02220T-4

Project Manager. Grade areas for drainage and uniform appearance, blending into the surrounding grade.

IX. Dimensions:

Excavate to elevations, slope, and dimensions where shown. Allow additional space as required for construction operations and inspection.

Excavate such that finish floor elevation will be four to six inches (4”-6”) above natural grade measured at the front (entrance) of the exterior slab unless otherwise directed by the Project Manager.

X. Shoring:

Shore, sheet pile and brace excavations as required to maintain them securely.

Remove shoring as backfilling progresses, but only when banks are safe against caving or collapse.

XI. Classification of Excavation:

Excavation shall be classified as common unless otherwise specified.

Common excavation consists of grass, sod, humus, peat, earth, clay, sand, silt, gravel, hard and compacted materials, such as hardpan, loosely cemented gravel, soft or disintegrated rock and similar materials that can be removed by hand, heavy ripping equipment such as tracked equipment with a single ripper with a 15,000 pound pry-out force or a hydraulic excavator with a weight in excess of 50,000 pounds and a drawbar pull in excess of 40,000 pounds. Boulders and loose rock less than 1 cu. yd. are also classified as common excavation.

XII. Overexcavation:

Excavate so that uniform bearing shall be obtained for the vault toilet. Do not excavate below the depth specified. If over excavation occurs, backfill with select material.

XIII. Unsuitable Foundation:

The foundation is considered unsuitable when, after dewatering, the existing soils are unstable. Unstable soils are those that are too soft, provide low load bearing or are otherwise inadequate. Unstable soils include organic soils, fine grain soils saturated with water in excess of their liquid limit, low density fine sands or silts, and expansive soils. Cohesive soils or granular cohesive soils with shear strength measured using ASTM D 2166 or ASTM D 2573 of less than 500 psf or sands with penetration resistance measured using ASTM D 1586 of less than 8 blows per foot are unsuitable.

The contractor shall immediately notify the Project Manager when unsuitable foundation conditions are encountered.

XIV. Dewatering:

02220T-5

Where directed by the Project Manager, the contractor shall drain water with pumps, underdrains or other approved methods to provide a completely dry foundation. Ensure that subsurface water does not interfere with maintaining proper soil moisture for required compaction of backfill.

9. BACKFILLING FOR STRUCTURES:

Note that the dimensions of the new vaults are different from those of the vaults being removed. Additional backfill may be required, depending on the manufacturer selected.

Backfill against the structure only after approval. Place and compact backfill materials to minimize settlement and to avoid damage to the structure, waterproofing and other construction

Do not place brush, sod, frozen…