20-RF-014_Specs.pdf

UPPER MISSISSIPPI RIVER

NATIONAL WILDLIFE AND FISH REFUGE

N5727 County Road Z, Onalaska, WI 54650

PARKING LOT STRIPING AND REPAIRS

Infrastructure Management Division

Page J - 1

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01100 SUMMARY OF THE WORK

SECTION 01310 PROJECT COORDINATION

SECTION 01330 SUBMITTALS

SECTION 01420 DEFINITIONS AND STANDARDS

SECTION 01770 PROJECT CLOSEOUT

DIVISION 2 - SITE WORK

SECTION 02840 PARKING LOT MARKINGS

SECTION 02952 MUDJACKING

DIVISION 3 - CONCRETE

SECTION 03330 CONCRETE CURB REPAIR

DIVISION 4-16 NOT USED

ATTACHMENTS

PRE-CONSTRUCTION SAFETY CHECKLIST

DRAWINGS

Drawing Number Description Sheet

3R– WI-93-971 Cover Sheet/Location Maps/Index 1 of 6

3R– WI-93-972 HQ Concrete Sidewalk/Mudjacking Plan 2 of 6

3R– WI-93-973 I-90 Boat Landing Parking Lot Plan 3 of 6

3R– WI-93-974 Brownsville Overlook Parking Lot Plan 4 of 6

Drawing Number Description Sheet

3R– WI-93-975 Brice Prairie Parking Lot Plans 5 of 6

3R– WI-93-976 Long Lake Parking Lot Plan 6 of 6

DIVISION 1 SECTION 01100

GENERAL REQUIREMENTS SUMMARY OF THE

WORK

01100-1

A. General

1. Project Title: La Crosse District Parking Lot Rehabilitations.

2. All applicable Sections of the Federal Acquisition

Regulations (FAR) and Division 1 apply to each Section of this Technical Specification (Division 2 through 16).

3. Payment for work done under this contract shall be made in accordance with the lump sum and unit price bid therefore in the Bidding Schedule, and in accordance with subsequent addenda, Change Orders, and/or Extra Work Orders.

B. Work and Payment Under This Contract

1. The work in this contract is listed below. Measurement and payment shall include but not be limited to furnishing materials, labor, and equipment for work defined below.

La Crosse District Parking Lot Rehabilitations

Base Bid Item

a. La Crosse District Headquarters and Visitor’s Center Parking Lot Rehabilitation – The work includes but is not limited to: Mudjacking all concrete sidewalks and concrete areas out of level by .25 inches or more on the La Crosse District Headquarters and Visitor’s Center Parking Lot and the restriping of the parking lot.

b. I-90 Boat Ramp Site – The work includes repairing all chipped concrete curbs and the restriping of the I-90 parking lot area.

Measurement for payment for Base Bid Items a. and b.

shall be lump sum.

01100-2

Bid Additive Item #1

a. Brownsville Overlook Parking Site – The work includes restriping of Brownsville Overlook parking lot area.

Measurement for payment for Bid Additive Item #1 shall be lump sum.

Bid Additive Item #2

a. Long Lake Boat Ramp Site – The work includes restriping of the Long Lake parking lot area.

Measurement for payment for Bid Additive Item #2 shall be

Bid Additive Item #3

a. Brice Prairie Parking Area Site – The work includes restriping of Brice Prairie Parking lot area.

Measurement for payment for Bid Additive Item #1 shall be

C. Location And Inspection Of Site

1. The main site of work is located at the Upper Mississippi River NW and FR - La Crosse District in Onalaska, Wisconsin. The mailing address is shown on the Solicitation, Offer, and Award (Standard Form 1442) as attached to this Invitation. The District Manager may be contacted for further information at the above referenced address or by telephone at (608) 779-2385.

2. All prospective bidders, contractors, subcontractors, and related persons are encouraged to visit the sites of the proposed work and to assess the location and extent of

01100-3 the work prior to submitting bids. Persons may inspect the work site by contacting the Hatchery Manager.

D. Specifications and Drawings for Construction

1. The successful bidder will be provided, upon request, 1 set of full size prints of the contract drawings as necessary for execution of this contract. These drawings will be provided at no additional cost to the successful bidder/quoter.

2. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

3. In case of difference between drawings and specifications, the specifications shall govern.

E. Work Not Included In This Contract

1. All items indicated "NIC" on drawings or specifications are items not included in this contract.

2. Work in place is generally shown as "Existing" on the

Contract Drawings.

3. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

F. Items Provided By The Government

1. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "By Government" on the Contract Drawings.

G. Engineering Services

01100-4

1. None.

H. Temporary Facilities

1. Maintain and restore all government roads, service areas, and utilities used to pre-construction condition.

I. Site Access and Right of Way

1. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.

2. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders/quoters are aware of any requirements of the local entity. These requirements are between the entity and the bidder. Load limits and other restrictions shall be obeyed. If the Contractor proposes to cross private property, permission must be obtained from the owner to use private property or roads in the conduct of the work.

3. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours will be approved in advance by the Government.

J. Safety - In addition to FAR 52.236-13 Accident Prevention

1. Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the Contraction Officer (CO) prior to beginning construction.

2. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

01100-5

3. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Material Safety Data Sheets (MSDS) for all hazardous materials brought on-site. MSDS shall be made available in a conspicuous location.

4. All equipment and work activities shall comply with OSHA

Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally a copy of the accident report shall be provided to the Contracting Officer.

5. The Contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow the Manual of Uniform Traffic Control Devices (MUTCD).

6. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage of materials on the premises. Place in location readily accessible to workers.

7. Provide at least on non-freezing type fire extinguisher of the appropriate class for each group of workers performing flammable operations.

8. Provide and maintain a basic first aid kit for use of workers.

(a) Provide first aid supply commensurate with size of project and provide items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on the Material Safety Data Sheets (MSDS) and be placed in applicable locations.

(b) Advise all workers of the location of first aid supplies.

01100-6

(c) Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

9. Provide necessary Personnel Protective Equipment (PPE) as identified by MSDS and OSHA regulations. Provide documentation that workers have been trained in use of PPE prior to individual use.

(END OF SECTION 01100)

DIVISION 1 SECTION 01310

GENERAL REQUIREMENTS PROJECT

COORDINATION

01310-1

A. Jobsite Administration - Superintendence, Subcontract administration and Quality Control, is the responsibility of the Contractor.

1. Final decisions relative to items in conflict shall be made by the Contracting Officer.

2. The Government shall have the authority to temporarily suspend the work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the contract, and no extension of contract performance time will be allowed for such suspensions. Resumption of work will not be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

3. The Contractor shall notify the Engineer at least ten

(10) days prior to the anticipated date of completion of all work specified herein. Upon completion of the work, the Engineer shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective work shall be included in the contract performance time.

B. Modification/Change Order procedures

1. In the event of the need for a change order, the Contractor will receive a letter requesting a price quote for proposed changes to the contract.

2. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

01310-2

3. All contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

C. Preconstruction Conference

1. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to contract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01330.

2. The Preconstruction Safety Checklist must be submitted for review and completion during the Preconstruction Conference.

D. Progress Meetings

1. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

2. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Government and distributed to those attending and others affected.

01310-3

(END OF SECTION 01310)

DIVISION 1 SECTION 01330

GENERAL REQUIREMENTS SUBMITTALS

01310-1

A. General Refer to submittal register or technical specifications for all submittals required.

When specifically requested by the Government representative, the Contractor shall provide copies of manufacturer's literature containing detailed specifications and performance data or shop drawings fully describing the items and written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.

B. Submittal Register:

1. A submittal register, listing all items requiring submittals under this solicitation, is provided as an attachment to this document. The Contractor shall provide all required submittals to the Engineer within 21 days of award except for items noted otherwise on the submittal register.

2. Furnish four copies of all required submittals. Three copies will be retained by the Government. One copy will be returned to the Contractor.

3. The approval of submittals shall not relieve the contractor to comply with the terms and conditions of the contract drawings and specifications. The contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all work.

C. Project Schedule: Contractor shall provide as required by

Federal Acquisition Regulation (FAR) clauses. *

D. Price Breakdown - Lump Sum Items: Contractor shall provide as required by FAR clauses. *

E. Subcontractor's List

Submit a list of subcontractors who will be working on the project.

DIVISION 1 SECTION 01330

GENERAL REQUIREMENTS SUBMITTALS

01330-2

F. Submittal of Progress Payment Certificate: Contractor shall provide as required by FAR clauses. *

G. Guarantees, Warranties And Certificates -Refer to Section

01770.

H. Operating And Maintenance Instruction - Refer to Section

01770

I. Delivery Tickets

1. The Contractor shall submit to the Government's on site representative, one legible copy of each delivery ticket for all material delivered to the construction site.

2. The delivery ticket shall show brand name, catalog number, and number of items received.

J. Waste Manifests

4. The Contractor shall submit copies of all waste manifests.

5. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

* The applicable FAR clauses will be provided in full text to the resultant contractor at the pre-construction conference.

(END OF SECTION 01330)

DIVISION 1 SECTION 01420

GENERAL REQUIREMENTS DEFINITIONS AND STANDARDS

01420-1

A. Regulatory Requirements

1. All work shall be accomplished in strict accordance with the regulations, codes, and laws in effect at the time the work is performed for the location where it is to be performed.

B. Means and Methods

1. Means and methods used in the performance of this contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications and any applicable state safety and health requirements.

C. Permits

1. All permits required to support construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.

(END OF SECTION 01420)

DIVISION 1 SECTION 01770

GENERAL REQUIREMENTS PROJECT CLOSEOUT

01770-1

A. Manufacturer's Specifications

1. The installation of manufactured products and equipment, together with all associated parts, shall be in conformance with the manufacturer's recommendations, and code requirements. All installations shall be complete and ready for immediate use, and every essential part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the work under this contract, all installed equipment shall be tested for proper operation and compliance with the contract.

B. Final Inspection

1. The Contractor shall request a final inspection in writing at least ten (10) days prior to the anticipated date of completion.

2. Work will not be considered ready for final inspection until all the work has been completed and the Contractor has certified that all items are properly operating and in strict compliance with all contract terms and conditions.

3. The Contractor or the project supervisor shall be at the job site during the final inspection.

C. Tests

1. Submit reports of all tests to the Contracting Officer prior to final payment.

DIVISION 1 SECTION 01770

GENERAL REQUIREMENTS PROJECT CLOSEOUT

01770-2

D. Record Drawings

The Contractor shall provide and maintain in proper order and in good, clean condition, in the field or the Refuge office or at the project site, one (1) complete set of full size prints of all drawings. On this set, with red pencil or ink, the Contractor will neatly inscribe all changes in work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the Engineer. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the Government.

E. Guarantees, Warranties and Certificates

1. The Contractor will submit all guarantees, warranties and certificates to the government prior to final payment.

2. The Government requires a 100% warranty for a period of one full year after final acceptance. Items of work found defective during the warranty period will be replaced at no cost to the Government and the warranty for that particular part of the work shall automatically extend for one full year beyond the completion date of repairs.

3. If a manufacturer or supplier offers a guarantee in excess of the one year requirement outlined herein, then the longer guarantee period will apply for those particular items.

(END OF SECTION 01770)

DIVISION 2 SECTION 02840

SITE WORK PARKING LOT

MARKINGS

02840-1

1. Work under this Section includes all materials and labor to apply permanent markings on pavement surfaces including lane striping, accessible, markings, and no parking areas. All existing lines shall be restriped in their existing locations.

2. All work performed under this Section shall conform to

Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction (WI/DOT), 2020 Edition, Section 646 Pavement Markings.

3. Submittals: Provide materials not specifically described but required for proper construction of the work of this Section as selected by the Contractor subject to approval of the COR.

a. Pavement Marking Paint: Pavement marking paint shall meet AASHTO M247 Type I Specifications.

D. Execution

1. General: Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to the timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

2. Cleaning: Sweep entire surface with a power broom, supplemented by hand brooms to remove loose material and dirt. Do not apply pavement markings to wet surfaces.

Comply with Wisconsin Department of Transportation Standard Specifications Section 646 procedures.

3. Pavement Markings:

DIVISION 2 SECTION 02840

SITE WORK PARKING LOT

MARKINGS

02840-2

a. Lines:

1. The lines shall be 4 inches wide and match existing line locations and colors.

(END OF SECTION 02840)

DIVISION 2 SECTION 02952

SITE WORK MUDJACKING

PART 1 G E N E R A L

1.0 SECTION INCLUDES

1.1 Mudjacking Rigid Concrete Pavement.

PART 2 P R O D U C T S

1.0 MATERIALS

1.1 Grout Mixtures: Portland cement grout mixture used for slabjacking shall consist of Portland cement, pozzolan or fly ash, limestone dust, sand, and water. The mix shall contain a minimum of 2 sacks of cement per cubic yard of grout, providing a minimum compressive strength of 650 psi at 7 days. The use of accelerators, high range water reducers and fiuidifiers are subject to the approval of the COR. Other variants of mix proposed by the contractor will be considered.

1.2 Mineral Aggregate: Aggregate to be used for slabjacking may consist of natural sand, manufactured sand, or a combination of natural and manufactured sand and limestone dust. If the aggregate is a combination of separately processed sized from the same or different sources, or a blend of different materials, the different components shall be batched separately or blended prior to delivery to the batching plant under approved conditions.

2.0 EQUIPMENT

2.1 Grout Plant: The grout plant shall consist of a positive displacement grout injection pump capable of applying up to 250 psi pressure, a high speed colloidal mixing machine, and a grout mill connected to the cone-shaped bottom or a cylindrical dram. The colloidal mill shall operate between 800 to 2,000 RPM, creating a high shearing action and subsequent pressure release to make a homogeneous mixture. The injection system shall be capable of continuously pumping grout at rates as low as 1-1/2 gallons per minute and shall be equipped with pressure monitoring devices and a quick action valve system that can be closed instantly and provide for the grout to be re- circulated through the system.

PART 3 E X E C U T I O N

1.0 PREPARATION

1.1 General Requirements: The Contractor shall furnish all equipment, tools, and other apparatus necessary for the proper construction and acceptable completion of the work specified under this contract. The equipment shall be approved by the COR prior to starting the work, and maintained in good working condition by the Contractor during the progress of the work.

1.2 Pavement Inspection: Prior to jacking any pavement, the sidewalks slabs shall be closely examined for any existing cracks. A representative of the Contractor and the City Engineer shall perform this investigation, and both parties shall satisfy themselves as to the existing condition of the sidewalks, and all existing cracks noted or marked.

2.0 EXECUTION

2.1 Drilling Holes for Grout Injection: Grout injection holes shall be drilled in a pattern proposed by the Contractor.. Holes shall be of the smallest size to perform the result but not be larger than 2 inches in diameter drilled vertically to a depth sufficient to penetrate through any chemically stabilized base, but not more than three inches into the subgrade. Spacing of holes shall be a maximum of 24 inches on center. Holes shall be drilled in such a manner that breakout shall not occur at the bottom of the slab.

2.2 Drilling: An air compressor and rock drills or other device capable of drilling the grout injections holes through the pavement and base material shall be provided. The holes are vertical and round. Down-feed pressure whether by hand or mechanical equipment shall be in good condition and operated in such a manner that the means shall not exceed 200 psi. Holes shall be drilled in such a manner so as to prevent breakout at the bottom of the sidewalk. All necessary hoses, valving and valve manifolds and positive cut-off and bypass provisions to control pressure and volume, pressure gauges with gauge protectors, expanding packers for positive seal grout injection, wood plugs, hole washing tools, drill steel and bits shall be provided by the Contractor.

2.3 Jacking: Prior to jacking operations the Contractor shall erect string lines that will be blocked up from the pavement high points to monitor movement. An expanding rubber packer or other approved device providing a positive seal and connected to the discharge hose shall be lowered into the holes. The discharge end of the packer or hose shall not extend below the lower surface of the concrete pavement. The Contractor shall pump in a pattern and in the amount required to raise and level the sidewalks. Loss of grout through cracks, joints, other injection holes, or from back pressure in the hose will not be tolerated.

Grout held in the mixer or in the injection pump or hose for more than one hour after mixing shall not be used for jacking.

2.4 Raising of Slabs: The slabs shall not be raised more than ¼ inch when pumping in any one hole at any time. No part of the slab shall lead any other part of the slab or any adjacent slab more than ¼ inch at a time. The entire slab and all adjacent slabs shall be kept on the same plane at all times, within the ¼ inch tolerance. The Contractor shall make observations to assure that when pumping from one hole, the group flows to adjacent holes to insure that all voids are filled. The Contractor may cut a slab to prevent breakage when it is bound against an adjoining slab. If the temperature is 27 degrees C, 80 degrees F, or higher during the jacking operation, the slabs shall be sufficiently moistened to prevent expansion of the slabs.

2.5 Grade Requirements: At all times during the raising of the slabs, the Contractor shall furnish and utilize qualified personnel and equipment for determining the proper elevations required to conform to the plan elevations. Upon completion of jacking operations, all slabs within the work area shall present an even grade at each joint but shall not vary by more than .25 of an inch. If slabs are found that are lower than the specified tolerance from the plan grade, these slabs shall be further jacked until the tolerance is met. (If slabs are found that are higher than the specified tolerance, the Contractor shall raise the grade of the surrounding pavement, as determined by the COR, to a newly established grade.)

2.6 Sealing of Injection Holes: After jacking has been completed at any one hole, the packer shall be removed and the hole temporarily plugged immediately with a tapered wooden plug. The temporary wooden plugs shall not be removed until sufficient time has elapsed to permit the grout to set sufficiently so that back pressure will not force it thought the holes. Each hole shall be permanently sealed flush with the pavement surface with a fast setting san/cement or other patch material.

3.0 PROTECTION OF PAVEMENT

3.1 Weather Limitations: Pavement mudjacking shall be performed when the ambient temperature at the bottom of the pavement slab is less than 5 degrees C, 40 degrees F, or when the subgrade or subbase is frozen.

3.2 Traffic: Traffic shall not be permitted on the sidewalks until the grout has obtained a minimum set in 12 hours.

3.3 Replacing and Repair of Damaged Pavement: The Contractor shall replace or repair any slabs broken due to jacking as determined by the COR at no cost to the Government..

END OF DOCUMENT

DIVISION 3 SECTION 03330

CONCRETE CONCRETE CURB

REPAIR

03330-1

1. The requirements of this section pertain to the curb repair at the I-90 Parking Lot Site.

2. Submittals: Submit manufacturer’s product data and installation instructions for the material and product used. Include manufacturer’s Material Data Safety Data Sheets.

4. References:

a. ASTM C 191 Setting Time of Hydraulic

b. ASTM C666 Resistance of Concrete to Rapid Freezing and

Thawing.

c. ASTM C 109 Compressive Strength of Hydraulic Cement

Mortars.

d. ASTM C1583 Tensile Strength of Concrete Surfaces and

Bond / Tensile Strength of Concrete Repair and Overlay Materials

5. Quality Assurance:

a. Installers Qualifications: The contractor shall be qualified to perform the specified work by reason of experience. Handle product in accordance with manufacturer’s recommendations.

b. Manufacturer’s Qualifications: The manufacturer shall be a company with at least 15 years of experience in the manufacturing of cementitious dry packaged repair materials.

B. Materials

1. Portland Cement specially formulated to for making structural repairs to concrete surfaces. Material shall be Quikrete Quick-Setting Cement or equal.

2. Performance and Physical Properties

DIVISION 3 SECTION 03330

CONCRETE CONCRETE CURB

REPAIR

03330-2

a. Set Time: ASTM C 191, Initial 10 minutes. Final 15 to

30 minutes.

b. Compressive Strength I day 3000 psi. 14 Days 5000 psi

C. Execution

1. Surface Preparation / Installation: Comply with Manufacturer’s Instructions.

2. The surface should be free of all foreign matter and loose materials. Roughen edges and surfaces.

3. If the application thickness is less than 1 inch then use an acrylic fortifier and the surface wetted. If over 1 inch in thickness then a concrete bonding adhesive should be utilized and the concrete surface should not be wetted prior to application.

4. Mixing: Wear impervious gloves such as nitrile with handling product. Follow manufacturer’s water content and quantity recommendations.

5. Application: Fill area completely working continuously from one end to the other. Avoid partial depth fills which could lead to cold joints. After initial set, the material may be trimmed and shaped to match the existing contours of the curb. Mix no more than can be used in approximately 10 min.

6. Curing: Efficient damp curing is required for at least 72 hours. Cover the curb with plastic tarps and use weights or ties to keep in place.

(END OF SECTION 03330)

BID SCHEDULE

Furnish all labor, tools, equipment, materials, superintendence and trans-portation necessary to construct the project described in Block 10 of Page A1, Solicitation, Offer, and Award, Standard Form 1442 in accordance with the Technical Specifications, Drawings, and terms and conditions contained herein as follows:

Item Description Qty. Unit Amount

BASE BID

I-1. Mudjacking Visitors Center 1 L.S. $____________ Sidewalks, Restriping Lot, I-90 Curb Repair and Striping

Parking Lot

Bid Additive #1

1. Restrip Brownsville Overlook Parking Lot. 1 L.S. $____________

Bid Additive #2

1. Restrip Long Lake Parking Lot 1 L.S. $____________

Bid Additive #3

1. Restrip Brice Prairie Parking 1 L.S. $____________ Parking Lots #1 and #2.

Total Base Bid and Additives 1 L.S. $____________

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PRECONSTRUCTION SAFETY CHECKLIST

PROJECT LOCATION:

PRECONSTRUCTION MEETING

DATE:

NAME AND ADDRESS OF

CO NT RACT OR :

NAME OF CONTRACTOR

SU PER INT EN DE NT /FO RE M AN

NAME OF SERVICE

CONTRACTING OFFICER:

NAM E O F C ON TR ACT OR ’S

COM PETEN T PERSO N (PER 29

CFR

PROPOSED CONSTRUCTION

STAR T D ATE:

PROJECT T ITLE: CONTRACT NUMBER:

The Fish and Wildlife Service (FWS) places safety and health as a top priority at all Service contracted construction sites (360 FW 4). The contractor has ultimate responsibility for safety during construction until final completion and acceptance of the project by FWS.

This checklist serves as an assurance tool/guide in assessing safety program preparations of the contractor, and is not all-inclusive. As tasks change and new risks and hazards are introduced, you may need to address additional safeguards and corrective measures.

The contractor and subcontractor(s) must comply with all Occupational Safety and Health Administration (OSHA) regulations applicable to the construction project, including requirements set forth w ithin solicitation provisions and contract clauses (e.g., FAR 52.236-13 “Accident Prevention” with Alternate I and Special Provisions). It is the responsibility of the contractor/subcontractor(s) to adhere to regulations found at 29 CFR 1910, 1926, and 1928. (See page 5 for Table of Contents of OSHA Construction Safety Standards.) Each contractor/subcontractor must initiate and maintain an effective safety program that provides adequate systematic policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards. The program must include provisions for the systematic identification, evaluation, and prevention/control of general work s ite hazards, specific job hazards, and potential hazards that may arise from foreseeable conditions, as well as providing a competent person to conduct frequent and regular inspections. The contractor must instruct each employee to recognize and avoid unsafe conditions and the regulations applicable to the work environm ent.

The contractor may use at its option the latest edition of the “Bureau of Reclamation Safety and Health Standards” manual and appedixes as a safety program implem entation guide for the duration of the contract. .

The contractor will address the following items prior to and/or during the Preconstruction Conference (the Contracting

Officer/Contracting Officer’s Representative will record these items):

1.

FAR 52.236-13, Accident Prevention, Alternate I and applicable safety provisions?

The contractor has read and understands his/her re spo nsibilities for compliance with contractual safety language -

NO ___YES ___

2. Has contractor prepared a Safety Plan that analyzes anticipated hazards of the project and indicates how the hazards will be controlled?

use, scaffolding, excavat

Contractor must identify specific procedures for controlling hazardous operations such as crane

NO ___ion/trenching, hot work/welding, etc,. ES ___ Y N/A

FWS Form 3-2199 09/01 Page 1 of 5

3. How will contractor/subcontractor address the four leading hazards of construction work: falls, struck by, caught in/between, and electr ical?

4. The “Designated Competent Person” (responsible for the pro ject’s safety and health performance) is knowledgeable corrective measures?

in applicable OSHA regulations and capable of identifying existing/predictable hazards, and has the authority to prompt

YES ___ NO ___

5.

haza

Do contractor and subcon tractor em ployees know wha t to do in the event of an em erge ncy (e.g., injury, fire, accident, ESYrdous material spill, etc.) with regard to the following actions? NO

a. Notification of Departm ent, FW S Facility Manager, CO, COR, CI, etc.

b. Means of com munication with contact numbers (e.g., radio, cellular, pager, etc.).

c. Availability of first-aid/medically-trained contractor personnel with appropriate medical supplies.

d. Personnel (including subcontractors) knowledge of location for imm ediate aid (e.g., first-aid, etc.).

e. Evacuation routes, signals, and procedures are provided to all on-site personnel.

f. Safety and health information disseminated to all site personnel (e.g., contractor and subcontractor employees).

6.

(If no, skip to # 7)

a. Location and type of trailer (office or equipment).

b. Telephone hook-up.

c. Electrical hook-up.

d.

W ill a contractor/s ubc ontra ctor tra iler be broug ht on site and its hook-up/p lacem ent coord inated with COR /CI?

e. Propane used for heating?

f. Serve as first-aid station? YES

Vehicle parking arrang em ent (adequate space).

YES ___

___NO ___

NO ___

7. Is contractor aware that he/she must ensure construction area is clearly delineated and posted with appropriate warning signs (e .g., “Hard Hat Area”, “Construction Site – CLOSED”, rea C losed to Public”, etc.), and that instructional signs (e.g., designated parking area, etc.) and flagmen or barriers may be required? Yes No

Housekeeping - Is contractor/subcontractor aware that they must ensure that following acceptable housekeeping

NO

“A

8.

standards are practiced from project’s start to finish?

YES

a. Form/scrap lumber with protruding nails and all other debris shall be kept clear from work areas.

b. Combustible scrap and debris shall be removed at regular/frequent intervals.

c. Materials shall be stored with regard to their fire characteristics with effective fire protection and prevention measures used.

d. An enclosed chute shall be used whenever materials are dropped more than 20 feet to an exterior point of a building.

e. Aisles, exits, and passageways shall be kept clear and in good repair.

9.

Is contractor aware of following Environmental and Personal Controls standards? YES NO

a. Potable water provided.

b. Restroom facilities provided.

c. W ashing facility provided for employees engaged in operations involving harmful substances.

d. Intoxicating beverages, controlled substances, and/or firearms are not permitted under any circumstances on the construction site.

e. All activities in or around water bodies must be in compliance with regulations for worker safety, including personal flotation devices or buoyant work vests, lifelines, ring buoys and guardrails while working over or adjacent to water hazards, and from barges, boats, and/or launches.

FWS Form 3-2199 09/01 Page 2 of 5

10.

a. Confined Space.

b. Scaffolding.

c. Fall Protection.

d. Hazard Comm unication.

e. Lockout/Tagout.

f. Respiratory Protection.

g. First Aid.

Is contractor/subcontactor aware that following employee training considerations may need to be addressed?

YES NO

11. Contractor/subcontractor is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where the need is indicated for using such equipment to reduce the hazard to their employee(s). The contractor/subcontractor is also responsible for ensuring equipment may include the following: Discussed with contractor?

that personnel using protective equipment shall be trained and medically qualified to do so. Such personal protective

a. Eye and face protection (safety goggles, safety glasses, welding goggles, face shields, etc.).

b. Protective footwear (safety shoes, boots).

c. Protective gloves (leather, rubber, insulated).

d. Respirators (dust, half-face, full-face, etc.).

e. Hearing protection (ear plugs, muffs, etc.).

f. Coast Guard-approved PFD/buoyant vest.

g. Fall protection equipm ent.

12. Tools (hand, electric, pneumatic) Standards: Discussed with contractor?

a. Hand tools, power tools, and jacks are maintained in safe operating condition and used only for the purpose for which they were designed.

b. Electric power-operated tools must be either approved double-insulated, or be properly grounded (see Item

#13 “Electrical” for additional considerations).

13. Electrical Standards:

a. Ground Fault Circuit Interrupters (GFCIs) or an assured equipment-grounding conductor program must be used to protect employees from ground-fault hazards.

b. Electrical cords/insulation must be in good condition (not frayed or damaged).

c. All ground plugs must be on electrical cords, if so designed by the manufacturer.

d. W orkspace, walkways, and similar locations shall be kept clear of electrical cords.

e.

f.

All electrical extension cords must be of the three-wire type.

Contractor/subcontractor must determine need and implem ent an appropriate Lock-out/Tag-out program.

14. W ill motor vehicles, cranes, and/or heavy equipment be used? YES NO __ (If no, skip to #15)

a. Crane and derrick use must comply with applicable standards.

b. Rollover protection as required.

c. Back-up alarms or observer signals as required.

d. No crawler type vehicles are allowed on an improved road.

e. All utilities must be located prior to excavating soil.

15. Excavating and Trenching work? YES ___ NO ___ (If no, skip to #16)

a. All excavating/trenching must be in accordance with applicable safety standards.

b. All utilities must be located prior to excavating.

FWS Form 3-2199 09/01 Page 3 of 5

16. Elevated W ork? YES ___ NO ___ (If no, skip to #17) a.

Ladders and their use must conform to standards.

b. Aerial lift usage must meet applicable requirements.

c. Fall protection needs must be assessed per standards.

d. Scaffold work must conform to standards.

e. Stair design, construction, and use must meet applicable requirements.

f. Toeboards, when used to protect workers from falling objects, must be erected along the edge of the overhead walking/working surface.

g. Safety net use must comply with standards.

h. Railing must conform to standards.

17.

construction.

Contractor is aware of and understands the need to incorporate app licable requirem ents for concrete and m asonry

YES ___ NO ___ N/A ___

18. Contractor is aware of and understands the need to incorporate welding and cutting operations that com ply with etc.).

applicable safe ty requirem ents (e.g., compressed gas cylinders are protected from vehicle traffic, valve caps secured, 19.

paint

Contrac tor is aw are o f and understands the need to m anage hazard ous m aterials/waste appro priately (e.g., YES N/A

N/A ___ s, solvents, fuels, etc.) including the following: NO ___

a. Use and storage of flammable/combustible liquids.

b. Aboveground fuel storage tanks properly managed/contained.

c. Com pressed gases and cylinders managed correctly (e.g., secured and protected from damage, etc.).

d. Procedures for managing use, storage, and disposal of hazardous materials properly established.

e. Excess/waste product(s) and containers properly disposed of per environmental regulations.

f. Hazards of product use and the need for protective measures (e .g., personal protective equipment, etc.)

conveyed to employees.

g. Asbestos work conform s to applicable standards.

h. Exposure to toxic gases, vapors, fum es, dusts , and m ists managed correctly.

i. Lead, laser, and any other hazardous components managed per the applicable standard.

j. Contract employees must conduct hazardous waste operations work within the parameters of a written safety

& health plan.

20. Comments, notes, additional requirements:

The contractor has the ultimate responsibility for safety on the project site at all times until final completion and acceptance of the project.

The contractor’s signature below indicates the above information was discussed and understood.

Contractor signature: _________________________________________ Date: __________________________

Date: __________________________

Contracting Officer/Contracting Officer’s Representative

FWS Form 3-2199 09/01 Page 4 of 5

OSHA CONSTRUCTION SAFETY STANDARDS - 29 CFR 1926:

(Following standards can be accessed at http://www.osha.gov):

Subpart A (1926.1 - 1926.5) - General

Subpart B (1926.10 - 1926.16) - General Interpretations

Subpart C (1926.20 - 1926.35) - General Safety and Health Provisions

Subpart D (1926.50 - 1926.66) - Occupational Health and Environm ental Controls

Subpart E (1926.95 - 1926.107) - Personal Protective and Life Saving Equipment

Subpart F (1926.150 - 1926.155) - Fire Protection and Prevention

Subpart G (1926.200 - 1926.203) - Signs, Signals and Barricades

Subpart H (1926.250 - 1926.252) - Materials Handling, Storage, Use and Disposal

Subpart I (1926.300 - 1926.307) - Tools - Hand and Power

Subpart J (1926.350 - 1926.354) - W elding and Cutting

Subpart K (1926.400 - 1926.449) - Electrical

Subpart L (1926.450 - 1926.454) - Scaffolds

Subpart M (1926.500 - 1926.503) - Fall Protection

Subpart N (1926.550 - 1926.555) - Cranes, Derricks, Hoists, Elevators and Conveyors

Subpart O (1926. 600 - 1926.606) - Motor Vehicles, Mechanized Equipment and Marine Operations

Subpart P (1926.650 - 1926.652) - Excavations

Subpart Q ( 1926.700 - 1926.706) - Concrete and Masonry Construction

Subpart R (1926.750 - 1926.752) - Steel Erection

Subpart S (1926.800 - 1926.804) - Underground Construction, Caissons, Cofferdam s and Compressed Air

Subpart T (1926.850 - 1926.860) - Demolition

Subpart U (1926.900 - 1926.914) - Blasting and the Use of Explosives

Subpart V (1926.950 - 1926.960) - Power Transmission and Distribution

Subpart W (1926.1000-1926.1003)- Rollover Protective Structures; Overhead Protection

Subpart X (1926.1050 -1926.1060)- Stairways and Ladders

Subpart Y (1926.1071 -1926.1092)- Diving

Subpart Z (1926.1100 -1926.1152)- Toxic and Hazardous Substances

FWS Form 3-2199 09/01 Page 5 of 5