QuoteSPECS.pdf

UNITED STATES DEPARTMENT

OF THE INTERIOR

FISH AND WILDLIFE SERVICE

Upper Mississippi River National Wildlife and Fish Refuge

Winona District (Region 3)

Schedule, General Provisions, Specifications and Drawings

Lower Spring Lake Landing Overlook Cast-In-Place Steel Shell Pilings

Upper Mississippi River National Wildlife and Fish Refuge Winona District near Buffalo City, WI

Quotes will be received at the Office of the

U.S. Fish & Wildlife Service Contracting and Facilities Management 5600 American Blvd. West, Suite 990

Bloomington, MN 55437-1458

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 CONSTRUCTION

SECTION 02350 CAST-IN-PLACE STEEL SHELL PILING

DIVISION 3 thru 4 – NOT USED

DIVISION 5 – METALS

SECTION 05120 STRUCTURAL STEEL

DIVISION 6 thru 16 – NOT USED

ATTACHMENTS

PRECONSTRUCTION SAFETY CHECKLIST

SUBMITTAL REGISTER

REFERENCES

WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD SPECFICATIONS

FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2013 EDITION

ACI MANUAL OF CONCRETE PRACTICE

DRAWINGS

Drawing Number Description Sheet

3R-WI-093-861 COVER SHEET, COUNTY/LOCATION MAPS

AND DRAWING INDEX 1 OF 8

Page J - 2

3R-WI-093-862 SITE AND EROSION CONTROL PLAN 2 OF 8

3R-WI-093-863 OVERLOOK DECKING PLAN 3 OF 8

3R-WI-093-864 OVERLOOK FOUNDATION PLAN 4 OF 8

3R-WI-093-865 DECK JOIST FRAMING PLAN 5 OF 8

3R-MO-093-866 STRUCTURAL DETAILS 6 OF 8

3R-MO-093-867 RAILING DETAILS 7 OF 8

3R-WI-093-868 BENCH DETAILS 8 OF 8

DIVISION 1 SECTION 01100

GENERAL REQUIREMENTS SUMMARY OF THE WORK

PART 1 - GENERAL

1.1 Project Title: Lower Spring Lake Landing Overlook Cast-In-

Place Steel Shell Pilings.

1.2 Work Under These Specifications

A. The Contractor shall furnish materials, labor, and equipment for the work described below. The work includes but is not limited to; project mobilization and demobilization, project management and oversite, construction of items described below, testing and inspection, quality control, construction surveying, cleanup, and removal of all site removals generated during performance of the work.

I-1 Cast-in-Place Steel Shell Piling: Work shall include but is not limited to designing, furnishing, and installing six cast-in-place steel shell pilings with a minimum outside diameter of 13 inches and approximately forty feet long as identified in the contract documents. The work also includes, but is not limited to, placing concrete in the steel shell pilings and providing and embedding 2 ¾ diameter x 1’- 4” long anchor bolts with hooks per piling.

All work items that are not specifically called out for payment are considered incidental and no direct compensation will be provided. The work will be performed on a lump sum basis.

Option #1: Steel Beam: Work shall include, but is not limited to, designing, fabricating, and installing two W8x31 steel beams as indicated in the contract documents.

All work items that are not specifically called out for payment are considered incidental and no direct compensation will be provided. The work will be performed on a lump sum basis.

1.3 Location and Inspection of Site

01100-1

A. The work site is located at the Upper Mississippi National Wildlife and Fish Refuge – Winona District near Buffalo City, WI. See cover sheet for project location. The address for the district headquarters is: 51 E. 4th St., Rm 203, Winona, MN 55987. The Station Manager may be contacted for further information concerning the project location at the aforementioned address or by telephone at (507) 454- 7351.

B. All prospective quoters, contractors, subcontractors, and related persons are encouraged to visit the site of the proposed Work and to assess the location and extent of the Work prior to submitting quotes. Persons may inspect the site by contacting the Station Manager for an appointment.

1.4 Specifications and Drawings for Construction

A. The successful quoter will be provided, upon request, a digital copy of the contract drawings and specifications in .pdf format. These files will be provided at no additional cost to the successful quoter.

B. 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.

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

1.5 Work Not Included In This Contract

A. All items indicated "NIC" or labeled “For Reference Only” on drawings or in the specifications are items not included in this contract.

01100-2

B. Work in place is generally shown as “Existing” on the Contract Drawings.

C. 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.

1.6 Items Provided By The Government

A. 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.

1.7 Engineering Services:

A. The Government has provided aerial and site photographs and a typical cross section of the site for this project. The Contractor shall furnish and place all stakes, marks, and templates required for the performance and completion of the work. The Contractor shall protect and reset, if damaged, any permanent benchmarks/monuments discovered during construction.

B. The Government has field located the concrete abutment with stakes. Actual location of the concrete abutment may vary from the contract documents. From the concrete abutment the Contractor shall field locate the cast-in-place steel shell pilings following the dimensions given in the contract documents. Actual locations of the pilings in relation to the shoreline may vary from the locations indicated in the contract documents. Prior to driving piles the Contractor shall receive approval of pile locations from the Government.

1.8 Temporary Facilities

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

01100-3

B. Temporary toilet facilities and utilities shall be provided by the Contractor for the duration of the project.

1.9 Site Access and Right of Way

A. 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.

B. All quoters 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 quoters are aware of any requirements of the local entity. These requirements are between the entity and the quoter. 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.

C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Contracting Officer.

1.10 Safety - In addition to FAR 52.236-13 Accident Prevention

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

B. 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.

01100-4

C. 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.

D. 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.

E. 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 Manual of Uniform Traffic Control Devices (MUTCD)

F. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures on the construction site.

G. Provide and maintain on the construction site a basic first aid kit for the workers to use.

(a.) Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on MSDS (see paragraph B of this section) in applicable locations.

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

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

01100-5

H. Provide necessary Personnel Protective Equipment (PPE)as identified by MSDS and OSHA regulations.

I. Provide documentation, workers have been trained in use of PPE prior to individual use.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

(END OF SECTION 01100)

01100-6

DIVISION 1 SECTION 01310

GENERAL REQUIREMENTS PROJECT COORDINATION

PART 1 - GENERAL

1.1 Jobsite Administration - Superintendence, Subcontract

administration and Quality Control, is the responsibility of the Contractor.

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

B. The Government shall have the authority to temporarily suspend the Work for suc h time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Con tract. No extension of contract performance time will be permitted until th e Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

C. The Contractor shall ha ve responsible superintendence on site during a ll project operations. Prior to commencement of the Work, the Contractor shall submi t to the Government in writing a project superintendence plan. Contractor shall notify Government of any changes of sup erintendents in writing ten ( 10) days prior to such change..

D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as pr omptly as practicable.

The time required for such inspection and f or performing any corrective Work shall be included in the contract performance time.

1.2 Modification/Change Order procedures

A. In the event of the need for a Change Order, the Contractor will receive a let ter requesting a pric e quote for proposed changes to the Contract.

B. The Contractor shall not perform work outside of the contract documents without written approval from the

01310-1

Contracting Officer. All expenses of Work performed outside of the contract documen ts without prior approval will be the responsibility of the contractor.

C. For evaluation purposes, the Contractor's quote shall be broken down to sh ow the costs of la bor and materials for each proposed category of Work include d with the change, along wit h the total cost for Contractor's overhead, profit, and bond for the proposed changes.

D. All Contract time extensions required as a resul t of a proposed change must b e justified and supported in detail at the time of the proposal.

1.3 Preconstruction Conference

A. 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 Con tract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01330.

The Preconstruction Safety Checklist and Project Schedule shall be submitted for review during this conference.

1.4 Progress Meetings

A. 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.

B. The Contractor shall provide reports of pr ogress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or

01310-2 other difficulties for resolution. A record of discussions and decisions will be prepared by the Contractor and distributed via email to those attending and others affected.

PART 3 - EXECUTION (not Applicable)

(END OF SECTION 01310)

01310-3

DIVISION 1 SECTION 01330

GENERAL REQUIREMENTS SUBMITTALS

1.1 General:

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

B. When specifically requested by the Contracting Officer

(CO), Contractor’s Officer’s Representative (COR) or the Government’s Construction Inspector, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior t o accomplishing equipment installation.

1.2 Submittal Register:

A. A submittal register, listing items requiring submittals under this solicitation, is provided as a n attachment to this document. Within 10 days of award the contractor shall submit to the Government a comprehensive submittal register listing all items required to perform the Work.

B. The Contractor shall email a digital copy in pdf format of all submittals to the Government within 10 days of award except for items noted otherwise in these specifications. The Contractor shall submit material samples and submittals exceeding 18 megabytes via mail. Submitted material samples will become t he property of the Government and will not be returned to the Contractor.

C. The approval of submittals shall not relieve the

Contractor to comply with the terms and conditions of the Contract Drawings , Specifications, and Manufacturer’s Installation Instructions. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

01330-1

GENERAL REQUIREMENTS SUBMITTALS

D. The approval of submittals does not constitute acceptance of a change order by the Government.

Contract change orders shall be submitted to the Government Contracting Officer following the modification/change order procedures in specification 01310.

1.3 Project Schedule: Contractor shall provide as r equired by

Federal Acquisition Regulation (FAR) clauses. *

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

1.5 Subcontractor's List

A. Submit a list of subcontractors who will be working o n the project.

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

1.7 Guarantees, Warranties And Certificates: Refer to Section

01770.

1.8 Delivery Tickets

A. The Contractor shall submit to the Government via the submittal process in digital pdf format a copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalo g number, and number of items received.

1.9 Waste Manifests

A. The Contractor shall submit to the Government via the submittal process copies of all waste manifests.

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA

01330-2

GENERAL REQUIREMENTS

SUBMITTALS

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)

01330-3

DIVISION 1 SECTION 01420

GENERAL REQUIREMENTS DEFINITIONS AND STANDARDS

1.1 Regulatory Requirements

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

B. All completed construction shall comply with OSHA, NFPA, and Architectural Barriers Act (ABA) codes and regulations.

1.2 Means and Methods

A. 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.

1.3 Permits

A. 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)

01420-1

DIVISION 1 SECTION 01770

GENERAL REQUIREMENTS PROJECT CLOSEOUT

1.1 Manufacturer's Specifications

A. 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. Every part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the Work under this Contract, installed equipment shall be tested for proper operation and compliance with the Contract.

1.2 Final Inspection

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

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

C. The Contractor shall be at the job site during the final inspection.

D. If, at the time of inspection, items are not completed the Contractor shall reimburse the Government of all costs incurred for subsequent inspections.

1.3 Tests

A. Complete all tests required to prove actual operating performance of equipment and systems incorporated into the project.

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

01770-1

C. Provide any regulatory acceptance documents in cases of cleanup.

1.4 Record Drawings:

A. The Contractor shall provide and maintain in proper order and in good, clean condition, 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 Government. 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.

1.5 Guarantees, Warranties and Certificates

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

B. 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.

C. 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.

01770-2

(END OF SECTION 01770)

01770-3

DIVISION 2 SECTION 02350

SITE WORK CAST-IN-PLACE STEEL SHELL PILING

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. All piling work not specifically covered by these specifications shall conform to the requirements as set forth in the Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction 2013 Edition Section 550 Driven Piles.

1.2 SUMMARY

A. Work under this section includes designing, furnishing, and installing the cast-in-place steel steel shell piles to the bearing and penetration required and at the locations shown on the plans. This work shall also include load testing to verify the cast-in-place steel shell piles capacity and deflection, and placing concrete within the driven piles.

B. Pile lengths shown on the drawings are estimated.

Actual penetration shall be in accordance with the requirements specified herein. The contractor shall contact the Contracting Officer prior to the performance of any additional work.

1.3 SUBMITTALS

A. The contractor shall submit a pile report containing the pile number and location, length of pile driven, weight of hammer, energy per blow, and bearing in tons.

B. Certifications: For cast-in-place steel shell piles, the contractor shall furnish two copies of a certification from the pile manufacturer or fabricator

02350-1 setting out the designated specification with which the material furnished complies.

C. Protective Coatings Submittal Statement: The Contractor shall certify that the piles have a paint coat system in conformance with these specifications.

D. Concrete Design Mixtures: The proportions of all components of the concrete mix shall be by weight and shall be submitted for approval prior to placement of any concrete. The approved mix design and supplier shall not be changed throughout concrete placement unless a new mix design and supplier are approved. For each of the following provide product certificates:

1. Concrete Materials.

2. Admixtures.

3. Concrete Mixtures.

PART 2 – PRODUCTS

2.1 CAST-IN-PLACE STEEL SHELL PILES

A. Shall be Grade 2 welded or seamless steel pipe conforming to ASTM A252 with an outside diameter of 13 inches minimum and a minimum thickness of 0.219 inches.

B. The piles shall have a three coat paint system conforming to the Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction 2013 Edition Section 517.2.4 Structural and Steel Paint-Epoxy System.

C. The paint shall extend from the top of the driven pile to a point not less than four feet below the waterbed or ground line. The pilings shall be painted before driving.

D. Closure plates shall be 3/4 inch and conform to AASHTO M 183.

02350-2

E. Thick shelled types driven without cores or mandrels, or fluted pipes shall meet the requirements of specification SAE-1010 or SAE-1015 and the forged steel tips or noses shall meet the requirements of SAE-1020.

F. Metal shells driven with or without a core or mandrel shall be of sufficient thickness or shall be reinforced so that they will hold their original form without distortion after being driven.

2.2 CONCRETE PLACED IN PILES

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I, IA, III, or

IIIA.

B. Normal-Weight Aggregates: ASTM C 33, coarse aggregate or better, graded. Provide aggregates from a single source

1. Maximum Coarse-Aggregate Size: 1 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

D. Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 3500 PSI at 28 days.

2. Maximum Water Cementitious Materials Ratio: 0.45

3. Slump Limit: 2-4 inches.

4. Air Entrainment Admixture: AASHTO M 154

5. Air Content %: 5-8%

E. Polyethylene film for curing concrete shall be non -staining, white in color, minimum 0.004 of an inch in thickness and shall conform to the requirements of ASTM C-171.

02350-3

PART 3 – EXECUTION

3.1 DESIGN

A. Design Bearing: Cast-in-place piling shall be designed for a bearing load of 10 tons. All piling shall be driven to practical refusal.

B. Pile Length: The pile lengths and depths shown on the plans are approximate. The contractor shall be fully responsible for the lengths furnished for driving to obtain the specified bearing and penetration. Payment for piling will be based on a lump sum according to Division 1 Specifications. If site conditions require exceeding the depths indicated in the contract documents to meet the specified bearing and penetration requirements the Contractor shall contact the Government Contractor Officer prior to performing additional work. No measurement will be made for the length of pile destroyed when making extensions.

3.2 LOCATION OF PILES

A. The Government has field located the concrete abutment with stakes. Actual location of the concrete abutment may vary from the contract documents. From the concrete abutment the Contractor shall field located the cast-in-place steel shell pilings following the dimensions given in the contract documents. Actual locations of the pilings in relation to the shoreline may vary from the locations indicated in the contract documents.

B. The Contractor shall receive approval of pile locations from the government prior to driving piles.

C. Final position of the piles shall not be more than 1/4 inch from vertical. The maximum variation of the head of the pile from the position shown on the plans in relation to the field located concrete abutment shall not be more than two inches. Improperly driven, broken, 02350-4 or otherwise defective shells shall be removed and replaced, or otherwise corrected to the satisfaction of the Government.

3.3 DRIVING EQUIPMENT

A. The contractor shall furnish pile driving equipment adequate for handling the length of pile to be placed in the leads and for driving the total length of pile to the tip penetration and bearing required. Piles shall be driven with power-driven hammers, or by a combination of power-driven hammer and water jets.

Power-driven hammers are defined as hammers operated by steam, air, or diesel power. Drop hammers will not be permitted for driving permanent piling. For determining the energy per blow of diesel power hammers without a fully enclosed ram, 75 percent of the manufacturer's energy rating for the hammer will apply.

If the contractor desires to check his diesel power hammer against an approved steam hammer on a specified type of pile at a particular site, he may do so at his expense, and the checked rating of the diesel powered hammer will be used in determination of pile bearing values at that site. Diesel hammers which have a fully enclosed ram shall be equipped with a gauge and accompanying charts which evaluate the equivalent manufacturer's rated energy being produced under any driving condition.

B. Leads: Pile driver leads shall be constructed in such manner as to afford freedom of movement of the hammer, and they shall be held in alignment by guides or stiffener braces to insure support to the pile during driving. Inclined leads shall be used for the driving of battered piles.

C. Hammer Energy: The minimum energy of the hammer shall not be less than shown below.

ENERGY REQUIRED

TYPE OF PILE FOOT POUNDS, MIN

02350-5

Steel Shells for Three times weight, including Cast-in-Place mandrel if used, being driven in pounds but not less than 8,000

E. Dynamic Bearing Formulas: The following formulas will be used as a guide to determine the safe bearing value of piles.

P = 2WH . 2W *for single acting hammers.

(S+0.1) (W+w)

P = 2(0.75E) . 2W *for double acting hammers S+0.1 (W+w) and diesel powered hammers with enclosed rams and bounce pressure gauges.

P = 2(0.75E) . 2W *for all other diesel S+0.1 (W+w) powered hammers unless tested.

*The value of 2W shall be considered unity if it exceeds one. (W+w)

P = safe allowable bearing value in pounds.

W = weight of striking part of hammer in pounds.

w = weight of pile and mandrel in pounds.

H = height of fall in feet.

E = manufacturer's rated energy in foot-pounds per blow at manufacturer's rated speed, or in case of a diesel hammer equipped with a bounce pressure gauge the actual energy shown by the gauge chart.

S = average penetration in inches per blow for 10 to 20 consecutive blows.

The above formulas are applicable only if:

(a) The piles are driven in a vertical position.

(b) The hammer has an unrestricted fall.

(c) The pile head is not b roomed, crushed or

02350-6 splintered.

(d) There is no appreciable bounce of the hammer after striking the pile.

(e) The penetration is at a uniform or uniformly decreasing rate.

For piles driven to a batter, the safe bearing value of the pile shall be taken as follows:

P = 0.1 (10-m) . P B (1+m2)

P = safe allowable bearing value in pounds for batter B pile.

m = the tangent of the angle of batter.

P = safe allowable bearing value in pounds for vertical pile.

F. Splices: Extending and splicing of piles is not desirable and full length piles shall be driven wherever possible and practicable. The number of splices used shall be held to a minimum. If extensions and splices are permitted or required by the engineer, they shall be made as follows:

a. Steel piles shall be spliced by a qualified welder in accordance with the Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction 2013 Edition Section

506.3.19.1. The contractor shall be fully

responsible for the adequacy of welds during driving.

3.4 CONCRETE PLACED IN STEEL SHELL PILINGS:

A. Metal pile shells shall be free from water, soil and other deleterious matter when concrete is cast in them.

02350-7

1. The contractor shall maintain on the job at all times prior to and during the filling of the shells, a mirror and light suitable for use in their inspection.

B. Curing: Polyethylene film for curing concrete shall be non-staining and securely fastened to each pile.

3.5 ANCHOR BOLTS AND EXPANSION BOLTS

A. Anchor bolts shall be set precisely with templates and maintain bolt positions during concreting operations.

Anchor bolts and expansion bolts shall be standard manufactured items intended for the use shown. Bolts, nuts, washers and appurtenant items shall be stainless steel. Bolts shall be furnished with cut washers and nuts.

(END OF SECTION 02350)

02350-8

DIVISION 5 SECTION 05120

METALS STRUCTURAL STEEL

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. All structural steel work not specifically covered by these specifications shall conform to the requirements as set forth in the Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction 2013 Edition Section 506 Steel Bridges.

1.2 SUMMARY

A. Work under this section includes furnishing and installing the steel beams and anchor bolts required to fasten the steel beams to the cast-in-place steel shell pilings as shown on the contract drawings,.

B. All fabrication and installation, where not specifically covered by these specifications, shall conform to the latest edition of the “Manual of Steel Construction” by the American Institute of Steel Construction, Inc.

1.3 SUBMITTALS

A. Steel Beams: The Contractor shall furnish shop drawings for the steel beams showing details of the beam size, weight, hole locations, connecting hardware, and paint coatings.

B. Anchor Bolts: The Contractor shall furnish shop drawings and manufacturers data.

PART 2 – PRODUCTS

2.1 STRUCTURAL STEEL

05120-1

A. The structural steel beams shall be W8x31 and comply with

ASTM A 36.

B. The steel beams shall be painted in accordance with Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction 2013 Edition Section 506.3.32 Painting Metal.

C. Steel beam penetrations required for anchor bolts and wood plate fastening hardware shall be pre -fabricated.

On-site drilling will not be allowed.

2.2 HARDWARE

A. Steel anchor bolts and associated hardware embedded in the concrete piling shall conform to the requirements of the Federal Specifications FF -325, Group II, Type 4, Class 1, and shall be stainless steel.

PART 3 – EXECUTION

3.1 HARDWARE

A. Anchor bolts and expansion bolts shall be installed as per the manufacturer's recommendations and shall be adequate for the use intended. Anchors shall be built into the connecting work in advance, where practicable.

3.2 STRUCTURAL SHAPES

A. Structural shapes shall be properly located with anchors built into the connecting work in advance. Care shall be used in making sure that structural members have bearing and anchorage provided. Bolted connections shall be made with close fitting bolts of the required length.

Bolts shall be furnished with stainless steel washers.

3.3 WELDING

A. Welding shall conform to the requirements of AWS D-1.1.

All weld spatter, slag, rust, and burnt paint will be

05120-2 removed, and damaged surfaces shall be wire brushed until completely cleaned. All welds shall be continuous and ground smooth prior to cleaning.

(END OF SECTION 05120)

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E o f

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 within 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 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 05/03 Page 1 of 5

3. How will contractor/subcontractor address the four leading hazards of construction work: falls, struck by, caught in/betw nd 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 05/03 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 05/03 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 05/03 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 05/03 Page 5 of 5

A. Anchor bolts shall be set precisely with templates and maintain bolt positions during concreting operations. Anchor bolts and expansion bolts shall be standard manufactured items intended for the use shown. Bolts, nuts, washers and appurtenant i...