01 12 00 Am-0001.pdf
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- Attached to
- Big Bend Intake Crane Rail Replacement Federal contract opportunity
- Solicitation number
- W9128F23R0014
About this file
This solicitation announcement is for the Big Bend Intake Crane Rail Replacement project to be performed at the Big Bend Powerhouse in Fort Thompson, South Dakota. The scope of work involves removing the existing crane rails and installing new upsized rails to support a larger 60-ton crane, including removing asphalt sealant, rails, grounding cable and anchor bolts, and installing a new grout pad, anchor bolts, grounding cables and flexible rail sealant. The estimated construction cost ranges from $500,000 to $1,000,000. Responses are due by 14 April 2023 and work must be completed within 549 days of notice to proceed. The primary NAICS code is 238120 and the size standard for small businesses is $19 million. The soliciting agency is the U.S. Army Corps of Engineers Omaha District. All questions must be submitted through ProjNet and site visits will take place on 29 March 2023.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 01 12 00 Am-0002.pdf | ||
| Am-0002 Contract Sheets.pdf | ||
| W9128F23R0014 Am0002.pdf | ||
| Site Visit 29 March 2023 Sign in Sheet.pdf | ||
| Site Visit 29 March 2023 Sign in Sheet.pdf | ||
| W9128F23R0014 Am0001.pdf | ||
| W9128F23R0014 Big Bend Rail Replacement Contract Drawings - Solicitation 2-14-23.pdf | ||
| RELEASED_W9128F23R0014.pdf | ||
| BB Intake Crane Rail Replacement BCOES Reference Drawings.pdf | ||
| W9128F23R0014 Big Bend Dam Intake Crane Rail Replacement specs.pdf |
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Text version
BB Intake Crane Rail Replacement Big Bend Dam, South Dakota BB00102
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 12 00
CONSTRUCTION GENERAL
PART 1 GENERAL
1.1 SCOPE
1.2 CONSTRUCTION RIGHT-OF-WAY
1.3 PROTECTION OF EXISTING FACILITIES AND WORKS
1.3.1 Protection of Appurtenances from Bituminous Material
Applications
1.4 CARE OF WATER
1.5 DISPOSITION OF CONSTRUCTION FACILITIES
1.6 ACCESS ROADS AND HAUL ROADS
1.6.1 Access Roads
1.7 PUBLIC ROADS
1.7.1 Lane Closure
1.7.2 Traffic Control Devices
1.7.3 Temporary Traffic Control (TTC)
1.7.4 Operations
1.7.4.1 Flaggers
1.7.5 Road Closure
1.7.6 State and Federal Highways
1.7.7 State and Local Public Roads
1.7.8 City Streets
1.8 COOPERATION WITH OTHER CONTRACTORS
1.9 COORDINATION AND OUTAGES
1.10 SUBMITTALS
1.11 WARRANTY OF CONSTRUCTION (MAR 1994)
1.12 INTAKE BRIDGE AND STRUCTURE LOADING PLAN
1.13 TELEPHONE/INTERNET
1.14 USE OF GOVERNMENT EQUIPMENT
1.14.1 Gantry Crane Operation
1.14.2 Working Hours
1.15 PORTABLE TOILETS
1.16 FEDERAL HOLIDAYS AND WORKING HOURS
PART 2 NOT USED
PART 3 NOT USED
-- End of Section Table of Contents --
SECTION 01 12 00 Page 1
SECTION 01 12 00
CONSTRUCTION GENERAL
PART 1 GENERAL
1.1 SCOPE
The work covered in this section is outlined as a statement of construction requirements common to all the work. Specific requirements for materials and installations are provided under the Technical Sections herewith. No claims for extras shall be made on account of items presumed to have been omitted from this section.
1.2 CONSTRUCTION RIGHT-OF-WAY
The Contractor will be assigned working areas or working right-of-way limits for use in the prosecution of work under this contract, subject to the SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Operations and Storage Areas."
1.3 PROTECTION OF EXISTING FACILITIES AND WORKS
The Contractor shall be responsible for the protection of the work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started. All work, storage of materials, and construction plant shall be kept within the limits of the areas assigned. Prior to construction operations, the Contractor shall confer with the Contracting Officer's representative to determine the proximity of any possible under-ground obstructions, pipe or equipment which could be damaged as a result of construction operations.
Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, the Contractor shall immediately notify the Contracting Officer. The Contracting Officer will review the information and discuss with the Contractor how to proceed. The Contractor will be responsible for the protection of structures from any structural damage during the construction operations. Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the plant and work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.
1.3.1 Protection of Appurtenances from Bituminous Material Applications
It shall be the responsibility of the Contractor to cover and protect the surfaces of roadway appurtenances, structures and installations by approved methods in advance of any bituminous material application adjacent thereto. Damages or defacement thereof shall be corrected as directed, by and at the expense of the Contractor.
SECTION 01 12 00 Page 2
1.4 CARE OF WATER
Full responsibility for care of water shall be borne by the Contractor until completion of work under this contract. The Contractor shall provide the materials and equipment and perform all work necessary to facilitate construction, protect the work from damage by water, and protect the water from and contruction equipment, material, or debris.
The Contractor shall make the needed investigations and determinations of conditions, both existing and anticipated concerning care of water. Plans for care of water are subject to approval by the Contracting Officer prior to construction. Facilities shall be removed upon completion of the work.
1.5 DISPOSITION OF CONSTRUCTION FACILITIES
All buildings and facilities constructed by the Contractor shall be maintained in a satisfactory condition with strict observance of the rules of sanitation, safety and order as may be established by the Contracting Officer. Prior to final payment under the contract, all buildings and facilities constructed by the Contractor for the Contractor's use shall be removed from the site by the Contractor.
1.6 ACCESS ROADS AND HAUL ROADS
1.6.1 Access Roads
Access roads as required for the prosecution of the work shall be maintained (including sprinkling for dust control, safety personnel, and traffic control) within the work areas assigned to the Contractor.
Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall be responsible for repair of damage to existing roads caused by the Contractor's operation.
1.7 PUBLIC ROADS
1.7.1 Lane Closure
One lane of the road must remain open at all times. The Contractor shall determine an appropriate method for the specific Temporary Traffic Control (TTC) zone one-lane, two-ways traffic control method in accordance with MUTCD and South Dakota DOT requirements. The Contractor shall furnish all necessary personnel and traffic control devices, perform routine day and night inspections of TTC elements, and maintain all furnished traffic control devices to provide safety for motorists, bicyclists, pedestrians, workers, enforcement/emergency officials, and equipment as required by MUTCD. The Contractor is required to coordinate the road/lane closure with the SDDOT and USACE.
1.7.2 Traffic Control Devices
All traffic control devices (signs, arrow boards, barricades, lighting etc) by the Contractor, must conform with the U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic
SECTION 01 12 00 Page 3
Control Devices.
1.7.3 Temporary Traffic Control (TTC)
The Contractor shall be responsible for the safe control of traffic on all haul and access roads used primarily for the work under these specifications and at their crossings with roads used by others. The Contractor shall, at the Contractor's own expense, furnish all personnel, and traffic control devices necessary for the safe movement of all road users through or around Temporary Traffic Control zone. Traffic control plans, including a listing of equipment and its employment, shall be submitted for review and approval prior to construction.
1.7.4 Operations
When operations are being conducted near a U. S. or State Highway or when construction equipment is being used on or adjacent to such highway, the Contractor shall furnish all necessary traffic control devices and personnel to provide safe and effective movement of all road users through or around Temporary Traffic Control zone as required by MUTCD and South Dakota DOT. All required state and/or local permits shall be obtained at the Contractor's expense in advance and shall be provided to the COR.
The highways and streets shall be kept open at all times.
1.7.4.1 Flaggers
The Contractor shall provide flaggers when:
a) Construction equipment and/or vehicles are blocking the roadway making it difficult for vehicles to pass or see or due to terrain.
b) One-way traffic is required thru a construction zone.
c) Trucks are pulling onto and/or off of a roadway or operating at a reduced speed causing a hazardous situation for drivers.
d) Anytime the Contractor feels that road users are at risk due to Construction activity.
Flagger shall have all qualifications, high-visibility safety apparel, and appropriate hand-signaling devices in accordance with MUTCD and South Dakota DOT requirements. The flagger shall be properly trained as required by the state. The Contractor shall furnish all necessary traffic control devices to establish appropriate TTC zone when the Flagger Control is utilized.
1.7.5 Road Closure
At each location designated by the Contracting Officer and where safe operation requires the closing of roads, streets or other travel arteries leading to the work under this contract, the Contractor shall furnish all appropriate traffic control devices to provide safety for motorists, bicyclists, pedestrians, workers, enforcement/emergency officials, and equipment during construction as required by MUTCD and South Dakota DOT.
Arrangements for closure of roads, streets or other travel arteries shall be made by the Contractor with local State, County or City officials. The Contractor shall notify the appropriate official in writing at least ten
(10) days in advance of the date desired to close a road to traffic and shall furnish a copy of the agreement and approved Temporary Traffic Control plans to the Contracting Officer prior to closure.
SECTION 01 12 00 Page 4
1.7.6 State and Federal Highways
Where the Contractor hauls across or on State or Federal highways, the Contractor shall enter into all agreements with the State Highway Commission and shall comply with any restrictions they may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damages resulting from hauling across or on State highways. Copies of such agreements shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.
1.7.7 State and Local Public Roads
(a) Load Limits:
The South Dakota Department of Transportation and local County Road Commissions restrict the load weights of haul vehicles using highways and county roads during the spring thaw period. The load restrictions are usually imposed from 1 April through June depending on actual weather conditions.
(b) Hauling Regulations:
Prior to start of hauling operations on public roads, the Contractor shall furnish evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.
1.7.8 City Streets
Where the Contractor intends to cross or to use city streets for haul roads the Contractor shall enter into an agreement with the City and shall comply with any restrictions the City may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these highways. A copy of all such agreements shall be furnished the Contracting Officer before the Contractor begins hauling in city streets.
1.8 COOPERATION WITH OTHER CONTRACTORS
The Contractor shall cooperate and coordinate work with that of the State and others (public and private) working in the area during the life of this contract. The Contractor shall coordinate work with others to avoid undue interference and shall conduct operations, other than approved required access, within the limits of the assigned construction area or construction right-of-way limits. The Contractor shall cooperate with others as necessary in the interest of timely completion of all work and in the event of disagreement the decision of the Contracting Officer shall be final.
1.9 COORDINATION AND OUTAGES
The Contractor's employees shall not open, close or tamper with switches, valves or control devices for existing installed equipment. Only Government operating personnel will be authorized to open or close existing switches, valves and control devices to enable the Contractor to make connections or modifications to existing equipment. Work shall be
SECTION 01 12 00 Page 5 coordinated and scheduled to reduce the "Down" time of operating equipment or systems to a minimum.
The contractor shall start on south end of powerhouse and only work on rails adjacent to bays 7 & 8 initially and once those are completed, proceed onto bays 6 - 1. At some point during the installation, the crane will be transferred from the old rails to the new rails. The COE needs about one day of time per unit for maintenance or 8 days total and will work from unit 8 back to unit 1 ahead of the contractor.
1.10 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Proposed Methods of Operation; G-AO
Construction Right-of-Way
(Right-of-Way Agreements)
State and Federal Highways
(Agreements for hauling on highways)
State and Local Public Roads
(Agreements for hauling on roads)
Temporary Traffic Control (TTC); G, AO
SD-02 Shop Drawings
Care of Water; G-AO
SD-11 Closeout Submittals
Warranty of Construction
(List of warranties with copy of each)
1.11 WARRANTY OF CONSTRUCTION (MAR 1994)
(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.
SECTION 01 12 00 Page 6
(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.
(c) The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of--
(1) The Contractor's failure to conform to contract requirements; or
(2) Any defect of equipment, material, workmanship, or design furnished.
(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.
(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.
(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.
(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall--
(1) Obtain all warranties that would be given in normal commercial practice;
(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and
(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.
(h) In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.
(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.
(j) This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)
*Am-1
SECTION 01 12 00 Page 7
1.12 INTAKE BRIDGE AND STRUCTURE LOADING PLAN
Submit an Intake Deck and Structure Loading Plan for Government approval.
Include details, trailer weight, shipment weight, total axle loads, product data, and structural loading diagrams for each piece of equipment exceeding AASHTO HS20 truck loads for both the intake bridge and intake structure for the installation and demolition for the new intake gantry crane. Submit loading plan 90 days prior to commencement of onsite work which would load the structures beyond AASHTO HS20 truck loads.The intake deck is designed for a live load of 1,000 psf and hatch covers are designed for AASHTO HS20 truck loads. If a mobile crane is required, place outriggers in locations that do not overload the intake structure. Do not place outriggers on any hatches on the intake deck. Place outriggers in a manner so they bear on structural supports of the intake structure. Structural supports of the intake structure include but are not limited to: mass concrete, columns, and bearing/shear walls. Include outrigger bearing pressure and dimensions to exact locations within the loading plan.
The intake bridge is designed for the special construction loads shown on the reference drawings which were originally developed for the delivery of the intake gates. Select mobile cranes and trailers whose axle loadings similar to the special construction loads. The Government will verify that the axle loadings do not exceed the bridge capacity."
**Am-1
1.13 TELEPHONE/INTERNET
The Contractor is responsible for arranging telephone/Internet service for the Contractor's trailer through the local telephone company.
1.14 USE OF GOVERNMENT EQUIPMENT
1.14.1 Gantry Crane Operation
Government personnel only will operate the gantry crane. The Contractor will be responsible for furnishing and performing all rigging for all lifts. The Government must inspect and approve all rigging prior to performing the lift. The Contractor will be responsible for all off-loading, movement, and loading of required construction equipment and materials.
1.14.2 Working Hours
The Contractor shall properly prepare and plan all lifts such that Government operators are required for a minimum number of occasions. Use of the crane will only be during normal Government working hours. A crane operator will not be furnished on a standby basis. The Contractor shall coordinate with the powerplant superintendent , in writing 24 hours in advance, the need for a crane operator. The Government will operate the crane during the normal daytime working hours of 6:30 am to 4:00 pm Monday thru Thursday .
1.15 PORTABLE TOILETS
Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff . Toilet(s) shall be placed at the location directed
SECTION 01 12 00 Page 8 by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.
1.16 FEDERAL HOLIDAYS AND WORKING HOURS
The Contractor will have access to the facility for work during normal plant business hours from 0630 to 1700 hrs Monday through Friday, excluding any federally recognized holidays or observance days. The Contractor shall plan all work accordingly. These hours will be strictly adhered to unless the Government determines work outside this time is beneficial to the Government or a bilateral modification for extended working hours is executed.
The following Federal legal holidays are observed by this installation:
New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Juneteenth 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December
If the wage determination has a discrepancy with the above list of observed Federal holidays, then the wage determination takes precedence.
PART 2 NOT USED
PART 3 NOT USED
-- End of Section --
SECTION 01 12 00 Page 9
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