C8392X.docx
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- Rebuild Marcus Hook Range Lights Federal contract opportunity
- Solicitation number
- 70Z08318BPAC12700
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USCG Specification 7615448
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| File | Type | Posted |
|---|---|---|
| Abstract_of_Offerors_18-PAC127.pdf | ||
| Signed_Amendment_00003.pdf | ||
| Signed_Amendment_00002.pdf | ||
| Signed_Amendment_00001.pdf | ||
| MH_Rangelight_HYDROSURVEY_MLLW.pdf | ||
| Amendment_00001_18-PAC127_Rebuild_Marcu_Hook_Range_Lights.pdf | ||
| Amendment_00001_18-PAC127_Rebuild_Marcus_Hook_Range_Lights.doc | DOC document | |
| C8392_Delaware_DNR_permit.pdf | ||
| C8392_Construction_Drawings.pdf | ||
| Bid_Notice.doc | DOC document | |
| Reference_Information.doc | DOC document | |
| C8392_NMFS_Biological_Opinion.pdf | ||
| 18-B-PAC127_IFB_Solicitation_Rebuild_Marcus_Hook_Range_Lights.docx | DOCX document | |
| Wage_Rates_DE17.docx | DOCX document |
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DEPARTMENT OF HOMELAND SECURITY
UNITED STATES COAST GUARD
ENGINEERING SERVICES DIVISION
SPECIFICATIONS
FOR
REBUILD MARCUS HOOK RANGE LIGHTS
U.S. COAST GUARD AIDS TO NAVIGATION TEAM
PHILADELPHIA
PHILADELPHIA, PENNSYLVANIA
DECEMBER 2017
COMMANDING OFFICER
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT, RM 2179
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
AUTHOR: Noah J. Elwood DIV 1 FINAL
TABLE OF CONTENTS
| Division |
| Section |
| Title |
| Page |
GENERAL REQUIREMENTS
| 01 11 00 |
| Scope of Work |
| 4 |
| 01 12 16 |
| Project Phasing |
| 5 |
| 01 14 00 |
| Contractor Work Hours |
| 5 |
| 01 14 13 |
| Pre-bid Site Visits |
| 6 |
| 01 14 14 |
| Pre-Construction Site Conditions |
| 6 |
| 01 14 16 |
| Coordination |
| 6 |
| 01 14 19 |
| Field Adjustments |
| 7 |
| 01 18 13 |
| Utility Permits |
| 8 |
| 01 18 14 |
| Building Permits |
| 8 |
| 01 18 17 |
| Environmental Permits |
| 8 |
| 01 26 13 |
| Request for Information |
| 9 |
| 01 31 19 |
| Project Meetings |
| 11 |
| 01 32 16 |
| Construction Schedule, Schedule of Values and Progress Schedule |
| 11 |
| 01 32 26 |
| Construction Daily Reports |
| 12 |
| 01 33 00 |
| Submittal Procedures |
| 13 |
| 01 35 29 |
| Government Safety Program |
| 14 |
| 01 51 00 |
| Temporary Utilities |
| 14 |
| 01 51 13 |
| Equipment/Utility Lockout and Tagout Requirements |
| 15 |
| 01 55 29 |
| Staging Areas and Access |
| 15 |
| 01 57 13 |
| Erosion and Sediment Control |
| 15 |
| 01 57 23 |
| Pollution Control |
| 15 |
| 01 58 00 |
| Marine Lights and Signals |
| 16 |
| 01 65 00 |
| Recovered Materials Notice |
| 17 |
| 01 66 13 |
| Hazardous Waste |
| 17 |
| 01 66 16 |
| Safety Data Sheets and Material Handling Procedures |
| 18 |
| 01 71 33 |
| Protection from Weather and Construction Operations |
| 18 |
| 01 74 00 |
| General Cleanup and Site Restoration of Work Areas |
| 18 |
| 01 78 00 |
| As Built Drawings |
| 19 |
| 01 78 23 |
| Operating Instructions and Training |
| 20 |
| List of Submittals |
| 21 |
| Contract Item Acceptance Request |
| 25 |
EXISTING CONDITIONS
| 02 41 00 |
| Demolition |
| 26 |
| Division |
| Section |
| Title |
| Page |
| 02 83 13.00 20 |
| Lead in Construction |
| 29 |
METALS
| 05 05 23.16 |
| Structural Welding |
| 43 |
| 05 12 00 |
| Structural Steel |
| 53 |
| 05 50 14 |
| Structural Metal Fabrications |
| 58 |
WOOD, PLASTICS, AND COMPOSITES
| 06 73 01 |
| Fiberglass Reinforced Plastic (FRP) Grating |
| 63 |
FINISHES
| 09 97 13.26 |
| Coating of Steel Waterfront Structures |
| 68 |
SPECIALTIES
| 10 99 02 |
| Safety Climb System |
| 73 |
ELECTRICAL
| 26 00 00.00 20 |
| Basic Electrical Materials and Methods |
| 76 |
| 26 05 00.00 40 |
| Common Work Results for Electrical |
| 81 |
| 26 05 19.10 10 |
| Insulated Wire and Cable |
| 87 |
| 26 31 00 |
| Solar Photovoltaic (PV) Components |
| 90 |
| 26 41 00 |
| Lightning Protection System |
| 109 |
| 26 54 21.00 10 |
| Visual Navigation Aids |
| 113 |
ELECTRONIC SAFETY AND SECURITY
| 28 05 26.00 40 |
| Grounding and Bonding for Electronic Safety and Security |
| 117 |
EARTHWORK
| 31 62 16.16 |
| Steel Caissons |
| 121 |
| 31 62 19.02 |
| Marine Fiberglass Caisson Jackets |
| 132 |
WATERWAY AND MARINE CONSTRUCTION
| 35 10 35 |
| Diving |
| 136 |
| 35 13 10 |
| Installation of Navigational Light Structures |
| 138 |
| 35 59 13.16 |
| Marine Fenders |
| 145 |
P/N 7615448 Division 01 – Table of Contents
DIVISION 1
(April 2014 Version)
SECTION 01 11 00
SCOPE OF WORK
1. WORK INCLUDED: Major items of work shall include the following:
· Remove Existing Front Range structure including the concrete foundation, timber support piles and tower. The steel tower is assumed to contain lead paint and the timber components to contain creosote. All materials that are assumed to be contaminated shall be properly disposed of at an off-site disposal facility in accordance with all local, State and Federal requirements, unless proper material testing is completed to determine otherwise.
· Remove submarine cable and associated electrical equipment servicing front range (submarine cable removal limits indicated on drawings)
· Removal of electrical service and equipment for existing rear range. The lighthouse is historic and shall not be altered by this work.
· Construct two new range structures, front and rear, including platforms, ladders, boat landings, navigational equipment, and all appurtenances and equipment as indicated on the contract drawings and specifications
1.2 Work associated with these items is described in the following specification sections and/or are shown on the contract drawings. Incidental work items not listed above and necessary for completing the project shall be included.
2. DRAWINGS: Drawings and the accompanying specifications are the property of the Government and comprise legal documentation that pertains exclusively to this project. Drawings will be made available in a format determined by the solicitation method. CEU Cleveland will not provide hard copies of drawings.
| 2.1 | Construction Drawings: |
| Sheet No. | |
| Page | |
| Title |
| G-01 |
| 1 of 22 |
| Cover |
| C-01 |
| 2 of 22 |
| Overall Work Plan |
| C-02 |
| 3 of 22 |
| Boring Logs |
| C-03 |
| 4 of 22 |
| Front Range Removals |
| S-01 |
| 5 of 22 |
| Light Tower Elevations |
| S-02 |
| 6 of 22 |
| Front Range Platform Details |
| S-03 |
| 7 of 22 |
| Rear Range Platform Details |
| S-04 |
| 8 of 22 |
| Rear Range Upper Platform Details |
| S-05 |
| 9 of 22 |
| Landing and Fender Details |
| S-06 |
| 10 of 22 |
| Support Bracket Details |
| S-07 |
| 11 of 22 |
| Ladder Details |
| S-08 |
| 12 of 22 |
| Connection Details |
| S-09 |
| 13 of 22 |
| Foundation Details |
| S-10 |
| 14 of 22 |
| Optics and Solar Panel Details |
| E-01 |
| 15 of 22 |
| Front Range Removals |
| E-02 |
| 16 of 22 |
| Rear Range Removals |
| E-03 |
| 17 of 22 |
| Electrical Schematics |
| E-04 |
| 18 of 22 |
| Electrical Details |
| R-01 |
| 19 of 22 |
| Reference – 1 |
| R-02 |
| 20 of 22 |
| Reference – 2 |
| R-03 |
| 21 of 22 |
| Reference – 3 |
| R-04 |
| 22 of 22 |
| Reference – 4 |
| 2.2 | Reference Documents: |
| C8392 Delaware DNR permit.pdf |
C8392 NMFS Biological Opinion.txt
SECTION 01 12 16
PROJECT PHASING
Project phasing is a core requirement of this contract to assure the channel range lights are operational continuously throughout the duration of the project. Following are key steps of the project phasing;
· Construct front and rear ranges assuring construction equipment does not interfere with the existing range. For reference no construction equipment should extend more than 15 feet above the highest point of the existing front and rear range structures, while in line with the range.
· Install navigational equipment on front and rear range towers
· Complete survey verifying location
· Coordinate with Aids to Navigation Team (ANT) Philadelphia to energize and test range
· Upon approval from the Philadelphia Officer in Charge de-energize the existing front and rear range
· Completely remove existing front range as specified and remove electrical service from existing rear range
· Complete miscellaneous work items as required by the contract documents
SECTION 01 14 00
CONTRACTOR WORK HOURS
| 1. | WORK HOURS: The Coast Guard has no work hour restrictions for the work conducted on the water. Contractor shall adhere to all local noise requirements. Understanding that the existing rear range is located in a residential community, work on this structure should be completed during the period of 0730 and 1630, Monday through Friday. |
| 2. | SATURDAY, SUNDAY AND HOLIDAYS: The Contractor shall provide the Contracting Officer's Representative at least forty-eight hours advance notice prior to working on weekends or Federal holidays. The Government may reject any such request without impacting the completion time of the contract. |
| 3. | CONTRACT COMPLETION: The Contractor shall complete work within the time frame indicated upon issuance of the Notice to Proceed. Limitations imposed by these work hours will not entitle the Contractor additional time to complete the project. Refer to FAR Clause 52.211-10 "Commencement, Prosecution and Completion of Work". |
SECTION 01 14 13
PRE-BID SITE VISITS
1. GENERAL: Bidders are responsible for visiting the site to field verify existing conditions and determine actual dimensions and the nature of the work required. Failure to visit the site does not relinquish the bidder from determining the extent and scope of the work required and estimating the difficulty and cost to complete the project. Requests for equitable adjustments, in either time or money, arising from failing to field verify site conditions may be denied. Provisions regarding the site visit requirements are outlined in FAR Clause 52.236-3 “Site Investigation and Conditions Affecting the Work”.
2. SITE VISIT: Arrange pre-bid site visits to verify existing conditions with the Aids to Navigation Team Philadelphia, Officer in Charge (OIC) at (215) 271-4847. The Officer in Charge may limit hours of access or levy certain restrictions regarding visits to the site.
SECTION 01 14 14
PRE-CONSTRUCTION SITE CONDITIONS
| 1. | SITE CONDITION VERIFICATION: The Contractor shall verify the conditions of the existing site, equipment, and facilities potentially affected by the work under this contract and photograph and/or videotape the conditions in order to document their pre-construction condition. Copies of the photos and videos shall be submitted to the Contracting Officer prior to starting work. |
| 2. | UTILITIES: The Contractor shall use proactive measures such as digging, metering, testing, underground utility location devices, and utility company location services to locate all underground utilities identified in the area of work at no additional expense to the Government. Additional cost of unplanned outages and repair of damaged utilities, including emergency repairs by others, not properly identified by the Contractor shall be the Contractor’s responsibility. |
SECTION 01 14 16
COORDINATION
1. INTERFERENCE WITH COAST GUARD OPERATIONS: Accomplish work in a manner that causes minimal impact on normal operations. The Contractor shall notify the Contracting Officer’s Representative at least five working days in advance of any planned outages of water, electrical, telephone, or sanitary facilities. Notify the Contracting Officer’s Representative at least one week prior to beginning construction.
2. FACILITY REGULATIONS:
2.1 The Contractor, his employees, and subcontractors shall become familiar with and obey all facility regulations. All personnel employed on the project shall keep within the limits of the work and avenues of ingress and egress, and shall not enter any other areas outside of the site of the work unless required to do so in the performance of their duties. The Contractor's equipment shall be conspicuously marked for identification.
2.2 There shall be NO SMOKING in any Coast Guard building.
2.3 Storage Areas: There are no storage areas available to the Contractor. All storage of equipment and materials shall be offsite or on Contractor owned barges.
2.4 Storm Protection: If a gale force wind warning or higher is issued, take precautions to minimize any danger to persons and protect the work and nearby Government property. Precautions shall include, but not be limited to, closings, removing loose materials, tools and equipment, from exposed locations. Remove and secure scaffolding and temporary work. Close openings in the work area if storms of lessor intensity are imminent.
3. LOCAL UTILITY:
3.1 Coordinate with local utilities as necessary to complete the removal of the electrical service from the existing rear and front ranges.
4. AIDS TO NAVIGATION EQUIPMENT:
4.1 General: Coordinate relocation and/or disconnection of aids to navigation equipment with the ANT at least one week prior to any work directly affecting the operation of AtoN equipment. Perform all electrical work, including connections and/or terminations of wiring, as indicated on the drawing(s). Lift, position, and reset AtoN as noted on the drawings. Install new equipment and accompanying wiring and components as indicated.
4.2 Notification: It is the project intent that the existing range system remains operational until the replacement range system is tested, determined fully operational, and approved by the OIC. In the event an outage is deemed required notify the Commander, Fifth Coast Guard District (dpw) at (757) 398-6486 for issuance of “Notice to Mariners” a minimum of 10 (ten) days in advance of taking any AtoN equipment out of service. The duration in which AtoN equipment is out of service shall be limited as indicated and/or dictated by dpw. Installation and operation of temporary AtoN equipment will be required when the outage will exceed the duration prescribed.
SECTION 01 14 19
FIELD ADJUSTMENTS
1. The Contracting Officer’s Representative may authorize field adjustments. Field adjustments are those alterations that do not affect time, price, or intent of the contract documents. All field adjustments shall be documented in the Daily Reports and on the As-Built Drawings.
SECTION 01 18 13
UTILITY PERMITS
1. The Contractor is responsible for obtaining all permits required for connection to all public or private utility systems. This shall include all permit, inspection, administrative and accessory costs normally charged of customers by the utility.
1.1 All Tie-in and/or connection or disconnection fees will be paid by the Contractor.
SECTION 01 18 14
BUILDING PERMITS
1. NO BUILDING PERMITS from state or local governments are required for work performed on federal property. Courtesy permits may be obtained at the Contractor's option. No payment will be made to the Contractor for any permit cost. Design changes to obtain courtesy permits, even at no cost, will not be allowed without written approval of the Contracting Officer.
SECTION 01 18 17
ENVIRONMENTAL PERMITS
1. Unless directed by other sections of this specification, the Contractor will not be responsible for obtaining environmental permits. The contractor shall comply with the requirements of the attached reference documents, Section 01 11 00, paragraph 2.2. Specifically no work shall be performed between 16 March though 31 August, the contractor will be required to drill slowly with low impact for the first ten minutes of drilling and use of a turbidity curtain around each range light location to assure that debris is contained. The power to light in the existing Range Rear Lighthouse shall be disconnected; however, the beacon and associated equipment shall remain in place.
SECTION 01 26 13
REQUESTS FOR INFORMATION
1. SUMMARY:
A. Section Includes: Administrative requirements for requests for information.
2. DEFINITIONS:
A. Request for Information: A document submitted by the Contractor requesting clarification of a portion of the contract documents, hereinafter referred to as RFI (Request for Information).
B. Proper RFIs: A properly prepared request for information shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested.
1. RFIs shall be sequentially numbered.
2. Drawings shall be identified by drawing number and location on the drawing sheet.
3. Specifications shall be identified by Section number, page and paragraph.
C. Improper RFIs: RFIs that are not properly prepared.
1. Improperly prepared RFIs will not be processed by the Contracting Officer, but will be returned unprocessed.
D. Frivolous RFIs: RFIs that request information that is clearly shown on the Contract Documents.
1. Frivolous RFIs may be returned unprocessed.
3. CONTRACTOR’S REQUESTS FOR INFORMATION:
A. When the Contractor is unable to determine from the Contract Documents, the material, process or system to be installed, the Contracting Officer shall be requested to make a clarification of the indeterminate item.
1. Wherever possible after contract award, such clarification shall be requested at the next site visit by the Contracting Officer’s Representative (COR), with the response entered on the daily reports. When clarification at the COR’s site visit is not possible either because of the urgency of the need, or the complexity of the item, Contractor shall prepare and submit an RFI to the Contracting Officer.
B. Contractor shall endeavor to minimize the number of RFIs. In the event that the process becomes unwieldy, in the opinion of the Contracting Officer because of the number and frequency of the RFIs submitted, the Contracting Officer may require the Contractor to abandon the process and submit future requests as either submittals, substitutions or requests for change.
C. RFIs shall be submitted on the form provided by the Contracting Officer. Forms completely filled in, and if prepared by hand, shall be fully legible after photocopying or fax transmission. Each page of the attachments to RFIs shall bear the RFI number in the upper right corner.
D. RFIs shall be originated by the Prime Contractor.
1. RFIs from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by the Prime Contractor prior to submitting to the Contracting Officer.
2. The Contracting Officer will neither act on nor respond to RFIs received directly from subcontractors or suppliers.
E. Contractor shall carefully study the Contract Documents to assure that the requested information is not available therein. RFIs which request information available in the Contract Documents will be deemed either Improper or Frivolous as defined above.
F. In cases where RFIs are issued to request clarification of coordination issues, for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items when feasible, Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit with the RFI.
G. RFIs shall not be used for the following purposes:
1. To request approval of submittals.
2. To request approval of substitutions.
3. To request changes which entail additional cost or credit.
4. To request different methods of performing work than those drawn and specified.
H. In the event the Contractor believes that a clarification by the Contracting Officer results in additional cost or time, the Contractor shall not proceed with the work indicated by the RFI until a modification is prepared and approved. RFIs do not automatically justify a cost increase in the work or a change in the project schedule.
1. Answered RFIs shall not be construed as approval to perform extra work.
I. Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Contracting Officer, Contractor shall furnish copies of the log showing outstanding RFIs. Contractor shall note unanswered RFIs in the log.
J. Contractor shall allow up to 14 days review and response time for RFIs, however, the Contracting Officer will endeavor to respond in a timely fashion to RFIs.
K. The Government reserves the right to issue a change order to expedite the work per FAR Clause 52.243-4, Changes.
4. CONTRACTING OFFICER’S RESPONSE TO RFIs:
A. Contracting Officer will respond to RFIs on one of the following forms:
1. Proper RFIs:
a. Change Order
b. Request for Proposal
2. Improper or Frivolous RFIs:
a. Unprocessed RFIs will be returned with a stamp or notation: Not Reviewed.
3. Answers to properly prepared RFIs may be made directly upon the RFI form with supplementary instructions as necessary.
SECTION 01 31 19
PROJECT MEETINGS
1. LOCATION: Project meetings will be conducted either on-site or with a conference call. The following meetings may be held:
1.1 Pre-Construction Conference: After award of a contract, the Coast Guard will arrange a conference with the Contractor and necessary Coast Guard personnel. The purpose of this conference is to orient the Contractor to Government procedures for wage rates, contractual and administrative matters, and to discuss specific issues regarding actual construction.
1.2 Progress and Technical Review Meetings: These meetings generally take place at the project site. Either party may request a meeting to review the progress of the project and/or review or clarify the technical requirements of the specifications.
SECTION 01 32 16
CONSTRUCTION SCHEDULE, SCHEDULE OF VALUES,
AND PROGRESS SCHEDULE
1. In accordance with the Notice to Proceed letter, the Contractor shall submit the following:
A. Construction Schedule-This schedule shall be prepared using a horizontal bar graph with time scale. It shall be in an industry accepted Project Management format and shall accurately display:
1. All major categories of work to be performed within the required contract completion date broken out in sufficient detail to track progress throughout the life of the contract. Major work categories should include but are not limited to mobilization, carpentry, plumbing, mechanical, electrical, roofing, concrete, site work, and demobilization. In addition to construction activities, procurement times for critical items, submittal turnaround time, mobilization, final inspection, punchlist work, and demobilization shall be shown on the schedule.
2. The duration of each work category.
3. Any concurrent work categories.
B. Schedule of Values-This schedule shall be prepared as a detailed cost breakdown of the contract price and be submitted with the Construction Schedule. This schedule shall include but not be limited to costs of materials, equipment, and labor for all major work categories shown on the Construction Schedule. The Contractor shall adhere to the following guidelines when developing the Schedule of Values.
1. Format - The line items in the Schedule of Values shall be the same as that of the Construction Schedule.
2. Bonds - Bonding costs will only be paid in a lump sum if they are broken out separately and included with the schedule of values. The Contractor shall provide evidence that he has furnished full payment to the surety.
3. Materials - To request progress payments for materials delivered to the construction or fabrication site, the particular category of work associated with the materials must be broken down into separate material and labor costs.
2. UPDATES: Each month and /or with each progress payment request, the Contractor shall submit the following:
A. Progress Schedule-This schedule shall be an update of the Construction Schedule. It shall show the current schedule of all work.
1. Modifications - If modifications are made to the contract, the work added shall be tracked separately from the original Construction Schedule and shall maintain its individuality on the Progress Schedule throughout the life of the contract. Progress Payment requests shall not lump modification costs into the original contract price.
SECTION 01 32 26
CONSTRUCTION DAILY REPORTS
1. GENERAL: The Contractor shall complete a Daily Report for each and every day after mobilization. The importance of an accurate, fully detailed Daily Report, promptly delivered to the designated On-Site Representative cannot be overemphasized. The report shall provide an accurate cumulative summary of the history and performance of the work. The Daily Report shall document weather; work hours; work in-place; inspections and tests conducted, and their results; dimensional checks; equipment and material checks; data on workers by classification; the mobilization and demobilization of construction equipment; materials delivered to the site; and any other pertinent noteworthy event; e.g., personnel injury, site visit by Coast Guard personnel, etc.
2. RESPONSIBILITY: The Daily Reports play an important role in settling disputes and claims for both parties. For this reason the On-Site Representative and the Contractor's Superintendent, together, should review the report to ensure its completeness and accuracy. Each day's report shall be submitted to the On-Site Representative no later than 10:00 a.m. the following morning. The maximum allowable retainage will be enforced for late, sporadic or non-submission of Daily Reports. In the absence of an On-Site Representative the Contractor shall mail the Daily Reports directly to the Contracting Officer every Friday. Should the Daily Report indicate an accident, environmental issue, OSHA violation or any crisis the On-Site Representative deems important, the Report should be faxed immediately to the Contracting Officer at (216) 902-6278.
3. DESIGNATED ON-SITE REPRESENTATIVE RESPONSIBILITY: After a Notice to Proceed for site work has been issued the On-Site Representative shall complete a Daily Report for each day until the Contractor mobilizes. After the Contractor is at the site, the On-Site Representative shall ensure that the Contractor completes the Daily Report in accordance with Paragraphs 1 and 2 above. Any items of dispute or other notes the On-Site Representative feels appropriate shall be added to the Daily Report. The On-Site Representative is also responsible for informing the COR when the Contractor fails to submit daily reports.
SECTION 01 33 00
SUBMITTAL PROCEDURES
1. GENERAL: The Contractor shall submit to the Contracting Officer (4) copies of submittals required by this specification and/or itemized on the "List of Submittals" found at the end of this division.
2. REQUEST: A "CONTRACT ITEM ACCEPTANCE REQUEST" shall accompany all submittals. All items shall be individually listed and clearly identified, referencing the applicable Section and Paragraph. A copy of this form is located at the end of this division and may be reproduced as needed.
2.1 Up to eight (8) items may be listed on an individual acceptance request. Number each Contract Item Acceptance Request consecutively (Submittals # 1, 2, etc.) and re-submittals with letters (Submittal #1A is the first re-submittal of Submittal #1).
2.2 Submittals shall be forwarded to the Contracting Officer. The Contractor shall allow 14 calendar days, excluding mailing time, for the review process in the Construction Schedule and all project planning. In instances where submittal review must be expedited, the Contractor may annotate the Contract Item Acceptance Request as "Urgent" and provide a FAX number for prompt return. The Coast Guard will make every effort to accelerate the review of each urgent submittal; however, the Contractor should not anticipate a reduced time schedule and shall plan project progress accordingly.
3. ACCEPTANCE: Submittals will be stamped "Accepted", "Accepted with Comments", or "Resubmit". Acceptance, Acceptance with comments or Resubmit for each item will be indicated on the Contract Item Acceptance Request form and one copy returned to the Contractor.
3.1 Prompt re-submittal of items is required. The Contractor shall furnish a new Contract Item Acceptance Request numbered in accordance with the requirements of paragraph 2.1.
4. DEFECTIVE WORK: Acceptance of Submittals does not restrict the Government's right to reject departures from contract requirements, use of damaged or improperly installed items/materials, or latent defects, nor does it prejudice the Government's rights of rejecting any work found defective at Final Inspection and Acceptance.
4.1 Work started or completed prior to submittal acceptance is solely at Contractor's risk and may jeopardize contract performance.
SECTION 01 35 29
GOVERNMENT SAFETY PROGRAM
1. GENERAL: The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property, and avoids work interruptions. The Contractor shall provide appropriate safety barricades, signs, signal lights, etc. as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.
2. COMPLIANCE: The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.
3. SAFETY PLAN: The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work; e.g., elevated working surfaces, working over water, working from floating work platforms, overhead crane operations, etc.
SECTION 01 51 00
TEMPORARY UTILITIES
1. GENERAL: All temporary utility connections shall be compatible with existing materials and equipment to provide safe and efficient installation, operation and removal. There are no utilities available on site. The Contractor shall provide portable generation, water, portable toilets and other services necessary to complete the project.
2. ELECTRICITY AND WATER: Electrical power and water are available on the site. The Contractor will be permitted to utilize these utilities in performing the work, provided that the existing systems are not overloaded. The Contractor is responsible for installing and removing all connections to existing systems and shall ensure work and materials are in accordance with local codes. The use of the electricity shall be limited to tools that can be operated on 60 Hertz, single phase, 20 ampere, 120 volt circuits.
3. TELEPHONE: Telephone services will not be available for use by the Contractor.
4. WATER HOOKUP: All connections to the water system shall be equipped with back flow protection. Temporary potable water pipes and hoses shall be sterilized before being placed in operation and every time the system is opened to the atmosphere for repair or relocation.
5. SANITARY FACILITIES: It shall be the Contractor's responsibility to furnish and maintain approved portable toilet facilities for all Contractor personnel. The On-Site Representative will designate the physical location for the facility and the Contractor shall maintain the toilet facility to the satisfaction of the Government. Contractor personnel are forbidden to use toilet facilities within existing buildings.
SECTION 01 51 13
EQUIPMENT/UTILITY LOCKOUT AND TAGOUT REQUIREMENTS
1. GENERAL: The Contractor shall comply with OSHA 29 CFR 1910.147, “The Control of Hazardous Energy” (Lockout/Tagout). The Contractor shall provide a Lockout/Tagout Plan to the Contracting Officer prior to starting any work affected by the energy in the equipment/utility system.
2. APPLICATION: The Contractor shall be responsible for locking out and tagging out of service, all equipment/utility systems involved in the work under this contract. After the Contracting Officer’s Representative has approved an outage, Government personnel and the Contractor shall independently secure the equipment/utility system and tag the respective system out of service. The Contractor shall provide their own locks and chains that are required to secure the equipment/utility systems; e.g., steam, water, air, and/or electricity.
SECTION 01 55 29
STAGING AREAS AND ACCESS
1. LOCATION: No staging areas are provided for this project, due to the nature of the facilities (offshore) and type of structures.
SECTION 01 57 13
EROSION AND SEDIMENT CONTROL
1. GENERAL: The Contractor shall plan and execute all subsea cable removal, and range tower construction and demolition operations to minimize erosion and turbidity. Adhere to all permit conditions to prevent damage to environmental resources.
SECTION 01 57 23
POLLUTION CONTROL
1. VOLATILE ORGANIC COMPOUND (VOC) REGULATIONS: Contractors are required to comply with local, state and federal VOC compliance laws and regulations in the foregoing order of precedence. In order to comply with the provisions of the Clean Air Act, each state must have a State Implementation Plan. Some Contractors may be required to abide by the provisions of a Title V Permit. Some Contractors may be required by state or local law to operate under the terms of a Compliance Plan to reduce VOC Emissions.
1.1 In accordance with the Notice to Proceed Letter, the Contractor will submit copies of any local, state or federal implementation plans, permits or compliance plans required/applicable to the use/application of VOCs at Contractor's facility or offsite work places.
1.2 If no local, state or federal implementation plans, permits or compliance plans are required/applicable to the use/application of VOCs, then the Contractor shall submit to the designated Contracting Officer a letter, notarized under oath, that such documents are not required.
1.3 If the use of paint is required the Contractor shall submit to the Contracting Officer and in accordance with the Notice to Proceed Letter, certificates, specifications or manufacturing data verifying the VOC rating.
2. SPILL RESPONSE PLAN: The Contractor shall submit a Spill Response Plan covering all regulated materials brought to the site for execution of work and all wastes generated as a result of the work to the Contracting Officer. The plan shall include, at a minimum, the following: types and quantity of all substances covered under this plan; the reportable quantity (RQ) for each substance; the onsite storage location of each substance; the Contractor's spill response equipment, if applicable; procedures to be followed for responding to a spill, including initial responses to be taken; procedures to be followed in reporting a spill, including the names and telephone numbers for all federal, state, and local agencies/authorities to be notified; and the name, address, and telephone number (work, home, cell and pager) of all Contractor response and media relations personnel.
2.1 In the event of a spill or release, the Contractor shall be responsible for immediate implementation of the Spill Response Plan and restoration of the site to pre-spill condition at no cost to the Government. The Contractor shall also immediately notify the Contracting Officer to coordinate further notifications.
SECTION 01 58 00
MARINE LIGHTS AND SIGNALS
1. GENERAL: The Contractor's Marine equipment shall display such lights and day signals as may be required under applicable Navigation Rules. The Contractor shall inquire at the nearest Coast Guard Marine Safety Office for specific information on these rules. The Contractor to the satisfaction of the Contracting Officer shall mark offshore structures during all phases of construction and removal. Contractor shall provide any lights, day markers or buoys required. Contractor shall contact Commander, Fifth Coast Guard District (dpw) at (757) 398-6486 for issuance of "Notice to Mariners" a minimum of 10 (ten) days in advance of commencing any work.
SECTION 01 65 00
RECOVERED MATERIALS NOTICE
1. GENERAL: It is the intent of CEU Cleveland to comply with the requirements of Section 6002 of the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act (RCRA or the Act) as amended, 42 U.S.C. 6962 and Executive Order 12873 as they apply to the procurement of the materials designated in paragraph 2.
2. DESIGNATED RECOVERED MATERIALS: It is the purpose of this section to designate items that are or can be made with recovered materials. These designated items can be found at http://www.epa.gov/epaoswer/non-hw/procure/products.htm .
3. CONTRACTOR RESPONSBILITY: The Contractor should provide recycled materials to the extent practical, provided the materials meet all other requirements of the applicable specification section.
SECTION 01 66 13
HAZARDOUS WASTE
1. GENERAL: The Contractor shall comply with all federal, state, and local environmental regulations dealing with the generation, management, storage, and disposal of solid, toxic, and hazardous wastes. The Contractor shall ensure that all wastes are properly containerized, labeled and placarded, managed, tested, stored, documented/manifested, transported and disposed of in accordance with all applicable regulations.
2. USED ELECTRIC LAMPS: 40 CFR 273 requires that electric lamps, including incandescent, fluorescent, neon and high intensity discharge (mercury vapor, high/low pressure sodium, metal halide) lamps that are no longer of use be recycled or treated as hazardous waste. The Contractor shall not dispose of any used electric lamps as solid waste. The Contractor shall recycle all waste electric lamps generated as a result of this work only at a licensed recycling facility.
3. METALS: Unless noted otherwise, scrap metal shall be recycled to the greatest extent practical.
4. SUBMITTALS: The Contractor shall provide the Contracting Officer with signed and fully executed originals of all hazardous waste profiles, test results, hazardous waste manifests and/or other shipping papers, electric lamp disposal documents and all other required documentation. Maximum payment retention shall be withheld until this documentation is received.
SECTION 01 66 16
SAFETY DATA SHEETS AND MATERIAL HANDLING PROCEDURES
| 1. | DATA SHEETS: Submit a Safety Data Sheet (SDS) for all materials containing hazardous substances required for contract execution. Information provided in SDS’s shall meet the requirements of 29 CFR 1910.1200. SDS’s require Contracting Officer review and acceptance prior to bringing these materials on site. |
| 2. | MATERIAL STORAGE: Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted. Assure that the storage of these materials comply with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials. Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site. |
| 3. | PROTECTIVE MEASURES: The Contractor shall take all protective measures outlined on the SDS’s and as required by federal, state, and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall submit a separate plan outlining the measures required. Include any required protective measures in the Safety Plan (See Section 01 35 29, “Safety Program”). The Contracting Officer's Representative shall review protective measures prior to allowing use of these materials. |
| 4. | DISPOSAL OF EXCESS MATERIAL: The Contractor shall dispose of all excess hazardous materials as required by the SDS and all applicable federal, state, and local laws and regulations. |
SECTION 01 71 33
PROTECTION FROM WEATHER AND CONSTRUCTION OPERATIONS
1. TEMPORARY ENCLOSURES: Protect existing facilities/equipment and new construction, whether in progress or newly completed, from the adverse effects of the weather and construction operations. Provide temporary enclosures, coverings and barriers as required to afford protection against exposure, weather and wind damage and from construction operations which could degrade, stain, age, or reduce the finished quality of new work or damage existing facilities and equipment.
2. REAPPLICATION: All temporary closures or enclosures shall be made ready for immediate re-application in the event of sudden storms or man-made conditions requiring protection of existing facilities or completed construction.
SECTION 01 74 00
GENERAL CLEANUP & SITE RESTORATION OF WORK AREAS
1. GENERAL: The Contractor shall remove and properly dispose of all trash and debris incidental to the contract work from the limits of government property, as well as all adjacent affected areas. The Contracting Officer shall determine the extent and interval of these cleanups.
2. WORK AREA CLEANUP: At the end of each day the entire work area and all adjacent affected areas shall be thoroughly cleaned by removing all trash, debris, dust, etc. caused by the contract work. Any floor, wall or ceiling surfaces that may have been stained or soiled by the contract work shall be restored to pre-construction condition.
3. SITE RESTORATION: If at any time while performing the contract the Contractor causes damage or destruction to any portion of any Government facility or grounds; e.g., bulkheads, pavement, lawns, shrubbery, etc., it shall be the Contractor's responsibility to replace and/or restore the damage as approved by the Contracting Officer’s Representative at no additional cost to the Government.
4. POST CONSTRUCTION CLEANUP: Upon completion of the job, the Contractor shall clean up the job site, returning it to a state of cleanliness equal to or exceeding that in which it was found. The Contractor shall properly dispose of any trash, extra materials, dirt, debris, or other litter that remains. If the job site appearance is not to the satisfaction of the Contracting Officer’s Representative, final acceptance will not be approved.
SECTION 01 78 00
AS BUILT DRAWINGS
1. GENERAL: Maintain one full size set of contract drawings to record variations from the original design. All deviations shall be neatly and clearly marked in RED on these drawings to show work and/or materials actually provided. As Built drawings shall be updated as work progresses and kept at the work site for the duration of the contract. These drawings shall be available for Contracting Officer Representative review upon request.
2. DISCOVERED UTILITIES: Indicate the exact location of any underground utility lines discovered in the course of the work on the As-Built drawings.
3. PERMITTED VARIATIONS: As Built drawings shall reflect the actual construction and materials provided when alternative materials or work methods are allowed in the specifications and/or drawings or if the scope is altered by award of bid items, subsequent changes or modifications.
4. STANDARDS: Variations shown on As Built drawings shall be neat, clear and conform with standard drafting practices. Mark-ups shall include supplementary notes, legends, and details necessary to convey the exact representation of construction actually provided. To comply with Computer Assisted Design (CAD) practices, only full size AS BUILT drawings are acceptable.
5. SUBMITTAL: Submit As Built drawings for Contracting Officer acceptance upon completion of the contract. Final payment will not be until all required As-Built drawings are accepted. Maximum retention shall be withheld for late or incomplete As Built drawings.
SECTION 01 78 23
OPERATING INSTRUCTIONS AND TRAINING
1. MANUALS: Upon completion of the work, but before the work is accepted by the Government, the Contractor must forward two complete bound sets of instructions, tabbed and identified for reference, for all equipment and/or systems provided under this contract. The instructions shall include component parts, manufacturer's certificates, warranty slips, parts lists, descriptive brochures, and manufacturer's maintenance and operating instructions.
2. TRAINING: The Contractor shall provide two hours of training, which shall explain to the Government’s personnel all procedures necessary to operate and maintain all equipment and systems on a continuing basis. A verification of training shall be provided.
P/N 7615448 Division 01 Page 5 of 148
LIST OF SUBMITTALS
| SECT |
| PARA |
| SD# |
| DESCRIPTION |
| ITEM |
| KEY |
| 01 14 14 |
| 1 |
| 01 |
| Preconstruction Submittals |
| Pre-Construction Site Conditions |
| 01 32 16 |
| 1.a |
| 01 |
| Preconstruction Submittals |
| Construction Schedule |
| 1.b |
| 01 |
| Preconstruction Submittals |
| Schedule of Values |
| 2.a |
| 01 |
| Preconstruction Submittals |
| Progress Schedule |
| 01 35 29 |
| 3 |
| 01 |
| Preconstruction Submittals |
| Safety Plan |
| 01 51 13 |
| 1 |
| 01 |
| Preconstruction Submittals |
| Lockout/Tagout Plan |
| 01 57 23 |
| 1.1 |
| 01 |
| Preconstruction Submittals |
| State Implementation Documentation |
| 1.2 |
| 01 |
| Preconstruction Submittals |
| Notarized Letter |
| 1.3 |
| 01 |
| Preconstruction Submittals |
| VOC rating documentation |
| 2 |
| 01 |
| Preconstruction Submittals |
| Spill Response Plan |
| 01 66 13 |
| 4 |
| 11 |
| Close Out Submittals |
| Hazardous Waste Documents |
| 01 66 16 |
| 1 |
| 01 |
| Preconstruction Submittals |
| SDS |
| 3 |
| 01 |
| Preconstruction Submittals |
| Protective Measures |
| 01 78 00 |
| 5 |
| 11 |
| Close Out Submittals |
| As-Built Drawings |
| 01 78 23 |
| 1 |
| 11 |
| Close Out Submittals |
| Operating Instructions |
| 2 |
| 11 |
| Close Out Submittals |
| Verification of Training |
| 02 41 00 |
| 1.8 |
| 07 |
| Certificates |
| Demolition plan |
| 02 83 13.00 20 |
| 1.5.1.1 |
| 01 |
| Preconstruction Submittals |
| Competent Person |
| x |
| 1.5.1.2 |
| 01 |
| Preconstruction Submittals |
| Training Certification |
| x |
| 1.5.1.3 |
| 07 |
| Certificates |
| Testing Laboratory |
| x |
| 1.5.2.2 |
| 01 |
| Preconstruction Submittals |
| Lead Compliance Plan |
| x |
| 1.5.2.3 |
| 01 |
| Preconstruction Submittals |
| Occupational and Environmental Assessment Data Report |
| x |
| 1.5.2.3 |
| 06 |
| Test Reports |
| Occupational and Environmental Assessment Data Report |
| x |
| 1.5.2.3 |
| 06 |
| Test Reports |
| Sampling Results |
| x |
| 1.5.2.4 |
| 01 |
| Preconstruction Submittals |
| Medical Examinations |
| 1.5.2.8 |
| 01 |
| Preconstruction Submittals |
| Lead Waste Management Plan |
| x |
| 3.5.1.1 |
| 07 |
| Certificates |
| Clearance Certification |
| x |
| 3.5.2.1 |
| 01 |
| Preconstruction Submittals |
| Written Evidence |
| x |
| 3.5.2.1 |
| 11 |
| Closeout Submittals |
| hazardous waste manifest |
| 3.5.2.1 |
| 11 |
| Closeout Submittals |
| turn-in documents or weight tickets |
| 05 05 23.16 |
| 1.4 |
| 03 |
| Product Data |
| Welding Procedure Qualifications |
| x |
| 1.4.1 |
| 03 |
| Product Data |
| Previous Qualifications |
| x |
| 1.4.2 |
| 03 |
| Product Data |
| Prequalified Procedures |
| x |
| 1.4.4 |
| 03 |
| Product Data |
| Welder, Welding Operator, and Tacker Qualification |
| x |
| 2.2 |
| 03 |
| Product Data |
| Welding Electrodes and Rods |
| x |
| 3.3 |
| 01 |
| Preconstruction Submittals |
| Welding Quality Assurance Plan |
| x |
| 3.4 |
| 11 |
| Closeout Submittals |
| Field Test Records |
| 3.5 |
| 11 |
| Closeout Submittals |
| Field Test Reports |
| x |
| SECTION |
| PARA |
| SD# |
| DESCRIPTION |
| ITEM |
| KEY |
| 05 05 23.16 |
| 3.5.1 |
| 07 |
| Certificates |
| Inspector and NDT Personnel Requirements |
| x |
| 3.6 |
| 06 |
| Test Reports |
| Nondestructive Testing |
| x |
| 05 12 00 |
| 1.3.1.1 |
| 01 |
| Preconstruction Submittals |
| Erection Drawings |
| x |
| 1.3.2 |
| 02 |
| Shop Drawings |
| Fabrication drawings |
| x |
| 2.2.1 |
| 07 |
| Certificates |
| Structural Steel Shapes and Plates |
| x |
| 2.2.2 |
| 07 |
| Certificates |
| Structural Steel Tubing |
| x |
| 2.2.3 |
| 07 |
| Certificates |
| Steel Pipe Handrails |
| x |
| 2.3 |
| 06 |
| Test Reports |
| Bolts, nuts, and washers |
| x |
| 2.3 |
| 07 |
| Certificates |
| Bolts, nuts, and washers |
| x |
| 2.4 |
| 07 |
| Certificates |
| Galvanizing |
| x |
| 05 50 14 |
| 1.3.1.1 |
| 05 |
| Design Data |
| Designer Qualifications |
| x |
| 1.3.1.2 |
| 11 |
| Closeout Submittals |
| Designer Inspection |
| x |
| 1.5 |
| 02 |
| Shop Drawings |
| Tower Shop Drawings |
| x |
| 1.5 |
| 05 |
| Design Data |
| Tower Design |
| x |
| 06 73 01 |
| 1.5 |
| 07 |
| Certificates |
| Manufacturer's Qualifications |
| 1.6 |
| 08 |
| Manufacturer’s Instructions |
| Care and Maintenance Instructions |
| 1.6 |
| 08 |
| Manufacturer’s Instructions |
| Shipping, Handling, Erection Procedures |
| 2.1 |
| 03 |
| Product Data |
| Resin |
| x |
| 2.1.a |
| 06 |
| Test Reports |
| Ultraviolet Testing |
| x |
| 2.1.b |
| 06 |
| Test Reports |
| Coefficient of Lineal Thermal Expansion |
| x |
| 2.1.1 |
| 03 |
| Product Data |
| FRP Grating |
| x |
| 2.1.2 |
| 03 |
| Product Data |
| Clips and Anchorage |
| x |
| 3.1 |
| 02 |
| Shop Drawings |
| Installation Drawings, Templates, and Directions |
| x |
| 3.4 |
| 11 |
| Closeout Submittals |
| Manufacturer's Warranty |
| 09 97 13.26 |
| 2.1.1.1 |
| 07 |
| Certificates |
| Base (Primer) Coat |
| x |
| 2.1.1.2 |
| 07 |
| Certificates |
| Intermediate Coat |
| x |
| 2.1.1.3 |
| 07 |
| Certificates |
| Top Coat |
| x |
| 2.1.1.3 |
| 03 |
| Product Data |
| Top Coat Color Chip |
| 3.3.2 |
| 03 |
| Product Data |
| Manufacturers written recommendations and literature |
| x |
| 10 99 02 |
| 1.4 |
| 07 |
| Certificates |
| Manufacturer's Qualifications |
| x |
| 2.1 |
| 03 |
| Product Data |
| Safety Climb System |
| x |
| 3.2 |
| 11 |
| Closeout Submittals |
| Manufacturer's Warranty |
| 26 05 00.00 40 |
| 2.1.1 |
| 03 |
| Product Data |
| Conduits and Raceways |
| x |
| 2.1.2 |
| 03 |
| Product Data |
| Wire and Cable |
| x |
| 2.1.3 |
| 03 |
| Product Data |
| Outlet Boxes, Pull Boxes and Junction Boxes |
| x |
| 2.1.4 |
| 03 |
| Product Data |
| Lamps and Lighting Fixtures |
| x |
| SECTION |
| PARA |
| SD# |
| DESCRIPTION |
| ITEM |
| KEY |
| 26 05 00.00 40 |
| 3.2.1.4 |
| 03 |
| Product Data |
| Splices and Connectors |
| x |
| 3.1 |
| 08 |
| Manufacturer’s Instructions |
| Manufacturer's Instructions |
| 3.3 |
| 06 |
| Test Reports |
| Continuity Test |
| 3.3 |
| 06 |
| Test Reports |
| Insulation-Resistance Test |
| 26 05 19.10 10 |
| 2.1.1 |
| 03 |
| Product Data |
| Wire and Cable |
| x |
| 2.1.3.1 |
| 03 |
| Product Data |
| Conductors |
| x |
| 3.1 |
| 03 |
| Product Data |
| Cable Manufacturing Data |
| x |
| 26 31 00 |
| 1.5.3 |
| 05 |
| Design Data |
| System Operation |
| x |
| 1.5.4 |
| 07 |
| Certificates |
| Installer |
| x |
| 1.5.5 |
| 07 |
| Certificates |
| Materials |
| x |
| 1.5.6.1 |
| 10 |
| Operation and Maintenance Data |
| Electrical Systems |
| 1.5.6.2 |
| 10 |
| Operation and Maintenance Data |
| Training Course |
| 1.5.8 |
| 05 |
| Design Data |
| System Performance Calculations |
| x |
| 1.7 |
| 07 |
| Certificates |
| Warranty |
| x |
| 1.8 |
| 05 |
| Design Data |
| Calculations |
| x |
| 2.2.1 |
| 03 |
| Product Data |
| Photovoltaic Module Backsheet |
| x |
| 2.2.2 |
| 03 |
| Product Data |
| Photovoltaic Module Encapsulent |
| x |
| 2.2 |
| 03 |
| Product Data |
| Photovoltaic Modules |
| x |
| 2.2.g |
| 03 |
| Product Data |
| Photovoltaic Wire |
| x |
| 2.3 |
| 03 |
| Product Data |
| Combiner Boxes |
| x |
| 2.4 |
| 03 |
| Product Data |
| Mounting Structure for Modules |
| x |
| 2.5 |
| 03 |
| Product Data |
| System Monitoring |
| x |
| 2.7 |
| 02 |
| Shop Drawings |
| Interconnection Diagrams |
| x |
| 2.7 |
| 02 |
| Shop Drawings |
| Schematic Diagrams |
| x |
| 3.1 |
| 02 |
| Shop Drawings |
| Installation Drawings |
| x |
| 3.1 |
| 08 |
| Manufacturer’s Instructions |
| Installation Instructions |
| x |
| 3.1.3 |
| 03 |
| Product Data |
| Disconnects |
| x |
| 3.5.1 |
| 06 |
| Test Reports |
| NABCEP Acceptance Checks and Tests |
| x |
| 3.5.2 |
| 06 |
| Test Reports |
| NETA Acceptance Checks and Tests |
| x |
| 3.6.2 |
| 07 |
| Certificates |
| Instructor's Qualification Resume |
| 3.6.3 |
| 10 |
| Operation and Maintenance Data |
| Training Plan |
| 26 41 00 |
| 1.2.3 |
| 07 |
| Certificates |
| Lightning Protection System Installers Documentation |
| 1.4.1.1 |
| 02 |
| Shop Drawings |
| Overall lightning protection system |
| x |
| 1.4.1.2 |
| 02 |
| Shop Drawings |
| Each major component |
| x |
| 1.4.2 |
| 07 |
| Certificates |
| Component UL Listed and Labeled |
| 1.4.3 |
| 07 |
| Certificates |
| Lightning protection system inspection certificate |
| 26 54 21.00 10 |
| 2.3 |
| 03 |
| Product Data |
| Materials and Equipment |
| x |
| SECTION |
| PARA |
| SD# |
| DESCRIPTION |
| ITEM |
| KEY |
| 26 54 21.00 10 |
| 3.3 |
| 06 |
| Test Reports |
| Field Quality Control |
| 28 05 26.00 40 |
| 2.1.1 |
| 03 |
| Product Data |
| Ground Wires |
| x |
| 2.1.2 |
| 03 |
| Product Data |
| Connectors and Fasteners |
| x |
| 28 05 26.00 40 |
| 3.1.4 |
| 03 |
| Product Data |
| Bonding Materials |
| x |
| 3.2 |
| 11 |
| Closeout Submittals |
| Record Drawings |
| 31 62 16.16 |
| 1.3 |
| 03 |
| Product Data |
| Delivery, Storage, And Handling |
| 1.4.1 |
| 01 |
| Preconstruction Submittals |
| Field Testing Technicians and Testing Agency Qualifications |
| x |
| 1.4.2 |
| 01 |
| Preconstruction Submittals |
| Laboratory Qualifications |
| x |
| 2.1.1 |
| 03 |
| Product Data |
| Drilled Socket Concrete |
| x |
| 2.1.1.1 |
| 01 |
| Preconstruction Submittals |
| Concrete Mixture Proportions |
| x |
| 2.1.2 |
| 07 |
| Certificates |
| Steel Caissons |
| x |
| 2.1.3 |
| 07 |
| Certificates |
| Steel Casing |
| x |
| 3.1.2 |
| 11 |
| Closeout Submittals |
| Caisson Installation Records |
| x |
| 3.1.3.b |
| 07 |
| Certificates |
| Caisson Preparation Plan |
| x |
| 3.1.4 |
| 02 |
| Shop Drawings |
| Caisson Placement |
| x |
| 3.1.6 |
| 03 |
| Product Data |
| Socket Drilling Equipment |
| 3.1.8 |
| 02 |
| Shop Drawings |
| Survey Data |
| x |
| 3.3.2 |
| 01 |
| Preconstruction Submittals |
| Concrete Pumping |
| x |
| 3.4.1 |
| 06 |
| Test Reports |
| Sampling Logs |
| x |
| 3.4.2 |
| 06 |
| Test Reports |
| Concrete Test Reports |
| x |
| 3.4.3 |
| 06 |
| Test Reports |
| Aggregates |
| x |
| 31 62 19.02 |
| 2.1.1 |
| 03 |
| Product Data |
| Epoxy grout |
| x |
| 2.1.2 |
| 03 |
| Product Data |
| Fiberglass Caisson Jacket |
| x |
| 35 10 35 |
| 1.6 |
| 01 |
| Preconstruction Submittals |
| Dive Safety Plan |
| 35 13 10 |
| 1.2.1 |
| 01 |
| Preconstruction Submittals |
| Pre-mobilization Survey |
| x |
| 1.2.2 |
| 01 |
| Preconstruction Submittals |
| Installation plan |
| x |
| 1.2.3 |
| 06 |
| Test Reports |
| Caisson installation records |
| x |
| 1.2.4 |
| 06 |
| Test Reports |
| Notices |
| 1.2.5 |
| 11 |
| Closeout Submittals |
| Pre-Mobilization Survey Report |
| x |
| 1.2.6 |
| 11 |
| Closeout Submittals |
| Post Construction Survey Report |
| x |
| 3.2.1.1 |
| 06 |
| Test Reports |
| Crane Certification Test Report |
| 35 59 13.16 |
| 1.3.3 |
| 08 |
| Manufacturer’s Instructions |
| Installation Instructions |
| x |
| 1.5 |
| 07 |
| Certificates |
| Manufacturer's Warranty |
| 2.1.1 |
| 02 |
| Shop Drawings |
| Extruded Fender Shop Drawings |
| x |
| 2.1.2 |
| 05 |
| Design Data |
| Extruded Fender Design Data |
| x |
| 2.1.3.1 |
| 03 |
| Product Data |
| Extruded fender |
| x |
| 2.1.4.a |
| 06 |
| Test Reports |
| Ozone Resistance |
| x |
| 2.1.4.b |
| 06 |
| Test Reports |
| Low Temperature Impact Resistance |
| x |
| 2.1.4.c |
| 06 |
| Test Reports |
| Water Absorption |
| x |
| 2.1.4.d |
| 06 |
| Test Reports |
| Heat Resistance |
| x |
P/N XX-CXXXX
Page of XX P/N 7615448 Division 01 – List of Submittals
CONTRACT ITEM ACCEPTANCE REQUEST
| Contract Number: HSCG83- |
| DO/TO: HSCG83- |
| Contract Specialist: |
| Project Number: |
Contractor…
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