W911XK18T0011.pdf
PDF 559 KB Posted
- Solicitation number
- W911XK18T0011
About this file
RFP W911XK18T0011
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W911XK18T0011.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SEE ADDENDUM
(No Collect Calls)
W911XK18T0011 25-Jul-2018
b. TELEPHONE NUMBER
313-226-2797
8. OFFER DUE DATE/LOCAL TIME
02:00 PM 24 Aug 2018
5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
STANDARD FORM 1449 (REV. 2/2012)
Prescribed by GSA – FAR (48 CFR) 53.212
(TYPE OR PRINT)
(SIGNATURE OF CONTRACTING OFFICER)
ADDENDA ARE
26. TOTAL AWARD AMOUNT (For Gov t. Use Only )
23.
CODE 10. THIS ACQUISITION IS
SUCH ADDRESS IN OFFER
17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT
BELOW IS CHECKED
TELEPHONE NO.
W911XK9. ISSUED BY
18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK
7. FOR SOLICITATION
INFORMATION CALL:
a. NAME
LLOYD W SMITH
2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER
(TYPE OR PRINT)
30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER
30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA
0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.
25. ACCOUNTING AND APPROPRIATION DATA
1. REQUISITION NUMBER
20.
ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.
OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
W56MES80045587
ARE NOT ATTACHED
27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED
(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE
SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:
. YOUR OFFER ON SOLICITATION
28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN
% FOR:SET ASIDE:UNRESTRICTED ORX
SMALL BUSINESS
17a.CONTRACTOR/ CODE FACILITY
OFFEROR CODE
CONTRACTING BRANCH
USACE DETROIT DISTRICT
477 MICHIGAN AVENUE, 7TH FLOOR
DETROIT MI 48226-4523
18a. PAYMENT WILL BE MADE BY CODE
RATED ORDER UNDER
DPAS (15 CFR 700)
13a. THIS CONTRACT IS A
13b. RATING
CODE15. DELIVER TO CODE H7M0400 16. ADMINISTERED BY
12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
14. METHOD OF SOLICITATION
RFQ IFB RFPX
KEWAUNEE AREA OFFICE
KEWAUNEE AREA OFFICE 124 N. MAIN STREET
KEWAUNEE WI 54216
TEL: FAX:
FAX:
TEL: (313) 226-6819 SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
8(A)
HUBZONE SMALL
BUSINESS
SIZE STANDARD:
1,250
NAICS:
336611
X
OFFER DATED
29. AWARD OF CONTRACT: REF.
DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY
COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND
EMAIL:
TEL:
31c. DATE SIGNED
SEE SCHEDULE
SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT
24.22.21.19.
WOMEN-OWNED SMALL BUSINESS (WOSB)
ELIGIBLE UNDER THE WOMEN-OWNED
SMALL BUSINESS PROGRAM
EDWOSB
32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE
SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS
(CONTINUED)
PAGE 2 OF65
ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________
32a. QUANTITY IN COLUMN 21 HAS BEEN
RECEIVED INSPECTED
32b. SIGNATURE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT
REPRESENTATIVE
32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE
37. CHECK NUMBER
FINALPARTIALCOMPLETE
36. PAYMENT35. AMOUNT VERIFIED
CORRECT FOR
34. VOUCHER NUMBER
FINAL
33. SHIP NUMBER
PARTIAL
38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY
41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT
41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE
42a. RECEIVED BY (Print)
42b. RECEIVED AT (Location)
42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS
STANDARD FORM 1449 (REV. 2/2012) BACK
Prescribed by GSA – FAR (48 CFR) 53.212
AUTHORIZED FOR LOCAL REPRODUCTION
PREVIOUS EDITION IS NOT USABLE
SEE SCHEDULE
20.
SCHEDULE OF SUPPLIES/ SERVICES
21.
QUANTITY UNIT
22. 23.
UNIT PRICE
24.
AMOUNT
19.
ITEM NO.
W911XK18T0011
Section SF 1449 - CONTINUATION SHEET
INSTRUCTIONS TO OFFERORS
1. The offeror is instructed to complete each line and entry in the PRICE SCHEDULE and to add the item lines to calculate the total price for the requested services, which shall be used as the basis for the consideration, evaluation, comparison, and award of this procurement.
2. The Government intends to award a contract for the requested services to the offeror who submits the lowest-priced offer that meets the technical requirements identified herein, provided that the offeror is determined to be capable and responsible in accordance with Federal Acquisition Regulation (FAR) Part 9—Contractor Qualifications, and that such offeror is otherwise eligible to receive awards of federal contracts.
3. All offerors are reminded to complete and submit with your quote all FAR and DFARS Provisions related to Representations and Certifications.
4. Offerors shall complete and submit any additional full text certifications that are included in the solicitation.
An offeror may also complete the certifications at https://www.sam.gov in lieu of completing the representations and certifications in this solicitation provided that all the FAR and DFARS certifications contained in the solicitation have been completed on line.
5. All offerors shall be registered at https://www.sam.gov with the NAICS code that is shown on the front page of the SF1449 in Block 10 prior to submission of the quote.
6. Remember to sign the 1449 before submitting your response to the solicitation.
7. Submit the price quotation with any accompanying attachments via email as follows:
Email Address: LRE-Quotes@usace.army.mil
Subject Line: Drydock Tug Racine & Crane Barge Manitowoc
8. Questions regarding this solicitation should be directed to the U.S. Army Corps of Engineers primary point of contact for this procurement, Contract Specialist Mr. Will Smith, at Email: Lloyd.W.Smith@usace.army.mil, Telephone: (313) 226-2797. Responses that relate to errors or ambiguities in the scope of work or contract requirements will be posted as part of the solicitation at the Federal Business Opportunities website, www.fbo.gov.
NOTE: Failure to comply with the above instructions may result in an offeror not being eligible for award.
PRICE BREAKOUT SCHEDULE
ITEM #
DESCRIPTION – WORK ITEMS FOR
TUG RACINE
QTY UNIT UNIT PRICE TOTAL
0001 Drydock and Undock Vessel 1 Job $ $
0002 Reposition Vessel and Paint Hull 1 Job $ $
0003 Clean and Pressure Wash Hull 1 Job $ $
0004 Perform audiogaging of Hull - (150 total) 1 Job $ $
0005 Hull Blast Clean and Paint Entire Hull 1 Job $ $
0006 Repaint Draft Markings, Names,etc 1 Job $ $
0007 Open and Recondition Sea Chests & Valves 1 Job $ $
0008 Open and Clean Fuel Oil Tanks 1 Job $ $
0009 Remove propeller and shaft – Re-install 1 Job $ $
0010 Remove/Replace shaft cutlass bearing 1 Job $ $
0011 Remove/Replace stern tube bearing 1 Job $ $
0012 Remove rudder – Re-install 1 Job $ $
0013 Replace rudder bearings 1 Job $ $
Inspect, repair, or replace rudder quadrant and pintle bearing
1 Job $ $
0015 Clean and inspect propeller 1 Job $ $
0016 Replace Zinc Anodes (2 total) 1 Job $ $
SUBTOTAL – Tug Racine Base Items (Items 0001 through 0016) $
0017 Option 1 - Additional Lay days 1 Day $ $
0018 Option 2 - Hull Plate Renewal 200 Pound $ $
0019 Option 3 - Hull Curved Plate Renewal 100 Pound $ $
0020 Option 4 - Hull Plate Repair 240 Inch $ $
0021 Option 5 - Miscellaneous Welding 240 Inch $ $
0022 Option 6 - Replace 3" gate valve 1 Each $ $
0023 Option 7 - Replace 2" gate valve 1 Each $ $
0024 Option 8 - Replace 1" gate valve 1 Each $ $
0025 Option 9 - Replace Cutlass Bearing Inlet 1 Job $ $
0026 Option 10 - Propeller to/from Kahlenberg 1 Job $ $
SUBTOTAL – Tug Racine Option Items (Items 0017 through 0026) $
TOTAL - Tug Racine Base Plus All Options (Items 0001 through 0026) $
ITEM #
DESCRIPTION – WORK ITEMS FOR
CRANE BARGE MANITOWOC
QTY UNIT UNIT PRICE TOTAL
0027 Drydock and Undock Vessel 1 Job $ $
0028 Reposition Vessel and Paint Hull 1 Job $ $
0029 Clean and Pressure Wash Hull 1 Job $ $
0030 Perform audiogaging of Hull - (250 total) 1 Job $ $
0031 Hull Blast Clean and Paint Entire Hull 1 Job $ $
0032 Repaint Draft Markings, Names,etc 1 Job $ $
Blast and Paint deck floor of 3 spud winch rooms
1 Job $ $
0034 Clean fuel oil tanks and cross over pipes 1 Job $ $
0035 Inspect wear plates in Spudwell 1 Job $ $
0036 Repair Bent Spud 1 Job $ $
0037 Inspect and Repack bilge system valves 1 Job $ $
0038 Replace 2 - 6” Sea Chest valves 1 Job $ $
SUBTOTAL – Crane Barge Manitowoc Base Items (Items 0027 through 0038) $
0039 Option 10 - Additional Lay days 1 Day $ $
0040 Option 11 - Hull Plate Renewal 200 Pound $ $
0041 Option 12 - Hull Curved Plate Renewal 100 Pound $ $
0042 Option 13 - Hull Plate Repair 240 Inch $ $
0043 Option 14 - Miscellaneous Welding 240 Inch $ $
0044 Option 15 - Replace 6" gate valve 1 Each $ $
0045 Option 16 - Replace 3" gate valve 1 Each $ $
0046 Option 17 - Replace 2" gate valve 1 Each $ $
0047 Option 18 - Replace Spud Wear Plates 1 Job $ $
Option 19 – Blast and Paint bulkhead walls of Spud Winch rooms
1 Job $ $
SUBTOTAL – Crane Barge Manitowoc Option Items (Items 0038 through 0048) $
TOTAL – Crane Barge Manitowoc Base Plus All Options (Items 0027 through 0048) $
TOTAL – Tug Racine and Crane Barge Manitowoc (Items 0001 through 0048) $
1. All values are in United States dollars.
2. Prices include all applicable state and local taxes.
Location of the Offeror’s repair facility:
City/Township/Municipality State Zip Code
This information will be used to calculate the Government’s cost to transport the Tug Racine and the Crane Barge Manitowoc to and from the repair facility.
SCOPE OF WORK
1 PERFORMANCE WORK STATEMENT
The work to be done under ttheir Contract consists of furnishing all labor, material, equipment, supplies, facilities, and services required, and performing the work described herein for repairing the U.S. Tug RACINE and the Crane Barge MANITOWOC in strict accordance with these specifications.
2 PROPOSAL EVALUATION
The Government intends to award a contract, without discussions, to the capable, responsible contractor whose proposal meets all technical requirements of the solicitation and results in the lowest total cost to the Government to procure the requested services. The total cost to the Government will be calculated by taking the total offered price, including the base prices plus all options (whether exercised or not at the time of award) and adding the Government’s cost to deliver and return the Tug Racine and the Crane Barge Manitowoc, round trip, from the home port at Kewaunee, Wisconsin to the contractor’s repair facility. No transport by the contractor will be considered. The cost to transport is $201.25 per nautical mile, and the route will be based on the Government’s determination of the safest efficient route of travel.
3 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK
3.1
The government will deliver the plant to the Contractor in open water clear of the Contractor’s yard as close as is practical to the time agreed to by both parties to the contract. The government requires that the Tug RACINE and the Crane Barge MANITOWOC be delivered to the drydock during the period from 15 OCTOBER 2018 to 15 NOVEMBER 2018, weather conditions permitting. The plant is currently located in Kewaunee, WI.
3.2
The Contractor shall be required to commence work under the Contract within one working day after delivery of the plant to them. Prosecute the work with faithfulness and diligence, and to complete it within the time specified in their proposal. The time to complete the work including all optional items (if exercised) is not to exceed 21 calendar days. If the Contracting Officer orders any additional work to be done beyond that called for by these specifications and/or orders any work described and required in these specifications not be done, appropriate adjustments in the time and/or price shall be made. The time stated for completion is to include final cleanup of the plant.
3.3
Upon completion of the work, the Government will accept return of the plant at the point where it was delivered to the Contractor. The date and hour of return of the plant to the Government shall be considered to be the time of the completion of the work, subject to the requirement under Paragraph 16 FINAL
EXAMINATION AND ACCEPTANCE.
3.4
Any tug or pilot services required between open water and the drydock, slip, or berth at the Contractor’s yard shall be promptly furnished by the Contractor at their expense. Use of the Tug RACINE by the Contractor is prohibited.
4 OPTIONAL ITEMS OF WORK
4.1
Items of work designated in the specifications, price schedule, and in the schedule of quantities and prices in the Contract as "Optional" are to be performed only to the extent required by the Government as determined by the Contracting Officer. The Contractor shall perform the work included in any or all of such items as directed and shall be paid therefore at the rates appearing in the schedule of quantities and prices as applicable to the amount of work performed. The Government is under no obligation to require the performance of any such items of work.
4.2
Optional items shall include all necessary costs to perform the work. The optional work shall include any additional dry dock time or expenses and shall be incidental to that optional item.
5 DIMENSIONS OF PLANTS
The approximate physical dimensions and physical data of the plants covered by these specifications are as follows:
Tug Racine
Type of Plant Medium Tug Length, overall 66-ft. 3-in.
Max Beam - Including Guard Rails 18-ft. 4-3/8-in.
Full-Load Displacement 78 L.T.
Light-Load Displacement 66 L.T.
Depth, amidships, molded 7-ft. 7-1/2-in.
Draft, light 6-ft Construction Steel, welded and riveted
Crane Barge Manitowoc
Type of Plant Crane Barge Length, Overall 132-ft.
Max Beam 44-ft.
Depth 8-ft Displacement (FW) 315 L.T.
Vertical Clearance (with crane on barge and spuds removed) 45 ft if crane boom is lowered onto saddle.
6 DRAWINGS
6.1
Drawings are available at the Kewaunee Area Office of the, Detroit District, 124 North Main Street, Kewaunee, WI 54216. Point of Contact for drawings is Robert Stanick, at 920-380-7102. Additional sets of drawings and of these specifications will be furnished to the successful Contractor without charge upon request.
7 SHIFTING, ALTERATIONS, ETC.
Should the removal or shifting of any parts of the plant or it’s fittings, stores, fuel, water, etc., be necessary for carrying out the repairs specified, the work shall be completed by the Contractor at their expense and all such removals shall be subsequently replaced and any damage or loss resulting from such removal, shifting, or replacement shall be made good by the contractor at their expense. Should any portion of the plant's structure, housing, fixtures, or equipment require alteration in order to carry out the work, the Contractor shall make such alterations at their expense.
8 CUTTING
All edges and corners of plates and shapes shall be smooth and free of burrs. The use of a cutting torch is permissible for cutting plates and shapes to size. The burning of plate holes shall not be permitted. Prior to any hot work, clean and gas free hot work areas.
9 WELDER AND WELDING
9.1
All welding done under ttheir contract shall be done only by welders who have successfully passed the qualification test of the American Bureau of Shipping.
9.2
The electrodes used throughout the work shall be received on the job in unbroken packages bearing the manufacturer’s label or be otherwise marked.
9.3
Assembly of all welded joints before welding shall be such as to secure proper gaps in butt welds and metal to metal content on fillet welds. Welding shall not be used to close openings larger than stipulated for each plate thickness by the American Bureau of Shipping. Surfaces to be welded shall be free from paint, oils, scale, etc.
9.4
Welding procedures, as to direction, length, number and sequences of beads shall be carefully planned so as to minimize locked up stresses.
9.5
All welding is to conform to specifications set up by the American Welding Society.
9.6
Prior to any hot work, clean and gas-free hot work areas.
10 GENERAL INSTRUCTIONS FOR THE APPLICATION OF MATERIALS
The following General Instructions for application of materials will be adhered to at all times:
10.1
Manufacturer’s instructions for application, curing and drying time between coats shall be followed.
Painting practices shall comply with applicable federal, state, and local laws enacted to ensure compliance with Federal Clean Air Standards.
10.2
Paints that have exceeded the closed shelf life or pot life recommended by the manufacturer shall not be used.
10.3
At the time of application paint shall show no signs of deterioration. Paint that has deteriorated in any manner shall not be used and shall be removed from the site.
10.4
All coatings shall be delivered to the work site in sealed containers. Each container shall show: Name of manufacturer, name of paint, formula of paint, batch number and date of manufacturer (not coded). All painting shall be done during daylight hours, and then only when atmospheric conditions will permit proper curing and bonding. Scaffolds or other means shall be provided for use of personnel in painting.
10.5
Within 8 (eight) hours after cleaning and prior to the deposition of any detectable moisture, contaminants, or corrosion all surfaces blast cleaned to SSPC-SP6/SP7 shall be cleaned of dust and abrasive particle by brush, vacuum cleaner, and/or blown down with clean, dry, compressed air, and given the first coat of paint. No paint shall be applied until the surfaces to be coated have been inspected and approved for painting.
10.6
Paint may be applied by spray, roller, or brush. However, any area subject to over-sprays must be fully protected. No over-spray will be tolerated.
10.7
Painting in the vicinity of mechanical or electrical equipment shall be applied by brush if there is a possibility of over-sprays on critical components. All equipment, deck, and bulkhead fixtures must be fully protected.
10.8
Uniform suspension of pigments shall be maintained during application. Each coat of paint shall be applied so dry film shall be of uniform thickness and free from holidays, bubbles, blisters, laps, excessive or unsightly brush marks, runs, drops, ridges, waves, pinholes, or other voids, and variations in color, texture, and finish. Special attention shall be given to ensure that all edges, corners, crevices, seams, junctions of joining members, interior angles, corrosion pits, welds, bolts, rivets, and similar surface irregularities receive a film thickness equal to that of adjacent painted surfaces.
10.9
All coats of all painted surfaces shall be unscarred and completely integral at the time of application of succeeding coats.
10.10
The Contractor shall furnish a reasonable dry film thickness gauge and take random measurements in the presence of the government inspector, to demonstrate specified paint film thickness are achieved for each coat of paint.
10.11
All painting shall be accomplished before launching the vessel. The vessel shall not be launched before inspection and acceptance by the government.
11 DISPOSITION OF SCRAP AND SALVAGEABLE MATERIAL
All items designated as scrap resulting from the work shall become the property of the Contractor. Ttheir shall not apply to salvageable items ordered to remain property of the Government, which shall be loaded and returned to the Government on truck or on board the vessel as directed. The determination of whether or not an item is salvageable shall rest with the Contracting Officer's Representative if not stated in the specifications.
12 CLEANLINESS ABOARD PLANT
The Contractor shall keep working areas clean and shall clean up such working areas to a condition "as found prior to commencement of work." The Contractor shall make provisions to remove the garbage and trash from the plant at least once daily. The Contractor shall install protective covering and protect craft’s equipment, components and electrical cables during work accomplished in ttheir work item. Remove protective covering upon completion of work.
The Contractor shall at all times refrain from marring, marking, or defacing any portion of the interior of the vessel.
Any such marring, marking, or defacing shall be restored to its original condition by and at the expense of the Contractor prior to acceptance of the plant by the Government as provided under Paragraph 16 Final Examination and Acceptance.
13 SERVICES TO BE FURNISHED BY THE CONTRACTOR WITHOUT FURTHER COST
The Contractor shall furnish without further cost to the Government the services listed below.
13.1
The Contractor shall furnish and connect a temporary auxiliary electric power supply to permit lighting and ventilation of holds, machinery spaces, quarters, the galley, and for the operation of necessary deck and auxiliary machinery of the Tug Racine and Crane Barge Manitowoc while it is in their possession.
13.2
The Contractor shall furnish crane service to place stores and other Government equipment aboard the vessels and to remove supplies and equipment from the vessels. Crane services shall be provided at times mutually agreeable to the Contractor and the Contracting Officer.
14 INSPECTIONS
14.1
Inspections and tests shall be made at such times and in a manner satisfactory to the Contracting Officer and their appointed inspector(s). The Contractor shall be required to insure strict compliance with the terms of the contract. No government inspector is authorized to change to the specification without written approval of the Contracting Officer, nor shall the presence or absence of an inspector relieve the Contractor from any requirement of the Contract. The contractor shall keep the Contracting Officer informed of the desired time of all proposed tests or inspections. Trial of machinery shall be conducted by the Contractor at their expense.
14.2
When any workmanship, material or apparatus fails to pass any test or inspection, it shall be fully retested only after all known defects have been eliminated.
14.3
The U. S. Army Corps of Engineers may bring various outside agencies to assist in the inspection of the vessels. (American Bureau of Shipping, Coast Guard, etc.). These inspections will be scheduled to minimize impacts to the Contractors schedules. These inspections will be performed at no cost to the Contractors.
15 MATERIALS
Any materials not specified shall be the best of its kind, suitable for the purpose intended, and subject to the approval of the Contracting Officer. Where sizes, fits, operating characteristics or controls are not specified, they shall be as approved by the Contracting Officer.
16 FINAL EXAMINATION AND ACCEPTANCE
As soon as practical after the completion of the entire work as may be designated in the specifications, a thorough examination thereof shall be made by the Contractor in the presence of the Contracting Officer’s Representative at the site of work. If such work is found to comply fully with the requirements of the Contract it will be accepted by the Contracting Officer’s Representative and final payment will be made in accordance with the Contract article entitled “Payment”. If deficiencies in the work are found they shall be recorded by the Contractor and corrective action shall be made immediately at no additional cost to the Government.
17 SECURITY REQUIREMENTS
Pre-screening of contractor candidates via E-verify Program: The Contractor must pre-screen candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that all contractors working on the site have two valid forms of Government issued identification prior to entering the information in E-Verify. The vendor must ensure the correct information is entered into the E-verify system. A verification sheet for each verified/eligible contractor candidate must be provided by the awarded contractor to the U.S. Army Corps of Engineers (USACE) Contracting Officer Representative (COR) or the site USACE representative, no later than 3 business days after the initial contract award. (The purpose of using E-Verify is to ensure all contractors are U.S. citizens or documented foreign citizens with authority to work in the United States of America). The COR will forward the verification sheets to the USACE, Detroit District Security Office for validation.
TECHNICAL REQUIREMENTS FOR PRICE BREAKOUT SCHEDULE ITEMS
USACE TUG RACINE
0001 DOCKING AND UNDOCKING
Drydock the vessel to complete all underwater work specified herein including sight and survey, inspection, repairs, and to re-float the vessel upon completion of all work. Provide safe and convenient means of boarding the vessel at all times. Ttheir item will include any charges for altering blocks, providing the services specified under paragraph
13 SERVICES TO BE FURNISHED BY THE CONTRACTOR WITHOUT FURTHER COST TO THE
GOVERNMENT, and for the drydock foreman's charge. Allow a sufficient number of days in drydock to complete the mandatory underwater work.
0002 REPOSITION VESSEL, DRY DOCK AND PAINT
Drydock the vessel and re-position the blocks to areas previously painted. Ttheir is to be completed to paint the hull areas where the blocking supported the vessel on the drydock during the initial hull painting. Exposed un-painted areas shall be prepared similar to the rest of the hull and shall be painted using the same process and product.
0003 CLEAN HULL FOR VISUAL INSPECTION
The Contractor shall pressure wash the hull, propellers, rudder and any other item of the vessel from the water line down as needed for visual inspection. Ttheir effort is to remove all sea growth as well as any zebra mussels that may have attached to the hull and make a better assessment of the condition of the steel hull, rudder, propeller, and sea chests. Ttheir pressure wash shall be completed as soon as possible upon entering the drydock. The pressure wash shall be a minimum of 2500 PSI. In addition, the contractor may need to utilize other techniques such as scraping to remove growth and mussels from the hull. Containment and disposal of the water and debris shall be the responsibility of the Contractor. Care shall be taken by the contractor not to damage the existing protective paint system, seals, or any other plant features. If damage is occurring to the existing paint or any other feature the Contractor shall immediately notify the Government Quality Assurance Representative and the Contracting Officer’s Representative (COR), suspend the operation, adjust water pressure to minimize damage and resume operation at no additional cost to the Government.
The contractor shall thoroughly perform a visual inspection of the exterior hull plate, welds, seams, etc. for corrosion, physical damage, and/or leakage. Ttheir shall take place immediately after completion of the pressure wash cleaning to determine the condition of the hull, rudder, propeller, and shaft. Repairs to these items shall be identified by the Contractor in a Conditions Found Report which will be provided to the government. The Contractor will then notify the Government Quality Assurance Representative and the Contracting Officer’s Representative (COR) on the condition. The Contractor shall then coordinate the necessary repairs with the Contracting Officer’s Representative (COR) and immediately proceed with the repairs when they are approved by the Contracting Officer (CO) with a change order to the contract.
0004 AUDIOGAGE READINGS
The Contractor shall perform audio-gauge readings of the hull and rudder as directed by the government representative. An estimated total of 150 readings will be required. Two copies of the readings shall be provided to the government in the form of sketches and tables clearly indicating the location and value of each reading. The readings shall be provided to the government no later than three (3) work days after the readings are taken.
0005 HULL BLAST CLEAN and PAINT ENTIRE HULL
The Contractor shall perform blasting to a condition of removing any visible oil, grease, dirt, dust and loose material(SSPC-SP6/SP7) over the entire hull and sides of the vessel up to the main deck to remove all existing rust, deteriorated coatings and marine growth in preparation for application of primer and epoxy coating. Scaffolds or other means of providing access to the surfaces to be worked on shall be provided for use by the persons blasting.
The use of extension pipes for sandblasting will not be permitted. All sand blasting shall be done from above when working the sides of the vessel, with the blast nozzles pointed downward to minimize the spread of sand to the upper portion of the vessel. All ventilating air inlets to the tug shall be secured so that no sandblast grit or debris enters the tug. Particular attention shall be paid to the air inlets for the main engine and engine room. Paint systems damaged by sandblasting overspray shall be repaired at no additional cost to the Government.
5.1.1 The Contractor shall ensure that the removal and disposal of the media shall be in accordance with all applicable Local, State, and Federal regulations.
5.1.2 Ameron coating system or equivalent; composed of the coating types and dry film thickness identified below, are required. Approved substitutes are allowed.
5.1.3 First Coat – Amercoat 238 Red Oxide, 10 MIL minimum dry film thickness (DFT) or equivalent.
5.1.4 Second Coat – Amerlock 238 Black, 10 MIL minimum dry film thickness (DFT) or equivalent (Total 20 MIL minimum DFT).
0006 REPAINT DRAFT MARKINGS, LEGENDS, NAMES AND PLIMSOLL LINES
All draft marks, legends, names and plimsoll lines on the bow, midship and stern shall be repainted. Markings shall be in accordance with ABS requirements.
6.1 Ameron coating system or equivalent; composed of the coating types and dry film thickness identified below, are required. Approved substitutes are allowed.
6.2 Top Coat – Amerlock 450 HS, White 27880, 5 MIL minimum dry film thickness (DFT) or equivalent.
0007 OPEN & RECONDITION SEA CHESTS & VALVES
The sea chests shall be opened up, cleaned, and each valve re-packed to a satisfactory condition. Deteriorated fasteners and/ or valve parts shall be replaced as necessary. The transducer well shall be opened and inspected. Install new packing and gaskets on all sea valves.
0008 FUEL OIL TANK CLEANING
The Fuel Oil Tanks, four tanks ranging from 450 – 550 gallons each, shall be drained and the tanks cleaned of all sludge and residue that may have been caused by any of a broad spectrum of bacteria and fungi, including molds and yeasts.
Pressure test empty Day Tank for possible leaks after steam cleaning. Make any necessary repairs. Filter and separate the water from the original drained fuel oil and replace the separated fuel oil into the Day Tank. Install new gaskets on all manholes. There will be no more than 2000 gallons of fuel on board the Tug Racine.
0009 REMOVE PROPELLER AND SHAFT – RE-INSTALL
The tailshaft shall be disconnected and removed, drawn and cleaned by the Contractor for examination by the Contracting Officer's Representative. All rough edges and grooves in the shaft shall be filed smooth. A written inspection report and drawings of the condition of the propeller shall be performed by the Contractor. Two copies of ttheir report shall be supplied to the COR. Where directed, the shaft shall be cleaned and wire brushed and thoroughly coated with Tarset or equal as approved by the Contracting Officer. The shaft shall be correctly reinstalled and placed in proper alignment. All removals shall be replaced and reconnected and made ready for use.
0010 REMOVE/REPLACE SHAFT CUTLASS BEARING
0010.1
The contractor shall remove the existing outboard cutlass tailshaft bearing and replace it with a new bearing. Note that the tailshaft bearing may be a long lead time item.
0010.2
The contractor shall re-install the tailshaft and wheel once the new tailshaft cutlass bearing is installed.
0011 REMOVE/REPLACE STERN TUBE BEARING
The contractor shall remove the existing stern tube bearing and replace it with a new bearing. Install new shaft packing
– packing material to be provided by government.
0012 REMOVE RUDDER – RE-INSTALL
The rudder shall be closely examined for corrosion, physical damage, and/or leakage. Any necessary repairs to ttheir rudder assembly will be subject to a change order when the extent of repairs is known. Upon inspection of rudder, the rudder shall be removed from the vessel for any repairs or additional inspection work that may be needed. The quadrant bushing shall be inspected. A written inspection report and drawings of the conditions shall be performed by the Contractor. A copy of ttheir report shall be provided to the COR. The rudder shall be correctly reinstalled and placed in proper alignment after all inspections and work is complete.
0013 REPLACE RUDDER BEARINGS (top and bottom bearings)
Contractor is required to procure a new Thordon bushing or equivalent to be installed in the rudder tube between the rudder post and rudder tube. When installed the new bushing shall meet the tolerances of the manufacturer. Rudder shaft packing to be replaced with material supplied by the government.
0014 INSPECT, REPAIR, OR REPLACE RUDDER QUADRANT AND PINTLE BEARING
Upon removal of rudder, the keeper/quadrant and pintle bearing shall be inspected. The keeper/quadrant and pintle bearing shall be repaired if feasible, or replaced with new, like material and re-installed with the installation of the rudder.
0015 CLEAN AND INSPECT PROPELLER
The propeller shall be cleaned for examination by Contractor. All rough edges and grooves in the propeller shall be ground smooth. A written inspection report and drawings of the condition of the propeller shall be performed by the Contractor. Two copies of ttheir report shall be supplied to the COR. If it is found necessary to remove repair and balance the propeller ttheir work shall be accomplished by Option 10.
0016 REPLACE MAGNESIUM ANODES
The contractor shall replace all (2) Magnesium anodes.
The total price shall include replacing all magnesium anodes with new.
0017 OPTION 1 ADDITIONAL LAY DAYS
If ordered by the Contracting Officer's Representative (COR), provide additional lay days in the drydock to perform work which cannot be completed within the time needed for completion of work under Item 001 DOCKING AND UNDOCKING, and which may be required in addition to that specified. Ttheir item is to include the drydock foreman's charge, and services specified under Paragraph 13 SERVICES TO BE FURNISHED BY THE
CONTRACTOR WITHOUT FURTHER COST TO THE GOVERNMENT.
0018 OPTION 2 HULL PLATE RENEWAL
0018.1
The Contractor shall renew defective hull plating upon approval of the COR. All renewals shall duplicate original construction and shall be tested tight as required. Defective doublet renewal shall be installed with plug and other welds as required. All bilge blocks in the way of shell plate shall be removed and replaced upon completion of the work. Adjacent plating and frames in the way of new plates shall be heated and faired as required.
0018.2
A price per pound in place (including welding) shall be quoted for plate on an estimated quantity of two hundred (200) pounds flat plate and one hundred (100) pounds curved plate. For informational purposed the Contractor shall state in their proposal the amount of steel that can be placed per extra lay day. Ttheir includes any necessary staging.
0019 OPTION 3 HULL CURVED PLATE RENEWAL
0019.1
The Contractor shall renew defective hull plating upon approval of the COR. All renewals shall duplicate original construction and shall be tested tight as required. Defective doublet renewal shall be installed with plug and other welds as required. All bilge blocks in the way of shell plate shall be removed and replaced upon completion of the work. Adjacent plating and frames in the way of new plates shall be heated and faired as required.
0019.2
A price per pound in place (including welding) shall be quoted for plate on an estimated quantity one hundred (100) pounds curved plate. For informational purposed the Contractor shall state in their proposal the amount of steel that can be placed per extra lay day. Ttheir includes any necessary staging.
0020 OPTION 4 HULL PLATE REPAIR
The Contractor shall repair cracks in the hull plating by drilling the ends to arrest spreading of the crack and then vee out and weld tight the crack upon approval by the COR. A price per inch of crack repair (including welding) shall be quoted on an estimated quantity of 240 inches of repair prices. Ttheir item includes all necessary staging.
0021 OPTION 5 MISCELLANEOUS WELDING
The Contractor will perform electric welding upon approval of the COR. All welding shall be completed in accordance with “ 9 WELDER AND WELDING”. A price per inch will be quoted based on an estimated requirement of 240 inches of welding services. The price shall include all welding rod, gasses and miscellaneous materials. Any steel required will be charged for separately.
0022 OPTION 6 REPLACE 3” GATE VALVE
The Contractor shall replace the existing 3” gate valve.
0023 OPTION 7 REPLACE 2” GATE VALVE
The Contractor shall replace the existing 2” gate valve.
0024 OPTION 8 REPLACE 1” GATE VALVE
The Contractor shall replace the existing 1” gate valve.
0025 OPTION 9 REPLACE CUTLASS BEARING INLET
The Contractor shall replace the cutlass bearing inlet.
0026 OPTION 10 PROPELLER TO/FROM KAHLENBERG
Take propeller to Kahlenberg Manufacturing repair facility for repair and balancing. Return from repair facility.
USACE CRANE BARGE MANITOWOC
0027 DOCKING AND UNDOCKING
Properly drydock the vessel for such time as may be necessary to complete all underwater work specified herein including sight and survey, inspection, repairs, and to re-float the vessel upon completion of all work. Provide safe and convenient means of boarding the vessel at all times. Ttheir item will include any charges for altering blocks, providing the services specified under paragraph 13 SERVICES TO BE FURNISHED BY THE CONTRACTOR WITHOUT FURTHER COST TO THE GOVERMENT, and for the drydock foreman's charge. Allow a sufficient number of days in drydock to complete the mandatory underwater work herein specified. Payment for ttheir item will be in one lump sum.
0028 REPOSITION VESSEL, DRY DOCK AND PAINT
Drydock the vessel and re-position the blocks to areas previously painted. Ttheir is to be completed to paint the hull areas where the blocking supported the vessel on the drydock during the initial hull painting. Exposed un-painted areas shall prepared similar to the rest of the hull and shall be painted using the same process and product.
0029 CLEAN HULL FOR VISUAL INSPECTION
The Contractor shall pressure wash the hull, and any other item of the vessel from the water line down as needed for visual inspection. Ttheir effort is to remove all sea growth as well as any zebra mussels that may have attached to the hull and make a better assessment of the condition of the steel hull, and sea chests. Ttheir pressure wash shall be completed as soon as possible upon entering the drydock. The pressure wash shall be a minimum of 2500 PSI. In addition, the contractor may need to utilize other techniques such as scraping to remove growth and mussels from the hull. Containment and disposal of the water and debris shall be the responsibility of the Contractor. Care shall be taken by the contractor not to damage the existing protective paint system, seals, or any other plant features. If damage is occurring to the existing paint or any other feature the Contractor shall immediately notify the Government Quality Assurance Representative and the Contracting Officer’s Representative (COR), suspend the operation, adjust water pressure to minimize damage and resume operation at no additional cost to the Government.
The contractor shall thoroughly perform a visual inspection of the exterior hull plate, welds, seams, etc for corrosion, physical damage, and/or leakage. Ttheir shall take place immediately after completion of the pressure wash cleaning to determine the condition of the hull. Repairs to these items shall be identified by the Contractor in a Conditions Found Report which will be provided to the government. The Contractor will then notify the Government Quality Assurance Representative and the Contracting Officer’s Representative (COR) on the condition. The Contractor shall then coordinate the necessary repairs with the Contracting Officer’s Representative (COR) and immediately proceed with the repairs when they are approved by the Contracting Officer (CO) with a change order to the contract.
0030 AUDIOGAGE READINGS
The Contractor shall perform audio-gauge readings of the hull and rudder as directed by the government representative. An estimated total of 250 readings will be required. Two copies of the readings shall be provided to the government in the form of sketches and tables clearly indicating the location and value of each reading. The readings shall be provided to the government no later than three (3) work days after the readings are taken.
0031 HULL BLAST CLEAN and PAINT ENTIRE HULL
The Contractor shall perform blasting to a condition of removing any visible oil, grease, dirt, dust and loose material(SSPC-SP6/SP7) over the entire hull and sides of the vessel up to the main deck to remove all existing rust, deteriorated coatings and marine growth in preparation for application of primer and epoxy coating. Scaffolds or other means of providing access to the surfaces to be worked on shall be provided for use by the persons blasting.
The use of extension pipes for sandblasting will not be permitted. All sand blasting shall be done from above when working the sides of the vessel, with the blast nozzles pointed downward to minimize the spread of sand to the upper portion of the vessel. All ventilating air inlets to the tug shall be secured so that no sandblast grit or debris enters the tug. Particular attention shall be paid to the air inlets for the main engine and engine room. Paint systems damaged by sandblasting overspray shall be repaired at no additional cost to the Government.
0031.1.1
The Contractor shall ensure that the removal and disposal of the media shall be in accordance with all applicable Local, State, and Federal regulations.
0031.1.2
Ameron coating system or equivalent; composed of the coating types and dry film thickness identified below, are required. Approved substitutes are allowed.
0031.1.3
First Coat – Amercoat 238 Black, 10 MIL minimum dry film thickness (DFT) or equivalent.
0031.1.4
Second Coat – Amerlock 238 Black, 10 MIL minimum dry film thickness (DFT) or equivalent (Total 20 MIL minimum DFT).
0032 REPAINT DRAFT MARKINGS, LEGENDS, NAMES AND PLIMSOLL LINES
All draft marks, legends, names and plimsoll lines on the bow, midship and stern shall be repainted. Markings shall be in accordance with ABS requirements.
0032.1
Ameron coating system or equivalent; composed of the coating types and dry film thickness identified below, are required. Approved substitutes are allowed.
0032.2
Top Coat – Amerlock 450 HS, White 27880, 5 MIL minimum dry film thickness (DFT) or equivalent.
0033 SANDBLAST AND PAINT TWO SPUD HOIST ROOM DECK FLOOR
0033.1
The Crane Barge Manitowoc has two spud hoist rooms each approximately 16’x8’x8’. The Contractor shall perform blasting to a condition of near white metal (SSPC-SP-10 Near White Blast) over the entire deck floor area to remove all existing rust, deteriorated coatings and marine growth in preparation for application of primer and epoxy coating. The use of extension pipes for sandblasting will not be permitted. All sand blasting shall be done from above when working the sides of the vessel, with the blast nozzles pointed downward to minimize the spread of sand to the upper portion of the vessel. All ventilating air inlets to the tug shall be secured so that no sandblast grit or debris enters other areas of the crane barge. Particular attention shall be paid to the air inlets for the engine room. Paint systems damaged by sandblasting overspray shall be repaired at no additional cost to the Government.
0033.1.1
The Contractor shall ensure that the removal and disposal of the media shall be in accordance with all applicable Local, State, and Federal regulations.
0033.2
Ameron coating system or equivalent; composed of the coating types and dry film thickness identified below, are required. Approved substitutes are allowed.
0033.2.1
First Coat – Amercoat 240 Oxide Red, 7 MIL minimum dry film thickness (DFT) or equivalent.
0033.2.2
Second Coat – Amercoat 240 Oxide Red, 7 MIL minimum dry film thickness (DFT) or equivalent (Total 14 MIL minimum DFT).
0034 CLEAN FUEL TANKS AND CROSS-OVER PIPES
0034.1
The Crane Barge Manitowoc has two 1000 gallon fuel tanks. Upon delivery to the dry dock the tanks will have approximately 200 gallons of fuel on board. The Contractor shall drain the fuel tanks, clean all fuel tanks and cross-over piping of all sludge and residue that may have been caused by any of a broad spectrum of bacteria and fungi, including molds and yeasts. Pressure test empty tanks for possible leaks after steam cleaning. Make any necessary repairs. Filter and separate the water from the original drained fuel oil and replace the separated fuel oil into the Tanks. Install new gaskets on all manholes.
034.1.1
The Cross-Over piping consist of approximately 40’ of 1-1/2” schedule 40 pipe with one 1-1/2” petroleum rated ball valve in line.
0035 INSPECT WEAR PLATES IN SPUDWELLS
0035.1
The Contractor shall inspect the wear plates in each spud well. If Any wear plates will need to be replaced, it will be covered under CLIN 044 Option 18 – Replace Spud Wear Plates and a contract modification will be completed.
0036 REPAIR BENT SPUD
The Contractor shall repair a minor bend in the spud on-board the crane barge, so much as the spud will be straight and true again. The total length of the spud is 55ft, the bottom 35ft of the spud is manufactured with ¾” steel plate and the top 20ft is manufactured with 7/8” steel plate and both are joined with a continuous fillet weld with a backer plate. Cut out damaged areas(s) and replace with new steel as needed to return to true. Ensure transitions of replaced steel are in accordance with original spud fabrication blueprint.
0037 INSPECT AND REPACK BILGE SYSTEM VALVES
The bilge system valves shall be opened up, cleaned, and each valve re-assembled to a satisfactory condition.
Deteriorated fasteners and/ or valve parts shall be replaced as necessary. The Contractor shall repack all valves on the bilge system including all overboard valves.
0038 REPLACE SEA CHEST VALVES
The sea chests shall be opened up, cleaned, and each valve replaced.
0039 OPTION 10 ADDITIONAL LAY DAYS
If ordered by the Contracting Officer's Representative (COR), provide additional lay days in the drydock to perform work which cannot be completed within the time needed for completion of work under Item 026 DOCKING AND UNDOCKING, and which may be required in addition to that herein specified or by an emergency. Ttheir item is to include the drydock foreman's charge, and services specified under Paragraph 13 SERVICES TO BE FURNISHED
BY THE CONTRACTOR WITHOUT FURTHER COST TO THE GOVERMENT.
0040 OPTION 11 HULL PLATE RENEWAL
0040.1
The Contractor shall renew defective hull plating upon approval of the COR. All renewals shall duplicate original construction and shall be tested tight as required. Defective doublet renewal shall be installed with plug and other welds as required. All bilge blocks in the way of shell plate shall be removed and replaced upon completion of the work. Adjacent plating and frames in the way of new plates shall be heated and faired as required.
0041 OPTION 12 HULL CURVED PLATE RENEWAL
0041.1
The Contractor shall renew defective hull plating upon approval of the COR. All renewals shall duplicate original construction and shall be tested tight as required. Defective doublet renewal shall be installed with plug and other welds as required. All bilge blocks in the way of shell plate shall be removed and replaced upon completion of the work. Adjacent plating and frames in the way of new plates shall be heated and faired as required.
0041.2
A price per pound in place (including welding) shall be quoted for plate on an estimated quantity one hundred (100) pounds curved plate. For informational purposed the Contractor shall state in their proposal the amount of steel that can be placed per extra lay day. Ttheir includes any necessary staging.
0042 OPTION 13 HULL PLATE REPAIR
The Contractor shall repair cracks in the hull plating by drilling the ends to arrest spreading of the crack and then vee out and weld tight the crack upon approval by the COR. A price per inch of crack repair (including welding) shall be quoted on an estimated quantity of 240 inches of repair prices. Ttheir item includes all necessary staging.
0043 OPTION 14 MISCELLANEOUS WELDING
The Contractor will perform electric welding upon approval of the COR. All welders shall have the appropriate certification for the type and position of weld being performed. A price per inch will be quoted based on an estimated requirement of 240 inches of welding services. The price shall include all welding rod, gasses and miscellaneous materials. Any steel required will be charged for separately.
0044 OPTION 15 REPLACE 6” GATE VALVE
The Contractor shall replace the existing 6” gate valve.
0045 OPTION 16 REPLACE 3” GATE VALVE
The Contractor shall replace the existing 3” gate valve.
0046 OPTION 17 REPLACE 2” GATE VALVE
The Contractor shall replace the existing 2” gate valve.
0047 OPTION 18 REPLACE SPUD WEAR PLATES
The wear plates are to be replaced with new plates upon approval of the COR. A price for replacement with new, per wear plate, shall be quoted.
0048 OPTION 19 BLAST AND PAINT BULKHEAD WALLS OF SPUD WINCH ROOMS
The Crane Barge Manitowoc has two spud hoist rooms each approximately 16’x8’x8’. The Contractor shall perform blasting to a condition of near white metal (SSPC-SP-10 Near White Blast) over the entire deck floor area to remove all existing rust, deteriorated coatings and…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.