SOLICITATION NOTICE
Z -- ADA Compliance Upgrade for Sidewalks and Curbs
- Notice Date
- 6/19/2017
- Notice Type
- Presolicitation
- NAICS
- 237310
— Highway, Street, and Bridge Construction
- Contracting Office
- Defense Logistics Agency, DLA Acquisition Locations, DLA Distribution, ACQUISITION OPERATIONS (J7), 430 MIFFLIN AVENUE SUITE 3102A, New Cumberland, Pennsylvania, 17070-5008, United States
- ZIP Code
- 17070-5008
- Solicitation Number
- SP3300-17-Q-5016
- Point of Contact
- Michael Hayes Minto, Phone: 7177706145
- E-Mail Address
-
michael.minto@dla.mil
(michael.minto@dla.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- Contractor is to furnish all labor, material, equipment, transportation, supplies and supervision necessary to construct three curb ramps, replace existing cracked sidewalks and construct sidewalk extensions at Buildings 100 and 101, construct a concrete sidewalk connector next to the Picnic Shelter and repair the sewer manhole, extend the street curbing and replace a section of walkway along 3rd Street at DLA Defense Distribution Depot San Joaquin in accordance with plans and specifications. Scope of work includes, but is not limited to, the following: The following summary of work is for the purpose of general information and is not intended to include and describe every feature or item or to define the scope of work. It is expected that the contractor will visit the site of work and thoroughly familiarize himself with the conditions existing there. Failure on the part of the contractor to acquaint himself with the site conditions will not be sufficient reason for any increase in contract price. Project Description: BASIC REQUIREMENT Part A - Construct Curb Ramps, Buildings 100 and 101 1.0 Construct two reinforced concrete curb ramps. 1.1 Remove existing concrete sidewalks at the curb ramp locations and excavate subgrade to the required grade. 1.2 Subgrade shall be compacted to 90%. 1.3 A 6" thick aggregate base course layer shall be provided and compacted to 95%. 1.4 The curb ramps shall be constructed of 6" thick reinforced concrete. Reinforcing shall be with #4 bars, 12" on center each way. #4 x 12" dowels, using deformed reinforcing bars, shall be installed with 2' spacing to securely connect the curb ramps to the existing sidewalks. 1.5 Portland cement concrete with a compressive strength of 3,000 psi and with a maximum aggregate size of 3/4" shall be used. 1.6 Provide slopes with a maximum of 9% at the curbs, and 7.5% for the ramps. 1.7 Concrete surfaces shall have a light broom finish. 1.8 Install 3' x 4' detectable warning surfaces (raised truncated domes) for all three curb ramps. 2.0 Replace and extend concrete sidewalks with 6" thick, reinforced concrete. Locations are shown on the drawings. 2.1 Reroute lawn sprinkler pipe and sprinkler heads, as required, for the new sidewalk locations. 2.2 Subgrade shall be compacted to 90%. 2.3 The replaced or new concrete walkway shall be 6" thick and have a 6" thick aggregate base course under the walkway compacted at 95%, with a maximum aggregate size of 3/4". 2.4 #4 x 12" dowels shall be installed with 2' spacing to securely connect to the existing sidewalk and new curb ramps. 2.5 Compressive strength of Portland cement concrete shall be 3,000 psi. Concrete surfaces shall have a light broom finish. 3.0 Excavated soil, removed concrete from the sidewalks and debris shall be removed off the installation. 4.0 Special Conditions/Requirements: 4.1 Shop drawings shall be provided for approval before any work is done. 4.2 Contractor shall verify all existing underground conditions and dimensions prior to excavation. 4.3 The job site shall be left in a clean and orderly condition during construction, and all construction debris and excess material shall be removed upon completion of the job. Contractor shall not use Government trash cans, dumpsters, or other waste receptacles. 4.4 All hazardous waste manifests, non-hazardous waste manifests, special waste manifests and Bills of Lading (BOLs) shall be reviewed and certified by the environmental office. 4.5 Contractor shall adhere to the attached General Environmental Controls. 4.6 Any soil-disturbing equipment shall be thoroughly washed prior to bringing on the installation. This is to reduce and possibly prevent invasive weed growth. 4.7 Keep dust to a minimum. 4.8 If the contractor applies non-skid surfacing to ramps or use any other chemicals, provide Safety Data Sheet (SDS) for approval. 4.9 Contractor shall clearly delineate work area to ensure safety of depot personnel walking near the construction site. 4.10 Contractor shall ensure that all required personal protective equipment (PPE) is properly used. 4.11 Contractor shall adhere to all applicable safety regulations as stated in the attachment "Safety Orientation for Contractors, Requirements & Guidance". 4.12 Contractor shall follow all DDJC health and safety regulations and DLA security requirements. Part B - Picnic Shelter Concrete Sidewalk Connector 1.0 Construct Concrete Sidewalk Connector 1.1 Shall be located as shown in the enclosed drawing. 1.2 Prepare the concrete pad sites by removing existing sod. 1.3 Shall be 4" thick reinforced concrete. Use wire mesh reinforcement 1.4 Size of the concrete pad shall be 6' x 15' (see attached drawing). 2.0 Provide any other material and/or perform any other labor necessary to ensure the slab is properly constructed and able to perform as intended. 3.0 Any work outside this scope shall be approved in advance by the Engineering Technician or (if work is performed by WOLVERINE Services) the CGA Contracting Officer Representative. 4.0 All material shall be in new condition unless otherwise specified, shall be "Made in USA", and shall meet the Buy American Act requirements. 5.0 The job site shall be left in a clean and orderly condition during construction and all construction debris and excess material shall be removed upon completion of the job. The use of Government trash cans, dumpsters, or other waste receptacles is prohibited unless work is performed exclusively by WOLVERINE personnel. 6.0 All work shall conform to the current NFPA/NEC code, including NFPA 70E. 7.0 Construction shall be in compliance with all applicable local, state and federal standards. 8.0 Contractor is subject to all DDJC health and safety regulations and DLA security requirements. Part C - Repair Sewer Manhole, 3rd Street Repair the frame and adjusting rings for a sewer manhole, and extend the curbing along 3rd Street. 1.1 Repair an existing sewer manhole with damaged frame and adjusting rings. 1.2 Extend the street curb 140 feet between the existing curb and a walkway. 1.3 Pave the shoulder area between 3rd Street and the curb extension. 1.4 Install two bollards to protect the sewer manhole from trucks, one bollard two feet north and another bollard two feet south of the manhole. 1.5 Provide erosion control between the curb extension and existing fence with a two inch thick layer of pit-run rock over weed fabric. Pit-run rock shall be reddish/brown of native origin ranging in size from 1-1/2 to 2 inches. 1.6 Repaint the 4 inch wide fog line with reflective white traffic paint. 2.0 Pave a new 50 feet long, 3 feet wide asphalt concrete shoulder along 3rd Street, and repaint the fog line. 3.0 Replace an existing, cracked walkway, 5 feet wide x 7 feet long, with a reinforced concrete walkway, and repaint the fog line. 4.0 Excavated soil, removed concrete from the sidewalk and debris shall be removed off the installation. 5.0 Special Conditions/Requirements: 5.1 Shop drawings shall be provided for approval before any work is done. 5.2 Contractor shall verify all existing underground conditions and dimensions prior to excavation. 5.3 The job site shall be left in a clean and orderly condition during construction, and all construction debris and excess material shall be removed upon completion of the job. Contractor shall not use Government trash cans, dumpsters, or other waste receptacles. 5.4 Contractor shall clearly delineate the work area and provide traffic controls to ensure the safety of depot employees and contractor personnel. 5.5 Contractor shall follow all DDJC health and safety regulations and DLA security requirements. ENVIRONMENTAL REQUIREMENTS: Pest Management: All construction equipment needs a thorough cleaning before entering DDD San Joaquin to eliminate the potential of invasive vegetation, from previous off depot work sites, migrating onto the Depot. Portable equipment with internal combustion engines >50 bhp must be registered with either CA State or the San Joaquin Air Pollution Control District. Maintain all applicable registration documentation upon entrance to the installation. Portable generators <50 BHP must meet CA State emissions requirements. Off-road diesel equipment such as backhoes, track-hoes, augers, loaders, forklifts, man-lifts, etc. must be registered with the state upon entrance to the installation and have an Equipment Identification Number (EIN) affixed. Adhere to the state's air-borne toxic control measure 5-min idle rule for diesel vehicles >10,000 lbs. Due to proximity of to the Child Development Center (CDC): 6, Air District Rule 4102: "A person shall not discharge from any source whatsoever such quantities of air contaminants or other materials which cause injury, detriment, nuisance or annoyance to any considerable number of persons or to the public or which endanger the comfort, repose, health or safety of any such person..." Removal of Hazardous Waste, Non-RCRA Hazardous Waste, Non-Regulated Hazardous Waste and Universal Waste: All Manifest, Non-Hazardous Waste Manifests, Special Waste Manifests, Straight Bill of Ladings will be signed by Environmental Office (DS-FJEE) personnel only; must distribute all Hazardous Waste Manifest through the Environmental Office (Ed McNair @ 209-839-5539) for Generator signature; provide advance copy of Manifest 5 days prior to hazardous waste shipment/pick up date. Package, mark, label and store hazardous waste in accordance with federal, state and local regulatory requirements; must coordinate hazardous waste accumulation point setup with the Environmental Office (Ed McNair @ 209-839-5539). Store hazardous material in accordance with state and federal safety and environmental regulatory requirements. Maintain a hazardous material inventory list; ensure Safety Data Sheets (SDSs) are available. Shall refer to Generator information contained in this package. Safety and Industrial Hygiene Requirements: Contractors shall not be permitted to enter, with any part of their body, any confined space (i.e., manholes, vaults, etc./identified or un-identified) without an approved confined space permit, prior approval from the Contracting Officer's Representative (COR) and from the Installation Support Industrial Hygienist or Safety Office. Contractor shall provide proof of confined space training certification to the COR and Installation Support Safety Office for every employee involved in the confined space operation. All work shall be performed complete and in accordance with the statement of work and drawings. Period of Performance: The contractor is required to execute the work diligently and complete the entire project, ready for use no later than 180 calendar days after the award/NTP of the purchase order. The time stated for completion shall include final clean-up of the premises. (Section 00700, FAR 52.211-10). Work shall be accomplished during normal working hours (Mon.-Fri. 0700 to 1530). Any power outages shall be scheduled at least 72 hours in advance. This acquisition is set-aside 100% for Small Business concerns. Liquidated Damages will be assessed. The NAICS Code for this procurement is 237310. The small business size standard is $36,500,000.00. The magnitude of this construction effort is between $25,000 and $100,000. The tentative timeframe for issuance of the Request for Quotation (RFQ) solicitation SP3300-17-Q-5016 for the above stated requirement is on or around June 29, 2017. A pre-proposal/site visit will be conducted. The exact date and time for the pre-proposal/site visit will be stated in the solicitation. Access to the solicitation package to include the specifications and drawings will only be made available to prospective offerors via the Federal Business Opportunities (FedBizOpps) website at http: www.fbo.gov. Hard copies of the solicitation will not be distributed. Any questions concerning this project should be directed to the Acquisition Specialist Michael Minto at Michael.Minto@dla.mil. All questions should be submitted in writing via email to the above. Prospective offerors are cautioned concerning their responsibility to access the website for any amendments that may be issued under the RFQ. There will be no advance notification of amendment issuance. Prospective offerors are advised to consult the website frequently to check for any amendments. Amendments may be issued up until the quote closing date. Failure to acknowledge amendments may render your quote ineligible for award. NOTE: To receive an award resulting from this solicitation, offerors MUST be registered in the SAM database IAW FAR 52.212-1(k) and DFARS 204.1103. Registration may be done online at: www.sam.gov Prospective contractors shall also complete electronic annual representations and certifications at http://orca.bpn.gov in conjunction with required registration in the SAM database. All responsible small business concerns may submit a quote which shall be considered by this agency. The Government intends to award one purchase order as a result of the RFQ. Award will be made to the lowest responsive, responsible quoter. An offeror must be determined responsible according to the standards of FAR Subpart 9 to be eligible for award.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/DLA/J3/DDC/SP3300-17-Q-5016/listing.html)
- Place of Performance
- Address: Defense Distribution Depot San Joaquin, California, 25600 South Chrisman Rd, Tracy, California, 95304, United States
- Zip Code: 95304
- Zip Code: 95304
- Record
- SN04550175-W 20170621/170619235859-567250488500fd8d6b821a0ebbe5a01a (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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