INVITATION TO BID City of Fort Morgan Streets Department Concrete Stormwater Project Materials

Transcription

1 NVTATON TO BD Streets Department The is accepting sealed bids for until 3:45 p.m. (our clock) on July 11, 2013 at City Hall located at 110 Main Street, Fort Morgan, Colorado at which time and place all bids will be publicly opened at 4:00 p.m. f hand delivered, they are to be sent to 110 Main Street, Fort Morgan, CO f mailed, the address is PO Box 100, Fort Morgan, CO Bids must be received at City Hall prior to 3:45 p.m. (our clock) on July 11, No pre-bid meeting will be held. All questions regarding this bid should go to Bradley Curtis, PE, Municipal Engineer. Questions must be submitted in writing via to bcurtis@cityoffortmorgan.com or faxed to (970) The cut-off date and time for questions is July 3, 2013 at 9:00 a.m. t is the responsibility of the prospective bidders to contact Brad Curtis to verify receipt of questions at (970) Based upon such inquiry, the City may choose to issue an Addendum. A copy of the bid and associated documentation may be obtained as follows: 1. The City Website at 2. City Hall located at 110 Main Street, Fort Morgan PEOPLE PARTNERSHP PROGRESS

2 NSTRUCTONS TO BDDERS Streets Department. GENERAL NSTRUCTONS All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the contractual agreement. n addition, the bidder s authorized signature of the bid assures the company s understanding of the City s Procurement Policy. A copy of the policy is available upon request at the City Clerk s Office. Bid(s) may be withdrawn up to the date and time set for closing upon written, faxed or ed notice to the City. Bid(s) may not be withdrawn for a period of sixty (60) days after the date of opening. Negligence upon part of the bidder in preparing their bid(s) shall not constitute a right to withdraw a bid(s) subsequent to the bid opening. A conditional or unqualified bid may be cause for rejection. Only Bids properly received will be accepted. Each Bid and applicable documentation as requested must be submitted in a sealed envelope, addressed to: Attention: Bradley Curtis, PE PO Box 100 Fort Morgan, CO and bear the name of the bidder and their address. f Bid is to be delivered via private courier, such as FedEx, UPS, etc., they are to be sent to: 110 Main Street, Fort Morgan, CO f Bid is to be mailed via USPS, they are to be sent to: PO Box 100, Fort Morgan, CO All bid price(s) must include, but are not limited to, equipment cost, attachments, warranty, manuals, parts, freight, packaging, delivery and discounts. Separate pricing will not be considered unless otherwise noted. The intent of this bid is to purchase fully functional material for the purpose it is designed to meet.. SPECFCATONS ALL MATERAL MUST BE MNMUM FULL GRADE COMMERCAL OR BETTER AND PREFERENCE TO NAME BRAND EQUPMENT AND/OR PARTS AS LSTED, F APPLCABLE. THE CTY OF FORT MORGAN RESERVES THE SOLE RGHT TO DETERMNE F THE BD MEETS SPECFCATONS. A. Minimum Specifications: 1. General: a. Materials shall be new, not used and have been in production for a minimum of 12 months. Hybrid, one-off or prototype material is unacceptable. b. The 2011 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction, the 2012 CDOT M&S Standards, latest editions, are made PEOPLE PARTNERSHP PROGRESS Page 1 of 3

3 NSTRUCTONS TO BDDERS Streets Department a part of these specifications. n case of conflict, the materials will have the following priorities: (1) General conditions, (2) CDOT Specifications and Standards, (2) ASTM/AASHTO Standards. c. Materials shall be from manufacturer that is a current plant quality certified member of American Concrete Pipe Association (APCA) and the National Precast Concrete Association (NPCA), meeting all current requirements; d. The manufacturer shall employ a Colorado licensed professional engineer; e. Applicable data sheets and installation instructions shall be available upon request for anchors, lifting inserts and other devices; f. tems shall be all inclusive, including, but not limited to sealants, gaskets, pipe entry connectors, steps, racks, and other items before or at the time of delivery with applicable installation instructions. 2. Reinforced Concrete Pipe (18 inches 84 inches): a. Pipe shall meet or exceed ASTM C76/AASHTO M170 for the specified diameters and strength classes; b. Strength Class shall be a minimum of Class ; and c. Joints shall use O-ring rubber or neoprene gaskets and meet or exceed ASTM C443/AASHTO M Storm Manholes: a. Precast concrete units shall meet or exceed ASTM C478/AASHTO M199, AASHTO M306/AASHTO M105, Class 35B for the specified structures and industry standard appurtances, such as frames, grates, covers and steps; b. Design Loading: (1) minimum AASHTO HS20-44, w/ mpact; (2) Soil weight = 120 pcf; and (3) Overburden depth of 24-inches maximum. c. Concrete 28-day compressive strength shall be 6000 psi minimum; d. Steel Bar Reinforcement shall meet or exceed ASTM A615, Grade 60; e. Reinforcement shall be designed to account for blockouts for future connections as specified in Attachment A; f. Joints shall use butyl-rubber sealant and meet or exceed ASTM C990/AASHTO M198B; and g. Manholes are intended to be utilized as dry wells in the interim, so base sections shall be floorless. 4. nlets: a. Precast concrete units shall meet or exceed ASTM C478/AASSHTO M199, AASHTO M306/AASHTO M105, Class 35B for the specified structures and industry standard appurtances, such as frames, grates, covers and steps; b. Design Loading: (1) minimum AASHTO HS20-44, w/ mpact; (2) Soil weight = 120 pcf (3) Overburden depth of 24-inches maximum; c. Concrete 28-day compressive strength shall be 6000 psi minimum; PEOPLE PARTNERSHP PROGRESS Page 2 of 3

4 NSTRUCTONS TO BDDERS Streets Department d. Steel Bar Reinforcement shall meet or exceed ASTM A615, Grade 60; e. Reinforcement shall be designed to account for blockouts as specified; and f. Joints shall use butyl-rubber sealant and meet or exceed ASTM C990/AASHTO M198B. B. Warranty: Manufacturer's warranty shall be not less than one (1) year on entire unit including all parts and labor. Bidders submitting literature stating warranties which do not fully comply with warranty requirements of these specifications must submit a letter from the manufacturer certifying warranty compliance as an integral part of their proposal. C. Delivery: 1. All freight is to be FOB Destination. 2. The vendor awarded this bid will be required to furnish the materials serviced in accordance with standard new equipment make ready, with all approved optional equipment in place and in operational condition. 3. All design data, instructions, product data sheets and accessory items (as specified herein), along with a copy of the priced invoice, must accompany the materials no later than the time of delivery. 4. At the time of delivery to, all of the unit and optional equipment must meet or exceed all Federal, State of Colorado, OSHA, MSHA, and DOT safety, noise, lighting, and health standards for this type of equipment. 5. Vendor shall coordinate with the City for delivery date, time and location. Upon delivery to the jobsite, all precast concrete units shall be inspected by the City for quality and final acceptance. Delivery shall be complete to the following project address: Streets Department ntersection of 8 th Avenue & Ensign Street Fort Morgan CO SUBMTTALS A. Bid Form: 1. All bids submitted pursuant to this invitation shall contain a completed and signed Bid Form. B. Submittal Drawings: 1. Based on Attachment A, the Bidder shall supply design data, mix design and submittal drawings for the precast manholes, including but not limited to weights, dimensions, joint details, lifting eye locations, and blockout details. C. Data Sheets: 1. Product data sheets for accessory items and appurtances including but not limited to risers, frames, grates, inlets, steps and gaskets.. PEOPLE PARTNERSHP PROGRESS Page 3 of 3

5 BD FORM Streets Department BD OPENNG: July 11, 2013 at 4:00 p.m. (our clock) WE HERBY ENTER OUR BD FOR THE CTY OF FORT MORGAN S REQUREMENTS FOR CONCRETE STORMWATER PROJECT MATERALS PER THE BD NVTATON AND ANY REFERENCED SPECFCATONS AND DRAWNGS. THE UNDERSGNED CERTFES THAT HE/SHE HAS EXAMNED THE SPECFCATONS AND NSTRUCTONS TO BDDERS AND HAS SUBMTTED A BD N FULL COMPLANCE AND WTHOUT COLLUSON WTH ANY OTHER PERSON, NDVDUAL OR CORPORATON. All Bids must be made on the required Bid Form along with the additional requested submittal information. All blanks spaces for Bid prices must be filled in, printed in ink or typewritten, and the Bid Form must be fully completed and executed when submitted. Only one copy of the Bid Form is required. Payment for work performed or goods sold to the can be expected within 30 days after receipt of the invoice and satisfactory acceptance from the department receiving the service or goods. Any discount allowed by the vendor for prompt payment, etc., must be reflected in the bid figure, and not entered as separate pricing on the bid. Description: The bid is for Stormwater project materials to be utilized by the Streets Department. Purchases of said goods are expected to be to be a one-time purchase.. Bid: tem Description Units Estimated Quantity inch RCP, Class w/ Blockout LF 20 Unit Cost inch RCP, Class LF inch RCP, Class LF inch RCP, Class LF Double Type 13 Combination nlet EA 1 6. Single Type 13 Combination nlet EA 1 7. Box Manhole #13 EA 1 8. Box Manhole #14 EA 1 PEOPLE PARTNERSHP PROGRESS Page 1 of 2

6 BD FORM Streets Department BD OPENNG: July 11, 2013 at 4:00 p.m. (our clock). Submittal and For nformation Purposes Only: tem Description ncluded with Bid 1. Completed and signed Bid Form 2. Submittal Drawings 3. Data Sheets ADDENDA: Addendum Number Date of Addendum Date Received SGNED: TTLE: PRNTED NAME: FRM: ADDRESS: CTY: STATE: ZP: DATE: TELEPHONE NUMBER: FAX NUMBER: PEOPLE PARTNERSHP PROGRESS Page 2 of 2