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HomeMy WebLinkAboutAddendums No. 1 & 2SECTION 00900 Addendum No. 1 (January 9, 2007) to Contract documents CITY OF SUNNY ISLES BEACH TOWN CENTER PARK RESTROOMS AND LIGHTING IMPROVEMENTS CGA PROJECT NO. 06 -5723 CITY BID NO. 06 -12 -01 To All Bidders: Bidders for the above - referenced project shall take note of the following changes, additions, deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the Contract Documents shall become a part of and have precedence over anything shown or described otherwise. IN THE CONTRACT DOCUMENTS: 1 . In Document 00300, replace section in its entirety. All other documents, specifications, drawings, terms and conditions remain the same. Bidders must acknowledge receipt of Addendum on Page 00300 -5. ENO OF SECTION December 2006 900 -1 06 -5723 SECTION 00300 •._N Address Phone To furnish all materials, equipment and labor and to perform all work in accordance with the Contract Documents for construction of TOWN CENTER PARK RESTROOM AND LIGHTING IMPROVEMENTS located in the CITY OF SUNNY ISLES BEACH. To: CITY OF SUNNY ISLES BEACH 18070 Collins Avenue, Suite 250 Sunny Isles Beach, Florida 33160 The undersigned Bidder has carefully examined the Bidding Documents and the site of the proposed work and is familiar with the nature and extent o" the work and any lo:::l conditions that may in any manner affect the work to be done. The undersigned Bidder agrees to do all the work and furnish all materials called for by the Bidding Documents, in the manner prescribed therein and to the standards of quality and performance established by the Engineer for the unit price amounts slated in the spaces hei: in provided, for each of the items or combination of items stipulated. Unit price line items shall include cost of implementing all applicable safety requirements. Bidder acknowledges that estimated quantities scheduled are approximated for the sole purpose of obtaining comparative bids for determination of the lowest responsible bidder and actual quantities required nmgv increase or decrease. Bidder further agrees that payments will he made on the oasis of actual quantities placed and accepted in the construction December 2006 00300 -1 06 -5723 PROJECT NAME UNIT PRICE BID SCHEDULE Item Estimated No. Description Quantity Unit Unit Price I. GENERAL 1. Mobilization per FDOT ( <5 %) 1 LS 2. Maintenance of Traffic Per FDOT including temporary striping and signage, barricades, barriers, arrow panels, etc. as required. 3. Clearing and Grubbing 4. Pollution Prevention and Sediment Control 5. Earthwork SUBTOTAL II. CIVIL A Demolition 6. Saw Cut, Remove, and Dispose of Asphalt Pavement 7. Saw (lit, Remove, and Disp. se of Concrete Sidewalk. 8. Excavation and Re- grading 9. Saw Cut, Remove, and Dispose of Type "D" Curb. B Pavement Restoration 10.4" Sidewalk, including sub -grade compaction 11. Asphalt Pavement Restoration 12. Parking Striping 13. Type "D" Curb C Water and Sewer 14. Single Sewer Service, including connection 15. Single Water Service w/ Box and connection SUBTOTAL III. Electrical A Luminaires 16. Bollard Lights Estimated Amount 1 LS I LS 1 LS 1 LS 2 CY 7 CY 83 CY 17 LF 820 SF 28 SY 1 LS 17 LF 1 EA 2 EA 51 EA December 2006 00300 -2 06 -5723 17. Park 12" Light Fixtures 6 EA 18. Canopy Light I EA _ B Electrical Materials 19. Sch 40 PVC Conduit and Fittings, to include trenching, backfill, and restoration to existing or improved conditions. 2810 LF 20. Copper Wiring 2810 LF 21. Panel Board I EA 22. Lighting Contactor 3 EA 23. Time Clock 2 EA SUBTOTAL ELECTRICAL IV. Building 24. Proposed Prefabricated Restroom and Office building (complete) including all labor, equipment and materials necessary for final product. Complete building to include, but not be limited to stone walk around building, all structural, plumbing, mechanical, electrical, finishing work, communication system, furniture, all building finishes, excavation, fill and preparation of building pad as indicated in plans 1 LS 25. Final Restoration around building to include, but not limited to sodding, and irrigation. I LS SUBTOTAL BUILDING V. Contingency 1 LS TOTAL BASE BID (Item I Thru V) (Written) (Authorized Signature) $25,000.00 $ $ $25,000.00 ( Date) December 2006 00300 -3 06 -5723 BID SECURITY Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of $ 5% of the bid or $5,000.00, whichever is less made payable to the Owner which may be forfeited as liquidated damages if, in the event this proposal is accepted, the undersigned fails to execute the Agreement and furnish and pay for the required performance and payment bonds for the Owner within 10 days after acceptance of the Bid; otherwise said certified or cashier's check or bid bond will be returned to the undersigned. The undersigned Bidder agrees to commence work within 10 days after the date of written Notice to Proceed, and further agrees to substantially complete the work within 90 consecutive calendar days after the date of written Notice to Proceed, subject to such extensions of time allowed by the Conditions of the Contract. The undersigned Bidder also agrees to complete the entire work within 120_ days after the Contract time commences to run. The undersigned Bidder agrees that this Bid shall be good and may not be withdrawn for a period of 60 days after the scheduled closing time for receiving bids. The undersigned agrees to forfeit to the Owner, as liquidated damages for each calendar day elapsing i Aween the date establ: died as the date of substantial completion and the actual date of such substantial completion of the contract work, the amount of $500.00 per calendar day. The undersigned further agrees to forfeit to the O "ner, as liquidated elapsing between the date established as the date of final completi o cu: npletion of the contract work, the amount of :5500.00 per calendar u,-:y. . damages for each calendar day n and the actual date of final December 2006 00300 -4 06 -5723 ADDENDA Bidder acknowledges the receipt of Addendum No.'s 1. 1 2. ,3. ,4. ,5 Dated this day of (month) (year) Contractor: Address: SEAL Attachments: Subcon,,actor List Bid Security Trench Safety Act documentation END OF DOCUMENT December 2006 00300 -5 06 -5723 01119!2007 15:22 9549211496 CGA PAGE 08 SECTION 00900 Addendum No. 2 (January 18 2007) to Contract documents CITY OF SUNNY ISLES BEACH TOWN CENTER PARK RESTROOMS AND LIGHTING IMPROVEMENTS CGA PROJECT NO. 06 -5723 CITY BID NO. 06 -12 -01 To All Bidders: Bidders for the above - referenced project shall take note of the following changes, additions, deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the Contract Documents shall become a part of and have precedence over anything shown or described otherwise. IN THE CONTRACT DOCUMENTS: 1. In Document 13125, replace section in its entirety. 2. Attached Pre -Bid Minutes to be added to contract documents. 3. Response to Bidder` s RFI: - RFI from SA Consultants, LLC: The steel building specified for this project is not pre - fabricated. The manufacturer will ship building part, and the general contractor shall assemble the building with the supplied parts. Since the building is not pre - assembled, not only the structure but also the roof, interior finishes, toilet accessories, plumbing rough -in & fixtures, HVAC ducts & vents, lights and the electrical rough & panels shall be installed at the site. The manufacturer will provide Architectural, Structural & MEP plans & drawings after the building has been purchased. Hence this will make it difficult if not impossible to come up with a price for this portion of project. Please advice, Response: The building is pre - fabricated but not pre - assembled, it is the responsibility of the contractor to coordinate what means and methods are required to assemble it in conjunction with the manufacture. RFI from Lambert Bros. Inc.: Per RCP shelters (your specified building supplier), we will need to supply a foundation designed by a certified Florida Structural Engineer. Are we responsible for the structural Engineer to design the foundation, or will the City take care of it? If we include the cost of foundation in the proposal, what should we base our price on? &Sponse: It is the responsibility of the contractor to include the Structural Engineer for the foundations, The City will supply at the December 2006 900 -2 06 -5723 01/19/2007 15:22 9549211496 CGA PAGE 09 time of design the Soil Testing Report. For bidding purposes assume that the minimum slab thickness shall be eight (8) inches or greater to accommodate anchor bolts and structural members. Monolithic or thickened slabs are permissible for this project. All other documents, specifications, drawings, terms and conditions remain the same. Bidders must acknowledge receipt of Addendum on Page 00300 -5. END OF SECTION December 2006 900 -3 06 -5723 01/19/2007 15:22 9549211496 CGA PAGE 10 SECTION 13125 ALL STEEL GABLE RESTROOM & OFFICE SHELTER TECHNICAL SPECIFICATIONS I. Design Criteria: Structure(s) shall be designed to be free standing, open air pavilion, in conformance with all applicable building code. Manufactured by RCP Shelters: PH: 800 -525 -0207, web: www.rcnshelters.com.; or approved equal. II. Scope: Rectangular picnic pavilion over a minimum slab thickness of eight (8) inches or greater to accommodate anchor bolts and structural members. Monolithic or thickened slabs are permissible for this project_ Shelter shall have a clear space, without a center column or open knee bracing. The contractor shall be responsible for unloading, temporary storage, soil testing (if necessary), site preparation, concrete slab, and erection of structures. Structure will be designed by professional, registered engineers. Restrooms shall be framed under specified shelter. Plumbing and electrical engineering included in package_ Plumbing and electrical rough -in shall be performed by owner or contractor. Plumbing and electrical. fixtures are to be supplied by the contractor. III. Eave & Pitch: Eave height to be minimum 7' -6" at columns. Roof pitch shall be 4:12. IV, Columns: Columns shall be structural tube steel with based plate, cap, and beam to column connection. The shelter shall be set on prepared concrete footings. Foundation will be designed and constructed to meet the local code and good construction practices for the specific site conditions. The structure shall be attached to the top of the concrete by use of four (4) anchor bolts per column as specified by the manufacturer. Anchor bolts, (supplied by GC), shall be hidden by the concrete pad. V. Frame: All structural framing shall be structural tube steel with end caps to form a clean, neat appearance with no place for bird nesting. Since all connections will bolt together, field welding shall not be required. Bolts shall be concealed within the tubing where possible. The steel frame and columns shall be ;Factory prime painted with a rust inhibitive modified alkyd pruner according to Steel Strictures Painting Council (SSPC- SP2) as outlined in RISC 6.5. VI. Column/Frame Finish: Steel columns and frame to be factory prime painted with a rust inhibitive modified alkyd primer according to Steel Structures Painting Council (SSPC -SP2) as outlined in AISC 6.5. The columns and frame shall be finished painted in the field with a weather resistant paint, supplied and applied by the contractor. ■ Factory Finish Paint: The columns and frame shall be factory finish painted with two coats weather resistant enamel paint. December 20, 2006 13125 -1 06 -5723 61/19/2007 15:22 9549211496 CGA PAGE 11 ■ Powder Coat: The columns and frame shall receive one coat zinc rich primer, then top coated with polyester powder- coating, 4 to 6 mils. The frame shall be packaged in foam, cardboard, and stretch wrap to protect the finish during transit. VIi. Roofing: The roof system shall be 24 -gauge galvanized steel panels with 1- 3/16'' high ribs, 12" on center. It shall be precut into panels 3' wide by the length from the eave to the ridge. Angles shall be factory precut. Matching roof trim and fasteners shall be supplied. Ribs shall run with the pitch of the roof For proper drainage. Hip and ridge beams must have cap plates for metal deck bearing. Metal deck cannot bear on beam comer only. Panels shall be pre- painted with a "Kynar 500" paint system to a color selected by owner from the standard color chart. VIII• Pre - Engineered Package: The shelter shall be pre -cut and pre- fabricated package that shall include the structural steel frame, panelized pre- finished roof, fasteners, trim and installation drawings. The stricture shall be shipped in a knocked down manner for minimum shipping charges. IX. Doors: Exterior doors (4) shall be 3' -0" x 6' -8" 18 -gauge metal clad, flush doors with 16 -gauge metal frame. Doors shall be prepared to receive hardware and be prime painted. Doors shall include commercial hinges, levered handled locks, and commercial closures. Field .finish painting of doors and frames shall be by owner or installer. X. Walls: Exterior walls shall be horizontal cedar lap siding over OSB sheathing. HardipIank siding may be chosen in lieu of cedar lap siding. Nominal 2" x 6" SPF studs shall be spaced a Maximum 16" on center. Bottom plate shall be #2 grade or better CCA pressure treated Southern Yellow Pine with. 12" anchor bolts 48" on center. Top plates and blocking shall be included. Interior walls shall be vandal and graffiti resistant FRP panels, field laminated to % moisture resistant gypsum board with RCP supplied adhesive. All trim shall be included. XI. PIumbing Fixtures: All fixtures shall be vitreous china. All accessories shall be stainless steel. Pipe, rough -in, and miscellaneous connection hardware supplied by others. Plumbing chase to have a standard '/Z key handle hose bibb. 2 ADA accessible water closet w/ flush valve Toto— CT705L & TMTINNC -32 1 Urinal w/ flush valve Toto -UT447 & TMU1NNC -12 2 Lavatories Toto -LT307 2 Grid drain JB Allen -1042L 2 Sin Ic -tem self closin.st faucet Moen -8884 2 Stainless Stec] Minor American Access. -Ml -3 MOD 2 Toilet a er dis eraser American Access. -VT -S 2 36" ab bar for ADA water closet American Access.- GA # -SFX36 2 42" b bar for ADA water closet American Access.- GA # -SFX42 December 20. 2006 13125 -2 06 -5723 01/19/2007 15:22 9549211496 CGA PAGE 12 XII. Electrical Fixtures: Shall include service panel, electrical breakers, vandal resistant wet Location fluorescent light fixtures, GFI outlets and all switches. XIII. Privacy Screens: Each restroom to have a privacy screen in front of restroorn. entrance. Privacy screen to be #2 grade or better CCA pressure treated Southern Yellow Pine. Both sides of the screen to have horizontal lap siding to match the exterior of the building. XIV. Ventilation: ■ Electric Exhaust Fans: Each restroom shall have an electric exhaust fan for ventilation. Electric exhaust fans must be used if the enclosed portion is insulated. ■ Cedar Ventilation Louvers: Each restroom shall have four (4) cedar ventilation louvers. December 20, 2006 END OF SECTION 13125 -3 06 -5723 e1!19i2a6' 15:22 9549211496 CGA PAGE 13 i a'— n^ All Steel Gable Restroom /Office Z- G1636 -04- ENC -2F10 FLOORPLAN No Scale AS— G1636 -- 04— ENC— 2Fl O Phone: 772 - 285_3600 1 of 9 Fax: 772 -288 -0207 RCP Shelters, Inc. PO Box 25 Stuart, FL 34995 01:''19!2007 15:22 9549211496 CGA PAGE 14 19 Front El w, - No Scale Repr Elev. — No Scale Side Elev_ - No kale All Steel Gable AS— G1636- 04— ENC -2F10 RCP Shelters, Inc. Restroom /Office °ATE CAD FEE N Phone: 772 -238 -3600 PO Box 25 �i5- G1636 -4- ENC -2F10 s "EEr No. 2 of 2 Fax: 772 -288 -0207 Stuart, FL 34995 G - �I Repr Elev. — No Scale Side Elev_ - No kale All Steel Gable AS— G1636- 04— ENC -2F10 RCP Shelters, Inc. Restroom /Office °ATE CAD FEE N Phone: 772 -238 -3600 PO Box 25 �i5- G1636 -4- ENC -2F10 s "EEr No. 2 of 2 Fax: 772 -288 -0207 Stuart, FL 34995