COOK HOUSE SHELTER TENDER BID SHEET

Transcription

1 COOK HOUSE SHELTER TENDER BID SHEET Tender No. RE Contractor: Phone: Fax: Attention: Cell: Fiscal Year: 2016 Nearest Highway: Hwy 40 Existing Structure: Nearest Settlement: Grovedale None, Currently Vegetation Location Name: Grovedale Fish Pond Longitude, Latitude: Legal Land Location: SW W6M General Scope of Work (Details of the work to be completed are contained on the attached pages.) Supply, Deliver and Install a 30 X 60, metal cookhouse with stamped engineered drawings. Additional option (Not a tender requirement) to supply and install Charcoal Barbeques Contractor s Bid Item No. Description 1 Shelter Materials 2 Site Preparation 3 Installation 4 Freight/Delivery 5 OPTIONAL Supply & Install Charcoal BBQ s Unit Lump sum Lump Sum Lump Sum Lump Sum Lump Sum Estimated Quantity Unit Cost Estimated Total Cost Invoice Amounts Actual Quantity Actual Cost Total Days Not On-site Day N/A N/A N/A Total Days On-sight Day N/A N/A N/A Total Days from Start to Completion Day N/A N/A N/A Late Penalty day $100 Bid Submitted By: Total Bid Submitted Total Payable Date Work Commenced: Date Work Completed: Approval Submitted for Payment Approved by: (sign) Submitted by: Name: Name & Title: Title Date: Page 1 of 4

2 Item 1 Shelter Materials Fabrication and supply of all structure materials including but not limited to all engineered drawings, metals, coatings and hardware as outlined in the attached 30 X 60 Cookhouse Specification Document. A general overview of required materials are as follows Steel columns shall be 8 x 8 square steel tube minimum.188 wall thickness. All beams shall be structural steel tube sized according to engineering. Rafter beams shall be one piece construction. All bolts shall be A-325 or A-307 hidden at all connections. Roofing shall be 24 gauge HR-36 steel pre-cut and pre-finished with ribs running with the slope of the roof. All trim shall be 24 gauge pre-finished to match roofing. 2nd Tier shall be continuous length of structure with ship prow ends and with the ridge beam extended ±12" beyond the ends of the roof. Open or welded C channels, I beams, S or Z purlins or angle iron shall not be allowed. Perimeter fencing shall consist of 3 x2 posts and 4 x4 rails and covered with 22 GA. HR-36 steel siding per drawing. Payment for Shelter Materials will be made on the basis of the lump sum price bid, which covers full compensation for the cost of furnishing all labour, materials, equipment, drawings and tools necessary to complete the work. Item 2 Site Preparation Remove existing trees, vegetation and topsoil from the required area, install and pack ¾ crush gravel and install all required concrete pilings and footings as per engineered specifications. Payment for Site Preparation will be made on the basis of the lump sum price bid, which covers full compensation for the cost of furnishing all labour, materials, equipment, drawings and tools necessary to complete the work. Item 3 Structure Installation Construct and Install the Cookhouse Structure as per the engineered specifications Payment for Structure Installation will be made on the basis of the lump sum price bid, which covers full compensation for the cost of furnishing all labour, materials, equipment, drawings and tools necessary to complete the work. Item 4 Freight/Delivery Delivery of the structure Materials to site. Payment for Structure Installation will be made on the basis of the lump sum price bid, which covers full compensation for the cost of furnishing all labour, materials, equipment, drawings and tools necessary to complete the work. Item 5 OPTIONAL ITEM Supply & Install Charcoal BBQ s Provide a design-build drawing for four (4) charcoal barbecues. Dimensions are: Grill surface 39 from ground level. In order to be placed in the 4 corners of the cookhouse an L shaped measuring 9 in length from the far (long side) corner going both directions is required. Each 9ft section is to be further broken into smaller cooking area sections measuring 35 X 25 X 12 (L X W H) Fabricate, Deliver and install Charcoal Barbeques. Page 2 of 4

3 Total Days Not On-site, On-site, from Start to Completion Total Days Not On-site - Enter the Number of Days in which it will take to provide engineered drawings, Fabricate and deliver the required materials. (Bid Items 1 & 4) Total Days On-site - Enter the Number of Days in which it will take to complete Site Preparation and Installation. Separate barbeque supply and install if provided. Total Days- Enter Total On-site and Not On-site days. Attach a project schedule for clarification. Late Penalty The Contractor shall pay a Late Penalty of $100 per day for each day over the quoted number of days from project approval. There is no inverse monetary incentive for finishing early. Environmental Conditions The Contractor shall follow the guidelines specified. At the time of Development 10% Holdback There will be a minimum holdback of 10% of the total bid amount for a minimum of 45 days after completion to ensure the structure meets the contract specifications. Funds will be release after all discrepancies are corrected and a final inspection shows compliance. Additional Requirements 1. Greenview requests a schedule and quote be included. This is intended to be used as a guideline for Total Days. 2. A project summary including an understanding of the scope of work, schedule and quote. 3. A project risk report explaining and outlining any possible delays and/or risk to the project, possible reasons why and followed by anticipated mitigation strategies. 4. A plain English written project narrative explaining your understanding of the project, and its scope of work from start to completion. This will be used by Greenview as an indicator of the successful bidder s in-depth knowledge, and understanding of the finder details of the project. 5. The successful bid must also be in good financial standing with the Canada Revenue Agency, WCB Alberta and follow all applicable federal, provincial and municipal legislation. 6. The successful bid must also at Greenview s discretion be willing to undertake Prime Contractor status and operate under a safety program which meets or exceeds Occupational Health and Safety Legislation or be willing to agree to operate under Greenview s Health and Safety Program. Bid Packages & Opening Bids must be received in a sealed package addressed as the following: ATTN: Mr. Adam Esch G.D.F.P. 30 X 60 COOKHOUSE Ave, Box 1079 Valleyview, AB T0H 3N0 Bids must be submitted by Wednesday August 10 th at 9:00 AM. Bids will be opened in public on Wednesday August 10 th at 10:00 AM. This work plan is expected to be evaluated and awarded Wednesday August 31, 2016 and completed by mid- October Page 3 of 4

4 Evaluation of Submissions The Evaluation Committee will consist of a team of Greenview s administration. The Evaluation Committee will evaluate the bids using the Evaluation Criteria below. Evaluation Criteria By delivering a submission a respondent unconditionally acknowledges and agrees that: a) Greenview is entitled to exercise its sole and unfettered discretion to award the points for the evaluation of the criteria listed; b) Greenview is entitled to exercise its sole and unfettered discretion to reject any and all submissions and waive irregularities and informalities. c) It irrevocably and unconditionally waives the right to consent, in any legal proceeding or otherwise, any of the foregoing decisions of Greenview; and d) There will be no ignition or creation of contractual obligations as between Greenview and a Respondent arising from this Tender or the delivery of a submission in response to the Tender. Weighting of the Evaluation criteria will be as follows: Total Price % Capability to Perform work (project experience) % Capacity to perform work to meet schedule (availability of required resources) % Demonstrated understanding of the Scope of work % All items and materials must meet the outlined specifications failure to do so will result in disqualification from the Tender. Page 4 of 4

5 30 X 60 COOKHOUSE SPECIFICATIONS Dimensions: Main Roof Dimensions 30-0 x 60-0 Column Dimensions (Center to Center) 26-0 x 18-8 Eave Height 7-7 Roof Ridge of 2 nd. Tier ±16-9 ½ Roof Pitch 6:12 pitch 2 nd Tier Full length Square Feet Under Main Roof 1,800 Steel columns shall be 8 x 8 square steel tube minimum.188 wall thickness. All beams shall be structural steel tube sized according to engineering. Rafter beams shall be one piece construction. All bolts shall be A-325 or A-307 hidden at all connections. Roofing shall be 24 gauge HR-36 steel pre-cut and pre-finished with ribs running with the slope of the roof. All trim shall be 24 gauge pre-finished to match roofing. 2nd Tier shall be continuous length of structure with ship prow ends and with the ridge beam extended ±12" beyond the ends of the roof. Open or welded C channels, I beams, S or Z purlins or angle iron shall not be allowed. Perimeter fencing shall consist of 3 x2 posts and 4 x4 rails and covered with 22 GA. HR-36 steel siding per drawing.

6 STANDARD SPECIFICATIONS w/ TRUZINC RICH PRIMER & SUPER DURABLE POWDER COAT PAINT GENERAL: 1. All structures shall be designed and fabricated to the IBC (Latest Edition) or current local building code with standard load designs of the greater value of 20# per S.F. minimum live load and 100 mph sustained wind load or site specific conditions and the applicable zone for seismic loads. 2. All members shall be designed according to the American Institute of Steel Construction (AISC) specifications and the American Iron and Steel Institute (AISI) specifications for cold-formed members. 3. All fabrication welds shall be in strict accordance with the structural welding code of the American Welding Society (AWS) specifications. All structural welds shall be in compliance with the requirements of Pre-qualified welded joints. All welding shall conform to ASTM A-233 series E-70XX electrodes - low hydrogen. Field welding shall not be required. 4. When required, after award of bid, the shade structure manufacturer shall submit structural calculations, sealed by a registered engineer in the state in which the structure is to be erected for review and approval by the approving agency. 5. Manufacturer qualifications: All manufacturers shall have a minimum of (20) twenty years experience in the fabrication of tubular steel shade structures. Shade structure and kiosk fabrication shall be the manufacturer s primary business. Manufacturer shall have fabricated similar structures to that which is specified. All non-specified manufacturers shall submit complete shop drawings indicating type, size & gauge of material used, with detailed connections to the specifying agency or design firm at least 10 days prior to bid opening for review and written pre-approval. All bids submitted without prior approval will be rejected. FOOTINGS & COLUMNS: 1. Footings shall be structurally engineered by the structure manufacturer to meet local codes and site conditions. (Sample footing drawings shall be made available to the contractor or owner from the manufacturer). When required for structure installation, anchor bolts shall be supplied by the owner / contractor. Columns shall be ASTM 500 grade B. Concrete footing rebar (if required) shall be ASTM A-615 grade 40 #4 bars & smaller, grade 60 #5 bars & larger. Concrete shall be 5 sack mix Portland cement. Maximum slump shall not exceed 4. Concrete compressive strength shall be a minimum of days.

7 FRAME MEMBERS AND COMPRESSION RING: 1. 90% of all steel shall be American (domestic) made. Mill certification shall be made available upon request. All frame members shall be one piece structural steel tube with a minimum.120 (1/8 ) wall thickness, sized according to engineering. All frame members shall be bolted together with bolts totally concealed. All tubing for frame members shall be ASTM 500 grade B. Beam end plates shall be ASTM A36 fy=36,000 psi UNO. Bolts shall be A 307 s, or 325 s unless noted otherwise. I beams, Angle iron, C, Z or S purlins or beams, open or closed, shall not be allowed. ROOFING: 1. All roofing shall be 24 gauge Zincalume / Galvalume coated steel panels, ICBO #ER HR-36 panels shall be 36 wide with 1½ high 7.2. All roofing shall be pre-finished with PVF2 (Polyvinylidene Fluoride) Kynar 500 on the top side. All roof panels shall be pre-cut with ribs running with the slope of the roof. Roof fascia trim shall be 1 ½ J channel trim 24 gauge Zincalume / Galvalume coated pre-finished matching the roof color. Screws & rivets shall match roof color. No exceptions taken for roof type or trim. POWDER COATING: 1. All frame members shall be media blasted to a white finish removing all rust, scale, oil and grease. Powder coating for all frame members shall be provisionally warranted for (5) five years with TRUZINC primer with a Dry Film Thickness of ( mils) & hardness of 2H-3H with a Salt Spray Resistance of 6000 hours and Super Durable Gloss Polyester 9000 series finish paint ( mils) with a hardness of H-H2 & has 1000 hour salt spray resistance. Total of primer & finish paint shall be mils of paint. Finish shall be a smooth uniform surface with no pits, runs or sags. For additional information, please visit for a complete list of specifications. ERECTION: 1. Manufacturer shall supply complete layout and detail plans with installation instructions for the structure. The structure shall be erected in a work-man-like manner with framing, roofing and trim installed according to the manufacturer s installation instructions. Care shall be taken to avoid damaging the structure during installation. Touch up powder coat paint with paint provided to prevent rusting. Components of the structure shall be covered and kept dry prior to erection. WARRANTEE: 1. Manufacturer shall warranty the structure to be free from defects in material and workman-ship for a period of (10) ten years from date of acceptance by owner. Warranty does not include damage from theft, fire, vandalism or acts of God. Manufacturer shall repair or replace structure components of like kind at his option, to match existing material and workmanship. Steel roof finish shall be warranted for (30) thirty years under a separate roof manufacturer s warranty. Powder coat paint shall be warranted for (5) five years after acceptance from owner against peeling, flaking and rusting. Warranty does not cover damage caused from shipping, erection of structure, lack of touchup and maintenance, overspray from lawn sprinklers or vandalism. Bolt threads are not powder coated and therefore are not covered under the powder coat warranty. NOTE: Engineering specifications take precedence over drawings if differences occur.

8 NOT FOR CONSTRUCTION 30' 2nd TIER 24 GA HR-36 STEEL ROOF 24 GA "J" CHANNEL PERIMETER FENCING BELOW PERIMETER BEAM #1 PERIMETER BEAM #2 60' MID BEAMS RIDGE BEAM 8"X8" COLUMN COMPRESSION RING RAFTER BEAM EXTENSION BEAM PLAN VIEW 30'X60' COOKHOUSE MODEL NTS

9 NOT FOR CONSTRUCTION 60' 2nd TIER 24 GA HR-36 STEEL ROOF 7'-6" 24 GA "J" CHANNEL 8"X8" COLUMN 4' 1' 4"X4" RAILING 6' 6' 6' HD FENCING 3"X2" POSTS 22 GA HR-36 STEEL SIDING ELEVATION 30'X60' COOKHOUSE MODEL NTS

10 NOT FOR CONSTRUCTION 30' 2nd TIER 1' 24 GA HR-36 STEEL ROOF 6 12 COMPRESSION RING EXTENSION BEAM RAFTER BEAM 7'-6" 9'-8" HD FENCING 22 GA HR-36 STEEL SIDING 6' 9'-8" 8"X8" COLUMN 4"X4" RAILING 4' 3"X2" POSTS END ELEVATION 30'X60' COOKHOUSE MODEL NTS

11 NOT FOR CONSTRUCTION 30' 2' 26' 2' 3'-6" 3'-6" 6'-2" 3' " OPENING 2 " 3' " 3'-21 2 " 18'-8" 18'-8" 2' ROOF LINE 2' 18'-8" 60' 56' 61' " 6'-2" OPENING 3' TYP. 3'-4" TYP. 3'-4" TYP " TYP. CTR OF FTG, A-BOLT & COLUMN CTR OF ELEC CONDUIT IF REQ'D LAYOUT PLAN 30'X60' COOKHOUSE MODEL NTS

12 NOTE: FOR ILLUSTRATION ONLY! FOOTING SIZE MAY CHANGE w/ STRUCTRAL ENGINEERING ADJUST FTG DEPTH FOR LOCAL FROST CONDITIONS 2 3 4" BASE PLATE ELEC CONDUIT IF REQ'D A-BOLT HOLE 8"X8" COLUMN 2'-0" 8" EXPANSION MAT'L FINISH GRADE SLAB 3" 3" TYP (1)- 5 8"X12" A-36 ALL THREAD A-BOLT w/ (2) HEX NUTS & 8" EMBED BY CONTRACTOR 2" NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION 3" TYP 5'- 6" SQ NTS 8"X8" COLUMN HANDHOLE w/ COVER HEX NUT BY CONTRACTOR WASHER & BASE PLATE NON-EXPANSIVE, UNDISTURBED OR 95% COMPACTED SUBGRADE 1-BOLT SURFACE MOUNT SPREAD FOOTING 30'X60' COOKHOUSE MODEL 4" OPTIONAL ABC 2500 PSI CONCRETE BY CONTRACTOR STUB ELEC CONDUIT PER LOCAL CODE SEE COL DTL PLAN FOR LOCATION IF REQ'D (5) #6 REBAR EACH WAY TOP & BTM

13 NOTE: FOR ILLUSTRATION ONLY! FOOTING SIZE MAY CHANGE w/ STRUCTRAL ENGINEERING 2 3 4" ADJUST FTG DEPTH FOR LOCAL FROST CONDITIONS 6'-0" EXPANSION MAT'L FINISH GRADE SLAB 8" 5" (1)- 5 8"X12" A-36 ALL THREAD A-BOLT w/ (2) HEX NUTS & 8" MIN EMBED BY CONTRACTOR NOT FOR CONSTRUCTION 3" TYP " 2" 3" TYP NOT FOR CONSTRUCTION 2'-0" DIA BASE PLATE ELEC CONDUIT IF REQ'D A-BOLT HOLE 8"X8" COLUMN 8"X8" COLUMN HANDHOLE w/ COVER HEX NUT BY CONTRACTOR WASHER & BASE PLATE NTS #3 HORZ REBAR TIES 6" OC (3) IN TOP 5" 2500 PSI CONCRETE BY CONTRACTOR NON-EXPANSIVE, UNDISTURBED OR 95% COMPACTED SUBGRADE 1-BOLT SURFACE MOUNT CAISSON FOOTING 30'X60' COOKHOUSE MODEL 4" (6) #6 VERTICAL REBAR STUB ELEC CONDUIT PER LOCAL CODE SEE COL DTL PLAN FOR LOCATION IF REQ'D

14 NOTE: FOR ILLUSTRATION ONLY! FOOTING SIZE MAY CHANGE w/ STRUCTRAL ENGINEERING ADJUST FTG DEPTH FOR LOCAL FROST CONDITIONS FINISH GRADE SLAB 9" (4)- 1 2"X5" A-36 ALL THREAD BOLT & 3" MIN EMBED BY CONTRACTOR " 11 2 " 6" NOT FOR CONSTRUCTION 2" 8" 5" " 11 2 " (4) A-BOLTS 3"X2" COLUMN BASE PLATE 3"X2" COLUMN HEX NUT BY CONTRACTOR NOT FOR CONSTRUCTION 4-BOLT SURFACE MOUNT RAILING ANCHOR 30'X60' COOKHOUSE MODEL 3" OPTIONAL BOLT COVER WASHER & BASE PLATE NTS 4" NON-EXPANSIVE, UNDISTURBED OR 95% COMPACTED SUBGRADE

15 7/25/2016 Print Preview PROGRES CANAD CANADA LTD. TWP 692 SW W6M HWY 40 Proposed 30' X 60' Cookhouse 100 yd 100 m Current Scale 1: 2244 MD of Greenview The MD of Greenview makes no representation or warranties regarding the information contained in this document, including without limitation, whether said information is accurate or complete. Persons using this document do so solely at their own risk, and the MD of Greenview shall have no liability to such person for any loss or damage whatsoever. This document shall not be copied or distributed to any person without the express written consent of the MD of Greenview. Copyright MD of Greenview. All Rights Reserved. 1/1