RFQ Concrete Repair Program

Transcription

1 RFQ Concrete Repair Program The City of Dawson Creek invites bids for the replacement of curbs, gutters, and sidewalk panels within City of Dawson Creek municipal limits. Concrete repair is done on an as-needed basis with no specified minimum amount of work identified for 215. All contract documents are available through the City of Dawson Creek website at The Proponent is solely responsible for ensuring any addenda are downloaded, reviewed, and included in their bid. Questions regarding specifications can be directed to Shawn Dahlen, at Quotations will be accepted up to 2: p.m. (local time), June 17, 215. Quotations must be sealed in an opaque envelope, clearly marked with the name and the project name/number and will be received by Brenda Ginter, Director of Corporate Administration, at: Regular Mail: Box 15, Dawson Creek, BC V1G 4G4 Physical Address (Courier): A Street, Dawson Creek, BC V1G 3V7. t is the sole responsibility of the Bidder to ensure that its Bid is received at the above location and by the time stipulated. Bids received after the stipulated time will be rejected and returned to the Bidder unopened. Faxed Bids are not acceptable and will be rejected. The City reserves the right to accept or reject all or any bids and to waive any informality, incompleteness or error in any bid. Bidders must refer to the RFQ Documents for the terms governing the Bid process. The City reserves the right to accept or reject all or any Bids and to waive any informality, incompleteness or error in any Bid.

2 RFQ Concrete Repair Program pg. 1 SPECFCATOS 1. ntroduction The City of Dawson Creek is looking for a contractor to replace sections of City sidewalk, curb and gutter, on an as-needed basis during the 215 construction season. The successful contractor will be responsible for the supply of all necessary equipment, tools, staffing and fuel. The contractor is responsible to perform all work in accordance with the construction specifications attached to the bid documents as Appendix A, and to good trade quality. The contractor is expected to be knowledgeable in all areas of the scope of work. Bidders are to quote a price per square meter for sidewalk panel replacement, and per lineal metre for curb and gutter replacement with the understanding that the City guarantees no minimum amount of work for the successful bidder. The City of Dawson Creek shall be solely responsible to identify areas for repair and to assign priority to the areas identified. 2. Scope and Location of Work: The successful bidder will be responsible to: Remove and replace City sidewalk panels on an as-needed basis, within City limits to construction specifications attached as Appendix A. Remove and replace curb and gutter sections on an as-needed basis, within City limits to construction specifications attached as Appendix A. Supply of all tools, equipment and fuel. Traffic control as required by Worksafe BC. Replacement of all areas identified to be completed during the 215 construction season. 3. Submission Requirements Bids must include: Bid Form, Pages 1-3, completed in full: o Contractor Acknowledgement Form, including Conflict of nterest disclosure. The possibility of actual or perceived conflict of interest or lack of independence will be considered. f, in the opinion of the City of Dawson Creek a reasonable person would perceive there to be a conflict of interest or lack of independence on the part of the Proponent, the proposal will be rejected. o Contractor Code of Conduct The bid must be received at the closing location by the specified closing date and time, delivered in an opaque envelope and clearly marked RFQ Concrete Repair Program. The bid must be signed by a person authorized to sign on behalf of the Proponent. The bid must be in English. 4. Evaluation Only the information contained in the submission will be used for evaluation. There will not be an opportunity to make a presentation to the City beyond the information contained in your submission. Bids will be evaluated for compliance with the bid documents, with price the priority factor in selecting a contractor from those who demonstrate sufficient capacity and ability to complete the work.

3 RFQ Concrete Repair Program pg Rejection of Bids The Owner has the right, in its sole discretion, not to award a Contract and has the right to reject any or all submissions (including the lowest Bid) without giving any reason for doing so. The Owner has the right, in its sole discretion, to evaluate any or all bids on any basis it considers desirable, including the overall cost of the bid in relation to the Owner's budget for the Work, the ability of the Bidder or Bidders to perform the Work, the finances or creditworthiness of the Bidder or Bidders, and any experience of the Bidder or Bidders in performing work of a kind comparable to the Work. Unless otherwise expressly provided in the RFQ, the Owner is entitled, in its sole discretion, to waive any informality, incompleteness or error in any proposal. The Owner may, but is not required to, in its sole discretion, reject any submission which o is conditional or obscure in any respect, o does not conform strictly with the requirements of the Contract Documents. 6. Additional nformation Except as expressly and specifically permitted in the RFQ, no Bidder shall have any claim for any compensation of any kind whatsoever, as a result of participating in the RFQ, and by submitting a bid, each bidder shall be deemed to have agreed that it has no claim. t is the sole responsibility of the bidder to determine the current site conditions and locations. Bidders may amend their bid via fax to Fax changes must be received prior to the closing time of 2: pm local time, June 17, 215. Any Bid change should disclose only price changes and any change that discloses a lump sum price, a unit price, an extended total, or total price will result in the entire proposal being rejected. The successful bidder will be required to provide and maintain throughout the term the following documentation, which must be submitted prior to the issuance of a contract. o City of Dawson Creek Business License o Proof of good standing with Worksafe BC o A copy of the company s Health and Safety program. o Commercial General Liability policy covering bodily injury and property damage liability in the amount of at least Five Million Dollars ($5,,) from an insurance company licensed to carry out general insurance in the province of BC. The policy shall be in the name of the bidder and have added as additional insured the Corporation of the City of Dawson Creek. The policy shall provide the City with 3 days notice of cancellation or material changes to the policy.

4 RFQ Concrete Repair Program Bid Form pg. 1 of 3 RFQ Concrete Repair Program COTRACTOR ACKOWLEDGEMET FORM (Required with Bid Submission) Company: Contact: Address: Postal Code: Phone: Fax: Cell umber: As an authorized representative of, by my signature below acknowledge: Company ame All employees, subcontractors and representatives of the company will operate in compliance with all applicable federal, provincial and municipal occupational health and safety regulations, laws and bylaws. My company and its employees are qualified to do this work. References will be provided upon request. The successful bidder must provide the required documents no later than one week after notification of the award of the contract. Failure to do so may result in the contract being awarded to a bidder who can meet the requirements. Except as expressly and specifically permitted in this RFQ, no proponent shall have any claim for any compensation of any kind whatsoever, as a result of participating in the RFQ, and by submitting a bid, each bidder shall be deemed to have agreed that is has no claim. have provided information regarding my company and staff that may lead to a real or perceived conflict of interest, including: o nformation regarding company representatives, managers and staff, (and members of their immediate families) who are a member of the Council of the City of Dawson Creek or in a senior management capacity with the City of Dawson Creek. mmediate family is defined as an individual s spouse and those dependent on the individual or the individual s spouse, whether related or not. o Any other information that should be provided to the Council that may influence the consideration of the proposal. o f no conflict exists, have so indicated in the space provided. Conflict of nterest nformation - Please mark below the appropriate response: Provided on a separate sheet: o conflict exists for my company: Company Representative (signature) X ame & Title: (please print)

5 RFQ Concrete Repair Program Bid Form pg. 2 of 3 CTY OF DAWSO CREEK CODE OF CODUCT COTRACTORS (Required with Bid Submission) The relationship between City employees and representatives of contractors providing service to the City is critical to achieving the goals and objectives of the Corporation of the City of Dawson Creek. n providing the highest level of service possible, it is essential that all representatives of the Contractor work together with City staff in a co-operative and congenial manner, always respecting established lines of authority. The efficiency of City operations and the image the Corporation presents to the public may be influenced by any breakdown in the relationship between the Contractor s representatives and City employees. Therefore, the Contractor s representatives are expected to convey a friendly, approachable, positive and helpful attitude to City employees and to be honest, trustworthy, reliable, dependable and punctual in all workplace activities. Contractors unable to demonstrate an ability to meet this standard may be disqualified from the bidding process. Successful bidders subsequently failing to meet this standard should expect termination of any contractual relationship with the City. APPROVED BY COUCL: DATE: August 23, 1999 REAFFRMED BY COUCL: DATE: April 3, 21 REAFFRMED BY COUCL: DATE: ovember 16, 29 REAFFRMED BY COUCL: DATE: March 3, 215 have read and agree to comply with the above Code of Conduct: Company Representative (signature) X ame: Title:

6 RFQ Concrete Repair Program Bid Form pg. 3 of 3 CTY OF DAWSO CREEK BD FORM Concrete Repair Program Company: Date: Address: Contact: Phone: Description Price per square metre to remove and replace sidewalk panels as per Specifications Section 1 & 2 of RFQ $ Price per linear metre to remove and replace curb and gutter as per Specifications Section 1 & 2 of RFQ : $ **Price ** Prices must include all applicable fees, levies and charges except GST *Company Representative (signature) X ame: Title: Addenda: hereby acknowledge receipt of Addenda os. (Bidder to insert Addenda os., if any, and nitial here)

7 RFQ Appendix A (Page 1 of 1) Hand-formed and Hand-placed Concrete Specifications All concrete mixes and materials shall meet the criteria listed below: Section Hand formed and hand placed concrete: Slump: 8 mm Air Entrainment: 5% to 8% Maximum aggregate size: Minimum cement content: Minimum 28 day compressive strength: 2 mm 35 kg/m3 32 MPa

8 RFQ Appendix A (Page 2 of 1) STADARD DETAL DRAWGS 9.m TYPCAL EXPASO JOTS 3.m TYPCAL COTROL JOTS 1.5m TYPCAL DUMMY JOTS E 1 ~ _ /COCRETE SDEWALK / MEDUM BROOM FSH _ /COCRETE FLL ----l f lr---t--/ COARSE BROOM FSH BARRER CURB ROAD STRUCTURE AS SPECFED O COTRACT DRAWGS PLA 1.5m SOLATO JOT AROUD STREET UGHT BASE WTH EXPASO JOT MATERAL EXPASO JOT MATERAL TYPCAL DMESO AD SURFACE TREATMET AS SHOW O COTRACT DRAWGS f. _i..qj 4ERFORA TED DRA AT ALL LOCATOS WHERE P.L. ELEVATOS 1 OR MORE ABOVE SDEWALK AD OTHER LOCATOS AS DRECTED BY COTRACT ADMSTRATOR. SEE DETAL GRAULAR BASE COMPACTED TO 95% MODFED PROCTOR DESTY SUBGRADE COMPACTED TO 95% MODFED PROCTOR DESTY -:--"TL-----,- -q GRAULAR SUBBASE COMPACTED TO 95%. :. :. ' ' :-.,.-,:: ~ MODFED PROCTOR DESTY ~-.... \. ~ MMUM r , 1 GRAULAR BASE r , g b6666.ol 1 COTUE ROAD SUBBASE AD BASE UDER CURB AD GUTTER ~6 6.-~~ 6 64 ~~...!~.!'! SECTO A- A OTE: 1. REFER TO DRAWG C4 OR C5 FOR CURB AD GUTTER DMESOS. DETAL 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. OT TO SCALE 8 COCRETE SDEWALK, FLL AD BARRER CURB DRAWG UMBER: C1 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

9 RFQ Appendix A (Page 3 of 1) STADARD DETAL DRAWGS ~c BARRER C URB_/ n u ROAD STRUCTURE AS SPECFED O COTRACT DRAWGS 9.m TYPCAL EXPASO JOTS 3.m TYPCAL COTROL JOTS / PLA ~ -- '\ v 11.5m TYPCAL DUMMY JOTS C'Z...:~ 1\ \. '\ EXPASO JOT MATERAL TYPCAL [ 1.5m DMESO AD SURFACE TREATMET AS SHOW O COTRACT ORA WGS - ~SOLATO JOT / AROUD TYPCAL COCRETE SDEWALK MEDUM BROOM FSH EXSTG POLE. FOR ALL OBSTRU CTOS WTH SDEWALK. rr: PERFORATED DRA AT ALL LOCATOS 1 : WHERE P.L. ELEVATOS 1 OR MORE ABOVE SDEWALK AD OTHER LOCATOS L..._) AS DRECTED BY COTRACT ADMSTRATOR. SEE DETAL GRAULAR BASE COMPACTED TO 95% MODFED PROCTOR DESTY SUBGRADE COMPACTED TO 95% MODFED PROCTOR DESTY - -q -,.L GRAULAR SUBBASE COMPACTED TO 95% ~-::: ~. :: ~ -'. 7.;~-~~ ' >' MODFED PROCTOR DESTY COTUE ROAD SUBBASE AD BASE UDER CURB AD GUTTER SECTO A- A " " b6666.ol b6666.ol l64'-'f>61 ~~... ~_!J ~ 11 ~ OTE: 1. REFER TO DRAWG C4 OR C5 FOR CURB AD GUTTER DMESOS. DETAL OT TO SCALE 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. 1 C'l COCRETE SDEWALK AD BARRER CURB DRAWG UMBER: C2 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

10 RFQ Appendix A (Page 4 of 1) STADARD DETAL DRAWGS ~c ROLLOVER CURB_/ n u ROAD STRUCTURE AS SPECFED O COTRACT DRAWGS 9.m TYPCAL EXPASO JOTS 3.m TYPCAL COTROL JOTS / PLA ~ -- \ " \. 1.5m TYPCAL DUMMY JOTS EXPASO JOT MATERAL TYPCAL "!~ ~:::!: Q 1.5m DMESO AD SURFACE TREATMET AS SHOW O COTRACT DRAWGS " re.,-- ~SOLATO JOT / AROUD TYPCAL COCRETE SDEWALK MEDUM BROOM FSH EXSTG POLE. FOR ALL OBSTRU CTOS WTH SDEWALK. rl PERFORATED DRA AT ALL LOCATOS WHERE P.L. ELEVATOS 1 OR MORE ABOVE SDEWALK AD OTHER LOCATOS AS DRECTED BY COTRACT ADMSTRATOR. SEE DETAL l....~._) GRAULAR BASE COMPACTED TO 95% MODFED PROCTOR DESTY SUBGRADE COMPACTED TO 95% MODFED PROCTOR DESTY ~ GRAULAR SUBBASE COMPACTED TO 95%...-~::.,...,::~.-=-:~~~.'.'T;.-:::;~-:-.,-:-.~,""':;,..,-t-,.,"" MODFED PROCTOR DESTY " !> b6666.ol 1 COTUE ROAD SUBBASE ~ J AD BASE UDER CURB AD GUTTER ~ 6 t-) 6 6 J --~-- SECTO A-A OTE: 1. REFER TO DRAWG C4 OR C5 FOR CURB AD GUTTER DMESOS. DETAL OT TO SCALE 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. g COCRETE SDEWALK AD ROLLOVER CURB DRAWG UMBER: C3 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

11 RFQ Appendix A (Page 5 of 1) STADARD DETAL DRAWGS 3 ') SECTO AT WHEELCHAR RAMP 1 Omm UP AT GUTTE HAD FORMED CURB TO DASHED LE TYPCAL 1 m :: ::::> u 1 45 ROLLOVER CURB WTH GUTTER OTE: 1. SECTOS SHOW ARE FOR MACHE EXTRUDED CURBS. 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. 3. REFER TO DRAWG C1, C2 AD C3 FOR STALLATO DETALS. 4. REFER TO DRAWG C5 FOR DMESOS OF WDE BASE CURB AD GUTTER. OT TO SCALE g COCRETE CURBS - ARROW BASE DRAWG UMBER: C4 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

12 RFQ Appendix A (Page 6 of 1) STADARD DETAL DRAWGS ~ m ::: ::::> u :. ~ : "!.... : :q... '. 55 SECTO AT WHEELCHAR RAMP 1mm UP AT GUTTER HAD FORMED CURB TO DASHED UE TYPCAL BARRER CURB WTH GUTTER OTE: 1. SECTO SHOW S FOR MACHE EXTRUDED CURBS. 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. 3. REFER TO DRAWG Cl, C2 AD C3 FOR STAU-ATO DETALS. 4. REFER TO DRAWG C4 FOR DMESOS OF ARROW BASE CURB AD GUTTER. OT TO SCALE 8 COCRETE BARRER CURB - WDE BASE DRAWG UMBER: C5 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

13 RFQ Appendix A (Page 7 of 1) STADARD DETAL DRAWGS STYLE 1 STYLE 2 TERM CURBS COTRACT ADMSTRATOR MAY SPECFY EXTRUDED ASPHALT COCRETE CURBS SEE COTRACT DRAWGS FOR MEDA REQUREMETS 13 APPROVED EPOXY BOD MAY BE USED AS ALTERATVE TO KEY 1 8 MEDA CURB OTE: 1. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. OT TO SCALE g COCRETE MEDA CURB AD TERM CURBS DRAWG UMBER: C6 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

14 RFQ Appendix A (Page 8 of 1) STADARD DETAL DRAWGS WDlH AD FLL TREATMET AS SPECFED O COTRACT DRAWGS. SOLATE CROSSG WllH 13mm EXPASO JOT MATERAL TOOLED 15 SPACG WllH MEDUM BROOM FSH BETWEE EDGES OF TOOLED UES PARALLEL TO SDEWALK SURFACE FSH AS SPECFED FOR COCRETE SDEWALK DMESO AD SURFACE TREATMET AS SHOW O COTRACT DRAWGS ROAD STRUCTURE AS SPECFED O COTRACT DRAWGS 1.1m 1.5m 12 CO~UE ROAD SUBBASE AD BASE UDER CURB AD GUTTER SUBGRADE, SUBBASE AD BASE COMPACTED TO 95% MODFED PROCTOR DESTY MMUM 1 GRAULAR BASE SECTO A-A OTE: 1. DRVEWAYS ORETATED AT 9' TO CURB, ULESS SPECFED OlHERWSE O COTRACT DRAWGS. 2. REFER TO COTRACT DRAWGS, SEC~O FOR DETALED SPECFCA~OS. OT TO SCALE 8 DRVEWAY CROSSG FOR BARRER CURBS DRAWG UMBER: C7 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

15 RFQ Appendix A (Page 9 of 1) STADARD DETAL DRAWGS 3-GROOVES TO DCATE ETRACE PORTO OF RAMP AT 15 SPACG ADJUST LEGTH TO SUT. ~ ~ ll ll ::: u 1.- CROSSWALK l.om CURB TRASTO EXPASO JOT--f--++t MATERAL TYPCAL SDEWALK, MEDUM BROOM FSH 2% RAMP, COARSE BROOM FSH PLA DMESO AD SURFACE TREATMET AS SHOW O COTRACT DRAWGS SECTO A- A 1 OTE: 1. REFER TO DRAWG C2 FOR BASE AD SUBBASE REQUREMETS. 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPECFCATOS. OT TO SCALE WHEELCHAR RAMP FOR SDEWALK, FLL AD BARRER CURB DRAWG UMBER: ca - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29

16 RFQ Appendix A (Page 1 of 1) STADARD DETAL DRAWGS 3-GROOVES TO DCATE ETRACE PORTO OF RAMP AT 15 SPACG ADJUST LEGlH TO SUT. ~... ~ (/) (/) :: u {).- CROSSWALK ~ {).- l.om CURB TRASTO SDEWALK, MEDUM BROOM FlSH EXPASO JOT --f MATERAL TYPCAL 2% PLA DMESO AD SURFACE TREATMET AS SHOW O COTRACT DRAWGS SECTO A- A OTE: 1. REFER TO DRAWG C2 FOR BASE AD SUBBASE REQUREMETS. 2. REFER TO COTRACT DRAWGS, SECTO FOR DETALED SPEOFlCATOS. OT TO SCALE :g WHEELCHAR RAMP FOR DRAWG UMBER: ~ SDEWALK AD BARRER CURBS C9 - Platinum Edition Volume Copyright Master Municipal Construction Documents Association (c) 29