146 Hartford Road Manchester, CT 06040 t 860.646.2469 800.286.2469 f 860.533.5143 www.fando.com California Connecticut Maine Massachusetts New Hampshire Rhode Island Vermont \\Private\Dfs\Projectdata\P2014\0303\A15\Deliverables\Bid & Construction Documents\Project Manual\Addendum 1\01_20180621_Addendum No. 1_Cover Letter.Docx June 22, 2018 ADDENDUM No. 1 RE: Beachland Avenue Flood Mitigation Project Beachland Avenue Milford, Connecticut TO ALL PROSPECTIVE BIDDERS: Enclosed is a copy of Addendum No. 1 for the referenced project. Please retain this with your Project Manual. Information provided herein shall be considered part of the Project Manual. This Addendum forms a part of the Project Manual and modifies the original Bidding Documents dated June 13, 2018. Acknowledge receipt of this Addendum in the space provided on page 2 of this Addendum and include Acknowledgement with Bid Form submission. Failure to do so may subject Bidder to disqualification. Bid Form – Schedule of Payment Items – Base Bid: • Clarified that new catch basin grates are to be galvanized • Deleted remove and dispose of wood fence • Added remove, protect and replace vinyl fence • Added bid item for raise new gas valve box to match new grade • Added a bid item to raise cleanout box to match new grade • As a result of lengthening the project limit northerly by approximately 65 feet, adjusted Bid Quantities associated with roadway reclamation and new construction. • Indicated that Roadway Asphalt and base are to be reclaimed to a total depth of 12 inches, that the Contractor shall regrade and compact reclaimed materials to form a base for geotextile and subbase materials, and remove and dispose of excess reclaimed materials off site. [Note: driveways are not to be reclaimed] Add/Deduct Unit Prices: • Added Add Unit Price item for a new catch basin with 4 foot sump in the event that existing basins are determined by the City of Milford to be in need of removal and replacement.
Transcript
146 Hartford Road Manchester, CT
06040 t 860.646.2469
800.286.2469 f 860.533.5143
www.fando.com
California
Connecticut
Maine
Massachusetts
New Hampshire
Rhode Island
Vermont
\\Private\Dfs\Projectdata\P2014\0303\A15\Deliverables\Bid & Construction Documents\Project Manual\Addendum 1\01_20180621_Addendum No. 1_Cover Letter.Docx
June 22, 2018 ADDENDUM No. 1 RE: Beachland Avenue Flood Mitigation Project Beachland Avenue Milford, Connecticut TO ALL PROSPECTIVE BIDDERS: Enclosed is a copy of Addendum No. 1 for the referenced project. Please retain this with your Project Manual. Information provided herein shall be considered part of the Project Manual. This Addendum forms a part of the Project Manual and modifies the original Bidding Documents dated June 13, 2018. Acknowledge receipt of this Addendum in the space provided on page 2 of this Addendum and include Acknowledgement with Bid Form submission. Failure to do so may subject Bidder to disqualification. Bid Form – Schedule of Payment Items – Base Bid:
• Clarified that new catch basin grates are to be galvanized • Deleted remove and dispose of wood fence • Added remove, protect and replace vinyl fence • Added bid item for raise new gas valve box to match new grade • Added a bid item to raise cleanout box to match new grade • As a result of lengthening the project limit northerly by approximately 65 feet, adjusted Bid
Quantities associated with roadway reclamation and new construction. • Indicated that Roadway Asphalt and base are to be reclaimed to a total depth of 12 inches,
that the Contractor shall regrade and compact reclaimed materials to form a base for geotextile and subbase materials, and remove and dispose of excess reclaimed materials off site. [Note: driveways are not to be reclaimed]
Add/Deduct Unit Prices:
• Added Add Unit Price item for a new catch basin with 4 foot sump in the event that existing basins are determined by the City of Milford to be in need of removal and replacement.
\\Private\Dfs\Projectdata\P2014\0303\A15\Deliverables\Bid & Construction Documents\Project Manual\Addendum 1\01_20180621_Addendum No. 1_Cover Letter.Docx
Plan Revisions: • Lengthened the project limit northerly by approximately 65 feet • Reflect changes in existing site conditions:
o Wood fencing has been replaced with vinyl fencing o House and improvements at #35 Beachland Avenue had been removed
• Clarifies that all lawns, driveways and walks within the project area are to drain to
Beachland Avenue on Sheets CN-001 and CS-103. Sincerely, Philip E. Forzley, P.E. Vice President Enclosures:
1. Technical specification for Asphalt Reclamation and Paving (02741) revised June 22, 2018. Replaces technical specification for Asphalt Paving (02741).
2. Bid Documents Bid Form revised June 22, 2018. Replaces Bid Form provided in advertisement for bids. Changes are generally indicated in bold italics for convenience, however Bidders are responsible for understanding and addressing all items in the revised Bid Form.
3. Drawings are revised June 22, 2018. Revisions are bubbled and labeled . However, Bidders are responsible for understanding and addressing all items in the Drawings.
PROPOSER'S FULL LEGAL NAME: PROPOSER'S CONTACT NAME: PROPOSER'S CONTACT PHONE: PROPOSER'S CONTACT E‐MAIL: Pursuant to and in full compliance with the ITB, the undersigned proposer, having visited the site or property if applicable, and having thoroughly examined each and every document comprising the ITB, including any addenda, hereby offers and agrees as follows: To provide the products and/or services specified herein, and upon the terms and conditions of the ITB for the following Schedule of Items. SCHEDULE OF PAYMENT ITEMS – BASE BID
6 Remove, Protect and Reset Stone Curb and Slate Stones, and Replace Landscaping In‐Kind
The lump sum price of:
_______________________dollars
and_____________cents [in words]
( $__________________ )
[in figures]
7 Closeout and Record Documents
The lump sum price of:
_______________________dollars
and_____________cents [in words]
( $__________________ )
[in figures]
8 Insurance and Bonds The lump sum price of:
________________________dollars
and_____________cents [in words]
$__________________ )
[in figures]
Unit price items shall include all materials, equipment, labor, testing, reporting, coordination, etc. as required to furnish and install each item in accordance with the Contract Drawings and Technical Specifications. Item No.
Add/ Deduct Unit Prices: The undersigned agrees that the following supplemental Unit Prices shall be the basis of compensation for the addition in the work. These Unit Prices shall include all overhead and profit. (Note: bidder shall fill in.)
Unit Prices Unit Add
1. Rock Excavation per cubic yard $_________ 2. Remove existing catch basin, provide new catch basin with 4‐foot sump per each $_________
SCHEDULE OF PAYMENT ITEMS – BID SUMMARY
Bid Name Total Price in Words Total Price in Figures
Total Base Bid Price
________________________________________dollars
and____________________cents [in words]
( $__________________ )
[in figures]
The Total Base Bid Price (sum of all lump sum and unit prices, excluding add/deduct items) equals: ______________________________________________________________________________dollars and________________________________cents [in words] ($_____________________________) [in figures]
BID FORM (Revised June 22, 2018) BF‐7
In the event of discrepancies between bid prices (in words) and (in figures) of individual items totals, the mathematically correct amount using sum bid prices (in words) shall govern in determining the TOTAL LUMP SUM BID PRICE. All work for this project shall be performed under the above Schedule of Value Items. These Bid Items shall become the basis of payment of work performed. The value of each Schedule of Value Item when added together shall equal the Total Base Bid amount. Should the Bidder have any questions regarding the specific elements of work to be included within each Item, said question shall be directed in writing sufficiently in advance of the bid date in order to allow for a proper response. The cost for other items of work included in the Contract Documents and/or on the Contract Documents and not listed in the Bid Items shall be included in the cost of the various Items bid. All items shall include all costs necessary to perform the work and the costs for all materials, equipment, tools, labor and work incidental thereto, including overhead and profit.
Variation in Estimated Quantity: If the quantity of a unit‐priced item in this Contract is an estimated quantity and the actual quantity of the unit‐priced item varies more than twenty (20) percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 120 percent or below 80 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the City within 10 days from the beginning of the delay, or within such further period as may be granted by the City. Upon the receipt of a written request for an extension, the City shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the City, is justified. Any adjustment to the Contract price or time due to a variation in estimated quantities in response to a request from the Contractor shall be the sole and exclusive remedy available to the Contractor due to such variation and payment to the Contractor for such variation shall constitute an accord and satisfaction regarding any claims related to the variation.
ACKNOWLEDGEMENT In submitting this Bid Form, the undersigned proposer acknowledges that the price(s) include all labor, materials, transportation, hauling, overhead, fees and insurances, bonds or letters of credit, profit, security, permits and licenses, and all other costs to cover the completed work called for in the ITB. Except as otherwise expressly stated in the ITB, no additional payment of any kind will be made for work accomplished under the price(s) as proposed.
CONTRACT SCHEDULE AND LIQUIDATED DAMAGES All work under this contract will be completed within 90 calendar days after Notice to Proceed. If project completion is delayed, liquidated damages will be assessed at the rate of 500 dollars ($500) per calendar day thereafter.
BID FORM (Revised June 22, 2018) BF‐8
REQUIRED DISCLOSURES 1. Exceptions to the ITB
______ This bid does not take exception to any requirement of the ITB, including but not only any of the Contract Terms set forth in Section 26 of the Standard Instructions to Proposers.
OR
______ This bid takes exception(s) to certain of the ITB requirements, including but not only the following Contract Terms set forth in Section 26 of the Standard Instructions to Proposers. Attached is a sheet fully describing each such exception.
2. State Debarment List Is the proposer on the State of Connecticut's Debarment List?
______ Yes ______ No
3. Occupational Safety and Health Law Violations
Has the proposer or any firm, corporation, partnership or association in which it has an interest (1) been cited for three (3) or more willful or serious violations of any occupational safety and health act or of any standard, order or regulation promulgated pursuant to such act, during the three‐year period preceding the bid (provided such violations were cited in accordance with the provisions of any state occupational safety and health act or the Occupational Safety and Health Act of 1970, and not abated within the time fixed by the citation and such citation has not been set aside following appeal to the appropriate agency or court having jurisdiction) or (2) received one or more criminal convictions related to the injury or death of any employee in the three‐year period preceding the bid? ______ Yes ______ No If "yes," attach a sheet fully describing each such matter.
4. Arbitration/Litigation
Has either the proposer or any of its principals (regardless of place of employment) been involved for the most recent ten (10) years in any resolved or pending arbitration or litigation? ______ Yes ______ No If "yes," attach a sheet fully describing each such matter.
BID FORM (Revised June 22, 2018) BF‐9
5. Criminal Proceedings
Has the proposer or any of its principals (regardless of place of employment) ever been the subject of any criminal proceedings? ______ Yes ______ No If "yes," attach a sheet fully describing each such matter.
6. Ethics and Offenses in Public Projects or Contracts
Has either the proposer or any of its principals (regardless of place of employment) ever been found to have violated any state or local ethics law, regulation, ordinance, code, policy or standard, or to have committed any other offense arising out of the submission of bids or bids or the performance of work on public works projects or contracts? ______ Yes ______ No If "yes," attach a sheet fully describing each such matter.
BID SECURITY I/we have included herein the required bid (bid) bond in the amount of 5% of the bid amount. NOTE: THIS DOCUMENT, IN ORDER TO BE CONSIDERED A VALID BID, MUST BE SIGNED BY A PRINCIPAL OFFICER OR OWNER OF THE BUSINESS ENTITY THAT IS SUBMITTING THE BID. SUCH SIGNATURE CONSTITUTES THE PROPOSER'S REPRESENTATIONS THAT IT HAS READ, UNDERSTOOD AND FULLY ACCEPTED EACH AND EVERY PROVISION OF EACH DOCUMENT COMPROMISING THE ITB, UNLESS AN EXCEPTION IS DESCRIBED ABOVE. BY ___________________________ TITLE:_____________________________ (PRINT NAME) ______________________________ DATE:_____________________________ (SIGNATURE)
END OF BID FORM
BID FORM (Revised June 22, 2018) BF‐10
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FUSS & O’NEILL, INC. BEACHLAND AVENUE FLOOD
PROJECT NO. 20140303.A15 MITIGATION PROJECT
ASPHALT RECLAMATION AND PAVING (Revised June 22, 2018) 02741 - 1
SECTION 02741 – ASPHALT RECLAMATION AND PAVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes the following for asphaltic roadways and driveways:
1. Reclamation of existing pavement and base to 12” depth
2. Hot-mix asphalt paving.
3. Bituminous concrete curbing.
B. Related Sections:
1. Division 2 Section "Earthwork".
1.3 DEFINITION
A. Hot-Mix Asphalt Paving Terminology: Refer to ASTM D 8 for definitions of terms.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated including all pavement mixes. Include technical data and tested physical and performance properties.
1.5 PROJECT CONDITIONS
A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met:
1. Tack Coat: Minimum surface temperature of 50 deg F.
2. Asphalt Base Course: Minimum surface temperature of 40 deg F and rising at time of placement.
3. Asphalt Surface Course: Minimum surface temperature of 50 deg F at time of placement.
FUSS & O’NEILL, INC. BEACHLAND AVENUE FLOOD
PROJECT NO. 20140303.A15 MITIGATION PROJECT
ASPHALT RECLAMATION AND PAVING (Revised June 22, 2018) 02741 - 2
PART 2 - PRODUCTS
2.1 Products shall be in conformance with Form 816.
2.2 MIXES
A. Mixes shall be in conformance with the plans and Form 816.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that subgrade is dry and in suitable condition to begin paving.
B. Proof-roll subgrade below pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades.
1. Completely proof-roll subgrade in one direction. Limit vehicle speed to 3 mph.
2. Proof roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons.
3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Engineer, and replace with compacted backfill or fill as directed.
C. Proceed with paving only after unsatisfactory conditions have been corrected.
D. Verify that utility adjustments requiring installation below the asphalt surface have been made prior to paving.
3.2 RECLAMATION
A. Cold reclaim asphalt pavement in conformance with the plans and Form 816 to a depth of 12 inches below the finished pavement. The Contractor shall grade and compact the reclaimed material as necessary to obtain the required base for geotextile and 12-inches of imported processed gravel and subbase, as specified in these Specifications. Any surplus or unutilized reclaimed or partially reclaimed material shall be removed and disposed of off-site by the Contractor.
3.3 SUBBASE PREPARATION
A. The Contractor will excavate and dispose off-site the current existing pavement and base materials to a depth of 16 inches below the proposed finished pavement grade.
B. The Contractor shall establish a firm subgrade as discussed in Division 2 Section “Earthwork.” Prior to placing separation geotextile.
FUSS & O’NEILL, INC. BEACHLAND AVENUE FLOOD
PROJECT NO. 20140303.A15 MITIGATION PROJECT
ASPHALT RECLAMATION AND PAVING (Revised June 22, 2018) 02741 - 3
3.4 BITUMINOUS CONCRETE CURBING
A. Construct bituminous concrete curbs over compacted pavement surfaces as shown on Drawings. Apply a light tack coat unless pavement surface is stilly tacky and free from dust. Spread mix at a minimum temperature of 250 deg F.
B. Place bituminous concrete curb cross section indicated by the Drawings by machine or by hand in wood or metal forms. Tamp hand placed materials and screen to smooth finish. Remove forms after bituminous concrete has cooled.
C. Protect curbing for a minimum of 24 hours and until mixture has cooled so as not to become marked.
D. Installation shall be in conformance with Form 816 Section 8.15.
3.5 FIELD QUALITY CONTROL
A. Testing Agency: Contractor shall employ a qualified testing agency to perform tests and inspections.
B. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined according to ASTM D 3549.
C. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for compliance with smoothness tolerances.
D. In-Place Density: In conformance with Form 816.
3.6 DISPOSAL
A. Remove excavated materials from Project site and legally dispose of them off-site in an EPA-approved landfill.
END OF SECTION
FUSS & O’NEILL, INC. BEACHLAND AVENUE FLOOD
PROJECT NO. 20140303.A15 MITIGATION PROJECT
ASPHALT RECLAMATION AND PAVING (Revised June 22, 2018) 02741 - 4
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