Amended RFQ 002 19PK4024Q5034 PR12551130 - Installation of FEBR Window.pdf
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- Solicitation number
- 19PK4024Q5034-002
- Issued by
-
Department of State
About this file
This document is an amendment to Solicitation 19PK4024Q5034 for the design and installation of Forced Entry and Ballistic Resistant (FEBR) windows at the U.S. Consulate in Karachi, Pakistan. The key changes in this amendment include:
- Extending the proposal submission deadline from July 29, 2024 to September 20, 2024.
- Amending the pricing table to exclude a line item.
- Revising the requirements for the offeror's prior design-build project experience.
- Modifying the project completion and period of performance requirements under FAR clause 52.211-10.
The overall project requires the contractor to provide all architectural, engineering, construction, and related services to install 3 new FEBR windows with teller trays in the consular pass-back booth at the U.S. Consulate in Karachi. The period of performance is 180 working days/6 months from the notice to proceed. This is a firm-fixed price contract with a liquidated damages clause.
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Amendment # 002
Solicitation No: RFQ 19PK4024Q5034 PR12551130 - Installation of FEBR Window Project
SENSITIVE BUT UNCLASSIFIED
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
PAGE OF
PAGES
1-2
2. AMENDMENT/MODIFICATION
NO.
3. EFFECTIVE DATE
Sept 16, 2024
4. REQUISITION/PURCHASE REQ.
NO.
PR12551130
5. PROJECT NO. (If applicable)
19PK4024Q5034
6. ISSUED BY
CODE
7. ADMINISTERED BY (If other than Item 6)
CODE
Contracting Officer
Department of State
U.S. Consulate General
Karachi.
8. NAME AND ADDRESS OF CONTRACTOR (NO., street,city,county,State,and ZIP
Code)
9a. AMENDMENT OF SOLICITATION
19PK4024Q5034
9b. DATED (SEE ITEM 11)
June 12, 2024
10a. MODIFICATION OF
CONTRACT/ORDER NO.
10b. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
[ ] The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
[X] is extended, [ ] is not extended
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing Items 8 and 15, and returning _01__ copies of the amendment;(b) By acknowledging receipt of this amendment on each copy of the offer submitted; or(c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers.
FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF
OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN
THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b)
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
X
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor [X ] is not, [ ] is required to sign this document and return __01_ copies to the issuing office.
SENSITIVE BUT UNCLASSIFIED
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
The purpose of this amendment is as follow, 1- To amend contractor proposal submission date from July 29 2024 to Sep 20 2024, 1500hrs.
2- To amend the Pricing Table Line item (01) – excluded from the SoW
3- To amend the RFQ Section J, Sub section A (11) - Design Bulit Project Work Experience
4- To amend the RFQ Section E, Sub section 52.211-10 (C & D) – Project Completion and Period of performance
Except as provided herein, all terms and conditions of the document referenced in SOW, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
16A. NAME OF CONTRACTING OFFICER
Traweek Julie G
15B. NAME OF CONTRACTOR/OFFEROR
BY
(Signature of person authorized to sign)
15C.DATE
SIGNED
16B. UNITED STATES OF AMERICA
BY
(Signature of Contracting Officer)
16C.DATE
SIGNED
16/9/2024
NSN 7540-01-152-8070 Standard Form 30 (revised 10/83)
Previous edition unusable Prescribed by GSA FAR (48 CFR) 53.243
SENSITIVE BUT UNCLASSIFIED
19PK4024Q5034 PR12551130 - Installation of Forced Entry and Ballistic Resistant (FEBR) Windows at U.S. Consulate, Karachi
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
19PK4024Q5034
2. TYPE OF SOLICITATION
SEALED BID (IFB)
[x] NEGOTIATED (RFP)
3. DATE
ISSUED
June 12, 2024
PAGE OF
PAGES
1/49
IMPORTANT - The “offer” section on the reverse must be fully completed by offeror.
4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST
NO. PR12551130
6. PROJECT NO. Installation of Forced Entry and Ballistic Resistant (FE/BR) Teller Windows at US Consulate, Karachi
7. ISSUED BY CODE 8. ADDRESS OFFER TO
Contracting Officer, GSO-Procurement & Contracting Office American Embassy, Karachi Plot 3-5, New TPX Area. MT Khan Road.
Mai Kolachi, Karachi, Pakistan.
19PK4024Q5034
Contracting Officer, GSO-Procurement & Contracting Office Plot 3-5, New TPX Area. MT Khan Road.
Mai Kolachi, Karachi, Pakistan
9. FOR INFORMATION
CALL:
A. NAME
Erwin, Penelope J.
B. TELEPHONE NO. (Include area code) (NO COLLECT
CALLS)
+92-213-5275000
SOLICITATION
NOTE: In sealed bid solicitations “offer” and “offeror” mean “bid” and “bidder.”
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):
TABLE OF CONTENTS
A. Price B. Scope of Work C. Packaging and Marking D. Inspection and Acceptance E. Deliveries/Performance F. Administrative Data G. Special Requirements H. Clauses I. List of Attachments J. Quotation Information K. Evaluation Criteria L. Representations, Certifications, and other Statements of Offerors or Quoters
11. The Contractor shall begin performance within _20_ calendar days and complete it within 06 Months after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See _______________.)
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT
BONDS?
(If “YES,” indicate within how many calendar days after award in Item 12B.)
YES NO
12B. CALENDAR DAYS
05 Days After award
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and 02 copies to perform the work required are due at the place specified in Item 8 by 1500 (hour) local time on July 08, 2024. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee is, is not required.
C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Computer Generated Prescribed by GSA
FAR (48 CFR) 53.236-1(e)
19PK4024Q5034 PR12551130 - Installation of Forced Entry and Ballistic Resistant (FEBR) Windows at U.S. Consulate, Karachi
OFFER (Must be fully completed by offeror)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than Item 14)
CODE FACILITY CODE
17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within _____ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
20B. SIGNATURE 20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS
SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION
PURSUANT TO
10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( )
26. ADMINISTERED BY CODE GSO 27. PAYMENT WILL BE MADE BY
Contracting Officer, Plot 3-5, New TPX Area. MT Khan Road. Mai Kolachi, Pakistan Karachi
Financial Management Officer (FMO) Plot 3-5, New TPX Area. MT Khan Road.
Mai Kolachi, Karachi, Pakistan.
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.)
Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses,
29. AWARD (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON
AUTHORIZED TO SIGN (Type or print)
31A. NAME OF CONTRACTING OFFICER (Type or print)
30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA 31C. AWARD
DATE
19PK4024Q5034 PR12551130 - Installation of Forced Entry and Ballistic Resistant (FEBR) Windows at U.S. Consulate, Karachi
TABLE OF CONTENTS
SF-18 OR SF-1442 COVER SHEET
A. PRICING
B. STATEMENT OF WORK
C. PACKAGING AND MARKING
D. INSPECTION AND ACCEPTANCE
E. DELIVERIES AND PERFORMANCE
F. CONTRACT ADMINISTRATION DATA
G. SPECIAL TERMS AND CONDITIONS
H. CLAUSES
I. LIST OF ATTACHMENTS
Attachment 1: Sample Letter of Bank Guaranty Attachment 2: Breakdown of Price by Divisions of Specifications
J. INSTRUCTIONS ON HOW TO SUBMIT A QUOTATION
K. EVALUATION CRITERIA
L. REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS
19PK4024Q5034 PR12551130 - Installation of Forced Entry and Ballistic Resistant (FEBR) Windows at U.S. Consulate, Karachi
SECTION A - PRICING
A.1 CONTRACT PRICE
U.S. Consul General Karachi requires local contractor to provide all A&E Services, materials, specialized labor, tools, vehicle & equipment’s to Provide Design and Build services for Installation of Forced Entry and Ballistic Resistant (FE/BR) Teller Windows. This price shall include all labor, materials, all insurances, overhead and profit required under this purchase order for the following firm fixed price and within the time specified.
Total Price (including all labor, materials, overhead and profit) PKR
A.2 VALUE ADDED TAX (VAT). The Government will not reimburse the Contractor for VAT under this contract. The Contractor shall not include a line for VAT on invoices as the U.S. Consulate General, Karachi will obtain tax exemption certificate from the host government.
A.2 TYPE OF CONTRACT
This is a firm, fixed- price contract payable entirely in the currency indicated in the SF-1442. No additional sums will be payable for any escalation in the cost of materials, equipment or labor, or because of the Contractor's failure to properly estimate or accurately predict the cost or difficulty of achieving the results required. The Government will not adjust the contract price due to fluctuations in currency exchange rates. The Government will only make changes in the contract price or time to complete due to changes made by the Government in the work to be performed, or by delays caused by the Government.
The Government will make payments based on quantities and unit prices only to the extent specifically provided in the contract.
SERVICES
The Contractor shall provide all materials, equipment, labor, engineering, and construction services required for the installation of FE/BR/Blast Teller windows at the US Consulate General Karachi. The contractor is to perform the services in accordance with the terms and conditions of this solicitation, and in strict conformance with the contract clauses and any special conditions contained herein.
TYPE OF CONTRACT
This is a firm fixed-price contract payable entirely in the currency indicated by the Contractor. No additional sums shall be payable due to any escalation in the cost of materials, equipment, or labor, or because of the Contractor's failure to properly estimate or accurately predict the cost or difficulty of achieving the results required by this contract. Nor will the contract price be adjusted on account of fluctuations in currency exchange rates. Changes in the contract price or time to complete will be made only due to changes made by the Government in the work to be performed, or by delays caused by the Government, as determined and approved by the Contracting Officer.
CONTRACT PRICE
The Contractor shall complete all work, including furnishing all labor, material, equipment and services, unless otherwise specified herein, required under this contract for the firm fixed price(s) indicated below and within the time specified herein. The price(s) stated shall include any and all costs of labor, materials, equipment, services, insurance bonds or irrevocable letters of guarantee (if required), overhead, other indirect costs, and profit. Any costs not priced will be considered to be included in the overhead and other indirect costs.
19PK4024Q5034 PR12551130 - Installation of Forced Entry and Ballistic Resistant (FEBR) Windows at U.S. Consulate, Karachi
The offeror shall insert the prices, and the currency in which the offer is made, below:
CONSTRUCTION REQUIREMENTS
Prices stated shall include any and all costs for labor, materials, equipment, supply’s, demolition, installation, and required services, insurance, bonds or irrevocable letters of guaranty (if required), overhead, other indirect costs, and profit.
COST OF MATERIALS / EQUIPMENT
The cost of any materials or equipment required in conjunction with the services rendered herein shall be included in the proposed firm fixed price.
SECTION B – STATEMENT OF WORK
US Consulate Karachi, Pakistan
DESIGN AND BUILD
STATEMENT of WORK
For
Installation of Forced Entry and Ballistic Resistant (FEBR) Windows
INTRODUCTION:
The project is described as “Installation of Teller Windows at CCAC”. The contractor shall furnish labor, tools, materials, transportation etc. for the design and build contract of installation of three new FEBR windows at CCAC. All work will be performed within in firm fixed-price contract.
BACKGROUND:
The CCAC pass back booth currently have three windows with only one having teller tray.
Consular requested to install all three windows built with teller trays.
PROJECT DESCRIPTION AND SPECIFICS:
The US Consulate, Karachi seeks to acquire design and build services for the Installation of Teller Windows at Consular CAC pass back booth (C103-02). There are 03 Nos. FEBR windows in the consular pass back booth and only 01 window has the deal tray. The expected number of visa applicants have increased over the period of few months and there is a new requirement to provide deal tray to all three windows. The works shall include removal of existing FEBR windows, demolition of existing concrete wall below the existing FEBR windows to make way for installation of new FEBR windows with deal trays. All the 03 windows are embedded in one sub-frame. The whole sub-frame does not need to be taken out. Only a portion of the sub-frame below the bottom of windowsill must be removed. Once the portion of sub-frame is removed, install a new half sub-frame that will slide into the existing jambs and header. The jointing of old and new sub-frame will be through 15-minute FEBR welding. Later, install 03 new teller windows and center posts. The construction debris can be removed using the CAC entrance to motor pool parking towards SCAC. During the course of execution, one side of CAC will remain operational for routine customers however, additional security escorts will be required for surveillance.
Work Execution / Scope of Deliverables:
Project Site Visit
After the issuance of Notice to Proceed, the contractor shall visit the project site to verify project requirements and existing condition of the site. The contractor shall verify/measure all dimensions and layout of the property including structure(s), site, and utilities for the development of existing A&E details outlined below. The details shall be coordinated with the COR before proceeding with the works.
Architectural & Engineering Services
Architectural Scope:
This project involves dismantling of existing FEBR windows, demolition of the existing concrete wall below them and installation of new FEBR windows with deal trays as shown in the schematic drawings attached with this SOW. The contractor shall provide the 2D design drawings for all architectural/civil works, demolition plan, construction plan and submittals with samples/data sheets of all materials for approval.
Once the windows are removed, existing concrete wall below the windows will be demolished to the required height (as per approved construction plan) for new FEBR windows (with deal trays).
The gypsum drywall, countertops (with steel tube framing), fire rated insulation and metal stud framing around the FEBR window shall also be removed. Roof ceiling and adjacent dry walls shall be protected by Polyurethane sheeting (as per approved design BoQ) during demolition.
Once the new FEBR windows are installed, new metal stud framing, insulation and gypsum drywalls shall be installed as per approved design and specifications. New Stone/Corian countertops (As per approved Design BoQ) shall be installed on new steel tubing. Height of all deal tray counter shall be ADA compliant (I.e “An accessible table has a surface height of no more than 34 inches and no less than 28 inches above the floor “). The contractor shall provide detailed architectural working drawings for review and design acceptance including but not limited to plans, materials plan and finish schedule, sections, blow-up details of counter tops, deal trays, drywall returns and FEBR window assembly.
Vertical Acoustic panels (As per approved Design BoQ) are to be installed on applicant and Visa officer side of the FEBR windows for sound dissipation. All new drywall gypsum wall surfaces shall be painted (Approx 800 Sqft Area) with approved color scheme to match finish schedule of the finishes on adjacent walls as per approved design/technical specifications and approved submittals.
Conduits (EMT Conduits – Provided by Facilities team inhouse) for phone connectivity will need to be placed in the concrete wall below the FEBR windows.
All penetrations will need to be caulking and fire stop system to meet FEBR requirements.
There is an additional requirement to provide microphone connectivity from the exterior of the CAC building to the pass back visa officer’s room. A penetration will be made through the concrete FEBR wall to provide a conduit through which a speaker and microphone may be connected. FEBR and fire rated caulking will be provided on both sides of this penetration.
The 2D architectural shop drawings will include finishes and acoustical panel details will be prepared by the contractor and submitted for approval.
Structural Engineering Scope:
Assessment of the adequacy of the remaining existing construction of wall (structural analysis) for the revised wall configuration with a new FEBR window. The contractor shall submit a detailed design document (100% submittal), relevant revised structural drawings design calculations comprising of analysis model and/ or outputs verifying the adequacy of the as-built construction. (Structural analysis of this concrete wall in existing vs after modification conditions.)
Review the as-built construction drawings and verify the as-built construction during the demolition of the existing FEBR windows and saw-cutting concrete to enlarge the existing opening. Notify the COR of any discrepancies.
Before commencing any work, the contractor shall provide a demolition plan (jackhammering is not allowed). (contractor will share details of their tools and equipment for prior construction acceptance)
The contractor shall submit structural calculations demonstrating the equivalence of the new post-installed anchors to Nelson welded studs shown in FEBR window shop drawings.
(Post has already placed an order for the FE/BR Windows and FEBR windows and anchoring details will come along with the offshore consignment which will be shared with the contractor respectively.
The contractor shall provide a complete design drawing illustrating connection detail between the existing FEBR window frame (1/2-inch-thick steel plate) to remain and the new FEBR window frame (1/2-inch-thick steel plate - See FEBR window shop drawing).
Provide the exact dimension of the concrete removal required for the enlarged window. Do not overcut the existing concrete wall below the windowsill. (Existing frame will remain from three sides while new windows will be installed from the bottom – Critical/Precise Cutting task shall be supervised by FAC in consultation with OBO SME) Anchor detail at windowsill shall be updated to incorporate post-installed anchors in lieu of cast-in-place anchors.
Interior Design Scope:
The contractor shall Provide 2D design and propose sitting layout incorporating acoustic panels on both sides of FEBR windows.
Construction services
Civil Engineering Scope:
Initially the contractor shall remove the FEBR window as per the standard procedure (i.e Approved Construction Plan) . The contractor to provide demolition (saw-cut and removal of openings) plan before start of the work. Jack hammering is not allowed.
The contractor shall Professionally mark the layout to do the rough opening under the windowsill. Before starting any cutting operation, place protections (plywood sheets) to protect the finished floor from damage from debris. The thickness of concrete wall is 200mm with single layer of reinforcement (main and distribution) as mentioned in the structural drawings. Mark the cutlines to make 03 Nos. panels as shown on the proposed drawing. At each panel, install wall anchor followed by mounting of Standard core machine stand in compliance with safety regulations.
Fix the core bit to the machine perpendicular, adjust, and center the core bit to the marked position. The contractor shall clean up the area and move to the next location. Similar procedure shall be carried out for vertical cutting. While core cutting, 12mm x 150mm Nelson Studs shall also be encountered at the windowsill which has also to be taken out.
The contractor must remove and dispose all type of debris regularly to avoid buildup at the Consulate Compound (Collection/Disposal bins and equipment to be furnished by the contractor) . Furthermore, the contractor shall furnish details protecting concrete surface after saw-cut.
Once the rough openings are made, take out a portion sub-frame out of the enlarged opening. Install in the new half sub-frame that shall be slide into the jamb and header as well. The new sub-frame shall be 15-minute FE/BR welded by a certified welder (OBO SME Approved contractor profile).
Anchor the sub-frame (at windowsill right and left corners) with either drop-in type expansion anchors 12 mm diameter by 90 mm long or with Hilti HY150 injection or equivalent anchoring system using 12 mm diameter by 200 mm long Hilti HIT threaded rods spaced at 300 mm on center. Drill and inject Hilti HY150 into the holes to the additional new rebars (20mm) at least 150mm inside the existing wall.
Fix the rebars at the spacing as specified in the as-built structure drawings. Place the formwork under windowsill and pour the concrete (fc’= 30MPa) in the enlarged rough opening (Material as per approved design BoQ). Remove the formwork after 24 hours and apply curing compound on the new concrete. Standard Hand mix Mixture shall be sufficient (*material certifications to be provided)
Also, there is a requirement of installation of microphone on the attack side of the CCAC for communication with visitors to inquire about their appointment or intent to visit the Consulate. The description is given in architectural scope of works.
Additional Notes:
Vertical Acoustic Panels: to be provide by Contractor. This will serve as privacy window section. 4 x panels with Desired height max 6ft above corain/stone countertop shelve is sufficient however offeror may propose other designs & Privacy window options within their Proposal.
Corian Stone with skirting: Design and specs to be shared within Proposal/bid submission. Ideally should match with the existing theme and color of the interior or as per existing stone & Skirting
Gypsum/Dry Wall: Max 800 sqft re-doing job. Color code as per existing match.
Window Blinds: 3x Window blinds to be installed inside pass back booth room additional to the above interior design scope of work. Blinds should be as per existing roll up & down style (Premium make)
Electrical Scope:
Before start of work, remove all the electrical receptacles or conduit or light fixture or any other utility available around and underneath the FEBR window.
Once the civil works are completed, install the new receptacles as per the layout complete in all respects.
There is an additional requirement of microphone that also needs to be incorporated while the conduits are placed. The description is given in architectural scope of works.
3x Sets (Total 6) Electrical boxes to be placed as per existing layout along with required electrical cable and conduits. (Surface: Concrete wall behind dry wall)
Telecommunications Scope:
The new teller windows may additionally require ethernet and intercom connections as per the new sitting plan. Following should be considered:
1. Please ensure that all new cabling is rated for the environment it is installed. For example, plenum cable in a plenum ceiling.
2. Please ensure that cabling is supported per code.
3. Please ensure that Low Voltage Systems equipment cabinets, panels and frames are properly grounded.
4. Please ensure that all cabinets and wall mountings are braced/reinforced for the seismic rating of the area.
5. Please ensure that all abandoned cabling is removed from the ceiling and walls.
6. Please ensure that all new penetrations are fire stopped to restore the barrier/partition to its fire rating.
7. Please take precaution working around active Telecom and other cabling during demolition and new installation.
8. If additional equipment will be added to the Telecom and other Equipment rooms, please make sure the electrical panel and electrical outlets are sized for the additional Power loads.
(as per maximum classified load within the approved design record)
Physical Engineering Scope:
The contractor’s staff performing the installation must have hands on demonstration/ experience of installation and handling FE/BR windows. Place the shims at every anchor location as specified in the technical submittal. AWS (American Welding Society standards) and recommendations shall be complied and applicable for the selection of welding rods and related materials, and for selection of welding methods which will yield full-strength joining of metal members to form unit frames, with ground-smooth mitered joints except as otherwise indicated. For installation of window please refer to the guidelines mentioned in technical specifications section 08667 (Interior Security and Teller Windows).
Fire Protection Scope:
There will be no disengagement required for fire sprinklers. However, while doing the core cutting under the windowsill, the smoke detectors shall be covered with the end caps to avoid firm alarm activation. At the end of each day, the end caps shall be removed from the smoke detectors. Proper ventilation shall also be ensured while core cutting is in progress (Industrial grade vacuum machine with extendable outflow hose pipe)
1.The contractor shall fire stop all penetrations (new or existing) which their cable, conduits, pathways or systems pass through.
2. The contractor shall fire stop and restore all penetrations to rating of the wall, floor slab, etc.
3. The contractor shall utilize fire stopping materials from Hilti or equivalent manufacturer.
4.The contractor shall identify the manufacturer's fire stopping system numbers they intend to utilize.
5. The contractor shall be trained by the manufacturer of the fire stop system they intend to use.
6. The contractor shall submit the manufacturer certificates of completion of the technicians they intend to utilize for the fire stop installation. Should personnel change, contractor shall submit a certificate for replacement personnel prior to commencing work.
Safety Health and Environmental Management Scope:
The contractor shall be responsible for conducting the work in a manner that ensures the safety of employees and visitors at the US Consulate, Karachi and the contractor’s employees. The contractor shall comply with the US Army of Corps of Engineers EM-385 Safety and Health Requirements (Chapter 21- Fall Protection), Chapter 22- Work Platforms and Scaffolding) and the Occupational Safety and Health Administration (OSHA Scaffold General Requirements 29 CFR 1926.451 and Aerial Lifts 29 CFR 1926) for working at elevations. It is the responsibility of the contractor to do the risk assessment, managing health and safety issues associated with this project. Based on hazard assessments, contractor shall provide personal protective equipment (PPE) to each employee. At a minimum PPE shall consist of coveralls, eye protection, gloves, body harness, safety ropes, hard hats, and safety shoes. Sandals or athletic shoes are not permitted. The contractor shall prepare and implement Activity Hazard Analysis (AHA), Hot Work Permit (if any) prior to the start of the work. The contractor must have a competent person on site for inspection of equipment, training works in the safe use of equipment and the recognition of hazards related to their use, supervision, identifying and correcting unsafe work practices for high hazard work. The contractor shall provide in the work all the necessary signs and announcements to prevent accidents according to the safety plan (that includes signals for restricted areas, electric risk, flammable materials, construction zone, danger for general risk). Signs shall be made of acrylic or galvanized sheets painted with a yellow background and with red or black letters. Also, the means of egress must be clear at all the times.
1. Pricing Table:
S. No Description of Services Quantity Unit Price PKR per UoM
Total Price PKR
PRE-CONSTRUCTION PORTION – 90 days
1 3D Architectural Renderings for required A&E Services
*Optional Services
01 Job
2 Architectural design development
*Including But not limited to 2D design for all architectural/civil works demolition plan, construction plan and submittals with samples/data sheets
01 Job
3 Structural Engineering/Construction Planning and Documentation
*As - Built Vs As – Constructed Detailed Analysis
01 Job
*Site survey findings report, completed and final product cut data sheets and all pertinent permits, licenses required for construction within 90 calendar days upon Survey Notice to Proceed (SNTP)
CONSTRUCTION PORTION – 90 days
4 Construction services for New FE/BR Teller window Installation
*As per approved A&E Design
01 Job
5 Electrical layout Services
*As per approved A&E Design
01 Job
SamadSA Cross-Out Excluded from SoW
NOTE:
Above Services must be performed in accordance with Statement Of Work) and inclusive of all deliverables along with maintaining SITE waste/debris collection and disposal as stated through SOW Para (4) – “Work Execution”
SUBMITTAL REQUIREMENTS
Furnish design documents, design calculations, drawings/specifications in each submittal. The documents shall be in English, and metric units.
The contractor/A&E firm shall provide all MEP and construction working drawings that include but limited to
Submittals & Deliverables: 100 % Submission
All architectural working drawings.
6 Physical Engineering/Welding Services
*In compliance of AWS standards
01 Job
7 Telecommunication layout Services
*As per approved A&E Design
01 Job
8 Fire Caulking and protection services.
(Optional services depending upon actual site requirement)
* Hilti or equivalent certified manufacturer product and technician services
01 Job
*Firm Fixed price contract for stated construction services in accordance with the Project Scope referenced thru Section B, and all other documents incorporated into this contract including all Supplies, Construction services, all labor, materials, equipment, services, overhead, other indirect costs, costs for insurance, bonds, and profit. Within 90 calendar days from Construction Notice to Proceed (CNTP).
GRAND TOTAL FIRMED FIXED PRICE PKR
Sections.
Elevations.
Plans.
Finish material marked on plans and material schedule.
Structural drawings and structural calculations stamped by PEC certified engineer. Provide design of structural reinforcing and connection details
Enlarged blow up architectural details of FEBR WINDOW connection to Frame tubing.
Countertop structure details. Acoustic panel installation details, Microphone access and firestopping details for exterior penetration.
Electrical drawings.
Mechanical drawings.
Welding drawings and blow-up details of connections and assemblies.
Identify the area requiring structural reinforcing.
Provide demolition plan.
Provide design of structural reinforcing and connection details.
Provide design narratives, structural drawings, and structural calculations.
Provide design narratives, drawings, and structural calculations.
All structural drawings and calculations shall be signed by a professional PEC certified engineer.
Provide samples of all products including but not limited to drywall gypsum steels studs and gypsum, fireproof 16mm gypsum, insulation/mineral wool, fabric, finish materials and panels for sound insulation, countertops, structure steel sections, primers, anticorrosive treatment, lights, embedded expansion anchors, all hardware, UL rated firestopping submittal and samples of material and firestopping hardware. including product data sheets for each item.
RFQ Submittals
Provide Bill of Quantities, Bill of Materials and Engineering estimates.
The delivery schedule for the submission of plans, elevations, sections, and details is divided into three stages, preliminary stage at 60% completion, pre-final stage at 90% completion and final submission at 100%. Each stage includes submission of the drawings/details followed by review by the COR. Refer to delivery schedule below for details.
Final Submission drawings shall be on ANSI D (559x864 mm). Line weights shall be attached to entities (ex: line, arcs, points, etc.). Submission of digital files (.dwgs) shall include in digital media CD ROM Format using proper external label with a certification that the delivery media is free of known computer viruses including the name(s) and release date(s) of the virus scanning software used to check the media. Drawings shall be developed using the metric system of measurement (SI Units). SI drawings shall use only millimeters (mm) to avoid fractions and to eliminate the repetitious suffix. Dual dimensions shall not be used. Drawings shall be in English.
Graphic Scales:
Site Plan – 1:500, minimum Plans – 1:100, minimum Details – 1:5 thru 1:20
Sr.No. Items % of Work
No. of Copies
Drawing Size/Scale/Medium
Schedule
Preliminary Submittals
60 % 1 Editable PDF files
30 Days after the issuance of SNTP. Submittal to be reviewed by the COR and review comments to be provided for incorporation into the pre-final submittal.
2 COR Review 10 Days after submission
Pre-Final
Submittals 90 % 1 Editable PDF files
15 Days after submittal review return. Includes the development of the preliminary submittal completed including integration of the COR review comments
4 COR Review 05 Days after submission
Final
Submittals
As per SOW
Submittal Requirements
30 Days after submittal review return. This includes pre-final submittal documents with all previous review comments incorporated with the correction of all review package comments and all iterative package discrepancies
GENERAL CONDITIONS:
CO: Contracting Officer COR: Contracting Officer’s Representative FM: Facility Manager RSO: Regional Security Officer POSHO: Post Occupational Safety and Health Officer APOSHO: Assistant Post Occupational Safety and Health Officer
1. COR:
A Contracting Officer’s Representative (COR) will be assigned to ensure quality assurance goals are met.
2. Fixed-Price Proposal:
The contractor shall provide one fixed-priced Proposal for the complete Project that includes every aspect of the Work. The contractor will be measure and verify quantities needed to complete this project prior to bid submission.
3. Period of Performance:
The period of performance for the entire design and build project is 180 calendar days/06 Months from the issuance of Notice to Proceed (NTP) including 90 days for Pr-construction scope after Survey Notice to Proceed (SNTP) and 90 days for construction scope of services after Construction Notice to Proceed (CNTP)
3b Payment:
This is a firm fixed price contract with Milestones/Tasks defined for all the works to be carried out. Payment shall be made upon completion and quality acceptance of respective milestones/tasks upon the submission of a proper invoice. 10% of the invoiced amount shall be withheld from each payment as retention money and shall be released at final completion of works. The contractor shall submit the invoice to COR. Invoice template will be shared after issuance of Notice to Proceed.
4. Execution:
The Work shall be executed in a diligent and workmanlike manner in accordance with the negotiated fixed price, this Scope of Work, and the Project Schedule.
When pursuing the work, the contractor is to take extra care as not to damage existing equipment/property of U.S Consulate General Karachi. The contractor is responsible for preventing any damage to surrounding properties arising from the contractor’s performance of the work.
The contractor shall be responsible for repairing any damage to adjacent properties as a result of its activities on the Project Site. If the damage is not repairable, the cost will be calculated by the Facility Manager and deducted from the payment of the final invoice.
PROJECT SCHEDULE
General:
Fully develop the construction portion of the schedule and submit to the CO, COR, and Facility Manager a week before construction starts. The project schedule shall be updated on a daily basis throughout the entire contract period and until project substantial completion.
Purpose:
The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during construction activities of the project. The project schedule will assist the COR and Facility Manager in monitoring the progress of the work and evaluating proposed changes.
Software:
The software shall be compatible with Microsoft Project 2017.
Schedule Development The project schedule shall cover the entire contract period.
The contractor shall use the Critical Path Method (CPM) with limited use of lead or lag durations between schedule activities. The contractor's project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.
The contractor's project schedule shall consist of, but not be limited to, the following for each activity:
� Identify each and every activity number with numerical designations (maximum 5-digit).
Numbering of activities shall be in increments of 10.
� Concise description of the work represented by the activity (maximum 48 characters).
Avoid the use of non-standard abbreviations. The work related to each activity shall be limited to one work trade.
� Activity duration in whole working, unless otherwise approved by the COR and Facility Manager, except for non-construction activities including submittals, mobilization, window shop drawings to include head, jamb and sill details, fabrication of materials, and delivery of materials and equipment.
In developing the project schedule, the contractor shall be responsible for ensuring that subcontractor work at all tiers, as well as its own work, is included in the project schedule.
The project schedule, as developed, shall show the sequence and interdependence of activities required for complete performance of the work. The contractor shall be responsible for ensuring all work sequences are logical and the project schedule shows a coordinated work plan. Proposed durations assigned to each activity shall be the contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity. Resource loading of each activity is not required unless directed by the Project Managers. Include permit requirements and constraints.
Coordination meetings:
Pre-Project Conference: The COR shall conduct an initial project conference on or near the date of notification to proceed. Agenda items shall include a review of the general plans, conditions, procedures, and work requirements as shall be necessary for the effective scheduling and prosecution of the work activities.
Further, all parties shall review security of material delivery requirements; personnel assigned, and contract communication procedures as have been established for the work project activities.
This meeting shall be scheduled and conducted at the place agreed to by the COR/FM and the Contractor.
Construction Coordination Meetings: The Contractor and COR will hold construction coordination meetings to discuss schedule and status of outstanding issues upon request of COR. Coordination meetings shall commence immediately upon mobilization to the Project Site. All parties shall seek the expeditious resolution of issues before they become problems.
Progress of the work shall be reviewed. Contractor shall revise, balance, and submit an updated project execution. This review shall be based upon a subset report of the Project Execution Schedule in which all project execution activities have been entered. This review shall include:
• Status of continuing activities.
• New activity starts since last meeting.
• Activity planned completion dates.
• Activity interruptions.
• Activity completions.
Activity interruptions should include the reason for the interruption.
An activity will be considered complete only when it has been approved by the COR.
Meeting Minutes: The Contractor shall provide minutes of each meeting held under this contract the next working day after each construction coordination meeting. The COR will sign the meeting minutes upon agreeing to their accuracy. Final minutes signed by the COR and the Contractor will be submitted to the COR no later than two working days after the coordination meeting and shall become part of the final project record set.
5. Work Hours:
The Consulate’s standard working hours are from 0800 hours to 1630 hours; 8-hour workday with a 30-minute lunch break; Saturday and Sunday designated as non-working days. Prayer time is reasonably accommodated. The Contractor’s workforce must be at the Consulate gate for check-in by 0800hrs and carry original CNICs (or equivalent photo ID).
The contractor is expected to strictly comply with the above schedule. However, if urgent work requirements beyond regular hours or during weekends, the contractor must notify the COR at least 48 hours in advance. Approval for such work will be subject to the discretion CO, COR, and RSO.
If any aspect of this work is deemed by the COR, FM, the RSO or the POSHO/APOSHO to be interruptive of normal Consulate operations, security or safety, the contractor shall be required to perform that portion of the work on Saturdays and Sundays.
6. Safety:
The contractor shall be responsible for conducting the work in a manner that ensures the safety of employees and visitors at the US Consulate, and the contractor’s employees. Safety standards must meet or exceed current EM 385 US Corps of Engineers Safety and Health Requirements Manual requirements available online.
The contractor shall be solely responsible for risk assessments, managing health, and safety issues associated with this project. Based on hazard assessments, contractors shall provide or afford each affected employee personal protective equipment (PPE) that will protect the employee from hazards. At a minimum PPE shall consist of eye protection, hard hats, and closed toe shoes. Sandals or athletic shoes are not acceptable. PPE such as chemical/leather gloves, dust masks, are recommended. These items must be provided at the contractor’s expense.
Workers may use discretion if they feel unsafe in using the equipment in a hostile environment.
The contractor must document in the bid for work how the hazard controls will be implemented and maintained during the project.
The contractor shall prepare and implement an Activity Hazard Analysis (AHA) prior to the start of work.
The Contactor must have a competent person on-site for inspection of equipment, training workers in the safe use of equipment and the recognition of hazards related to their use, supervision, and identifying and correcting unsafe work practices for high hazard work.
All contractor personnel shall wear hard hats, safety glasses, earplugs, gloves, close-toes shoes and any other Personal Protection Equipment deemed necessary by the Facility Manager.
Safety Training:
Provide specific training to supervisory personnel and all craft workers of the contractor and subcontractors in proper use and care of specific personal protective gear, equipment, and clothing.
The contractor and subcontractor employees shall be trained and supervised by qualified persons to perform, safely and confidently, recognized hazardous work operations and work performed with hazardous conditions to which they have been assigned.
Damage: Contractor will repair or replace to include but not limited to any hardscape (i.e., roads, curbs, paving stones, etc.), landscape (trees, plants, grass areas, etc.), building wall and window opening finishes (i.e., stone, concrete, gypsum board, wood and/or metal trim, etc.) buildings doors and floor coverings, wall fixtures, window cladding, replacement glazing panel, etc.
The Contractor shall not conduct any work that is beyond this Scope of Work unless directed in writing by the CO. Any work done by the Contractor beyond this SOW and accompanying specifications without direction from the CO will be at the Contractor’s own risk and at no cost to the government.
7. Workforce:
The contactor must have prominent experience of handling similar design/built contracts. His competence will be evaluated by OBO SMEs.
The contractor shall provide all supervision, skilled and unskilled labor needed to perform the work.
The contractor shall be responsible for total integration of effort and control of the works. The contractor shall be responsible for planning, monitoring, coordinating, and controlling the works.
The contractor's employees shall wear clean, neat and complete uniforms when on duty. All employees shall wear uniforms approved by the Contracting Officer's Representative (COR). The contractor shall provide, to each employee and supervisor, uniforms and personal equipment. The contractor shall be responsible for the cost of purchasing, cleaning, and repair of the uniforms.
Neglect of duties shall not be condoned. This includes sleeping while on duty, unreasonable delays or failures to carry out assigned tasks, conducting personal affairs during duty hours and refusing to render assistance or cooperate in upholding the integrity of the worksite security.
The contractor shall not condone disorderly conduct, use of abusive or offensive language, quarreling, and intimidation by words, actions, or fighting. Also included is participation in disruptive activities that interfere with normal and efficient Government operations.
The contractor shall not allow its employees while on duty to possess, sell, consume, or be under the influence of intoxicants, drugs or substances which produce similar effects.
The performance standard is that the Government receives no more than one (1) customer complaint per month. The COR shall notify the Contracting Officer of the complaints so that the Contracting Officer may take appropriate action if any of the services exceed the standard. The COR shall, as a minimum, orally notify the contractor of any valid complaints.
Repeat customer complaints are not permitted for any services. If a repeat customer complaint is received for the same deficiency during the service period, the COR will contact the Contracting Officer for appropriate action under the Inspection clause.
8. Accommodations:
Government Finished Property:
Toilets: The contractor shall utilize toilets on the NCC Compound
Contractor Property:
PPE: hard hats, safety glasses, dust mask, gloves, close- steel toes boot, Ear covers
Hazard Safety Equipment’s: Prevention of hazards which may be caused in lieu of working in (But not limited to) elevated heights, Welding works, Use of sharp cutting tools, Use of Hard Impact and fastening tools, Oil Lubrication usages, e.t.c
Uniforms
Tools/Implements: Contractor staff shall provide all necessary tools and implements as necessary for the execution of services. Contractor Supervisor shall ensure the safe handling of all issued necessary equipment as per COR instructions. Damages (if any) observed due to negligence on staff’s usage shall be compensated at contractor’s expense.
Vehicles and Equipment’s: All fleet vehicles/Equipment’s provided by the contractor should be in serviceable condition without leakages of oil/Fuel. Any such vehicles/equipment’s if found during service execution shall be immediately replaced and removed from the work premises at contractors’ expense.
9. Subcontractors:
The contractor shall be responsible for the conduct and workmanship of Subcontractors engaged in the Project, and for Subcontractors compliance with the terms of this Statement of Work. The contractor is responsible for the behavior and workmanship of subcontractors while on US Government property.
EXPRESS NDAA-889…
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