Request for Proposal (RFP) Contractor for ?· 2018-01-15 · Request for Proposal (RFP) ... BOQ, and…

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Transition Initiatives for Stabilization Plus TIS+ Page 1 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia Request for Proposal (RFP) Contractor for Construction Works Construction of Afmadow Womens Market Afmadow DCs Office with support from Transition Initiatives for Stabilization Plus TIS+ Mogadishu 22 September 2016 Transition Initiatives for Stabilization Plus TIS+ Page 2 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia REQUEST FOR PROPOSALS TIS+/SLD/001/2016 22 September 2016 Afmadow DCs Office with support from Transition Initiatives for Stabilization Plus TIS+ Wishes to advertise CONSTRUCTION OF AFMADOW WOMENS MARKET, AFMADOW, JUBBALAND, SOMALIA SEALED OFFERS SHOULD BE HAND DELIVERED TO: Afmadow DCs Office Afmadow, Lower Juba, JSS Somalia RFP# TIS+/JSS/015/2016 Bid Forms Location & Date: Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia 22 26 September 2016, 9:00 am 4:00 pm (East African Time) Payment for Submission Forms: USD$ 30, payment to Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia. Bidders Meeting and Site Visit Date: 27 September 2016, 9:00 am (East African Time) Bidders Meeting and Site Visit Location: Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia Submittal Due Date and Time: 4 October 2016, 4:00 pm (East African Time). PROPOSALS RECEIVED AFTER THE STIPULATED DATE AND TIME WILL NOT BE CONSIDERED. Submittal Location and Contacts: Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia Tel: +252 61 238 0005. Bid Opening and Evaluation Date: 5-6 October 2016, 9:00 am (East African Time) Bid Opening and Evaluation Location: Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia Contract Projected Award Date: 11 October 2016 Contact: TIS+ Procurement; E-mail: procurement@somtisplus.com The reference RFP#: TIS+/JSS/016/2016 must be shown on your offer. THE PROPOSAL FORM AND BID BOOK COLLECTED FROM THE AFMADOW DCS HQ OFFICE MUST BE USED WHEN REPLYING TO THIS INVITATION. FAILURE TO SUBMIT YOUR BID IN THE ATTACHED PROPOSAL FORM AND BID BOOK, OR FAILURE TO COMPLETE THE DETAILS AS REQUESTED, WILL RESULT IN THE PROPOSAL NOT BEING CONSIDERED. Bids must be submitted in a securely sealed envelope in accordance with the Instructions to Bidders attached to this bid. BIDS WILL ONLY BE ACCEPTED IN THE CURRENCY STATED IN THE SPECIFIC TERMS AND CONDITIONS. BIDS RECEIVED IN ANY OTHER CURRENCY WILL BE INVALIDATED. mailto:procurement@somtisplus.comTransition Initiatives for Stabilization Plus TIS+ Page 3 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia TABLE OF CONTENT A. TERMS OF REFERENCE ........................................................................................................................... 4 A.1 BACKGROUND.......................................................................................................................................... 4 A.2 PURPOSE OF THE RFP ............................................................................................................................... 4 A.3 OBJECTIVE OF THE PROJECT ....................................................................................................................... 4 A.4 CONSTRUCTION STANDARD ........................................................................................................................ 5 A.5 CONSTRUCTION IMPLEMENTATION .............................................................................................................. 5 A.6 TIMELINE FOR THE COMPLETION OF THE PROJECT .......................................................................................... 6 A.7 PRICE OF THE OFFER ................................................................................................................................. 6 B. INSTRUCTION TO BIDDER ...................................................................................................................... 7 B.1 MARKING AND RETURNING OF PROPOSAL ..................................................................................................... 7 B.1.1 TECHNICAL PROPOSAL ........................................................................................................................... 7 B.1.2 FINANCIAL PROPOSAL ............................................................................................................................ 8 B.2 TIME FOR RECEIVING PROPOSAL.................................................................................................................. 8 B.3 PUBLIC OPENING OF PROPOSAL .................................................................................................................. 8 B.4 VALIDITY................................................................................................................................................. 8 B.5 CHANGES AND/OR ALTERATIONS ................................................................................................................ 8 B.6 REFERENCES ............................................................................................................................................ 9 B.7 SUBCONTRACTING .................................................................................................................................... 9 B.8 RIGHTS OF TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ .............................................................. 9 B.9 PROPERTY OF TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ .......................................................... 9 B.10 LANGUAGE OF PROPOSAL ........................................................................................................................ 9 B.11 PROPRIETARY INFORMATION .................................................................................................................... 9 B.12 EVALUATION OF PROPOSAL .................................................................................................................... 10 B.13 AWARD / ADJUDICATION OF PROPOSAL .................................................................................................... 13 B.14 ERROR IN PROPOSAL ............................................................................................................................. 13 B.15 RFP TERMS AND CONDITIONS ................................................................................................................. 13 C. PROPOSAL FORM ................................................................................................................................ 15 C.1 TECHNICAL PROPOSAL SUBMISSION FORM I ............................................................................................... 15 C.2 TECHNICAL PROPOSAL SUBMISSION FORM II .............................................................................................. 16 C.2.1 BIDDER GENERAL INFORMATION ........................................................................................................... 17 C.2.2 STAFF QUALIFICATION AND EXPERIENCE .................................................................................................. 18 C.2.3 FINANCIAL INFORMATION ..................................................................................................................... 19 C.2.4 WORKS IN HAND ................................................................................................................................. 20 C.2.5 EXPERIENCE AND REFERENCES ............................................................................................................... 21 C.2.6 PROPOSED WORK PLAN AND SCHEDULE OF ACTIVITIES ............................................................................... 22 C.2.7 FORMAL PRESENTATION ....................................................................................................................... 22 C.3 FINANCIAL PROPOSAL SUBMISSION FORM .................................................................................................. 23 C.4 SCHEDULE OF PRICES .............................................................................................................................. 24 D. BID EVALUATION SAMPLE .................................................................................................................. 25 Transition Initiatives for Stabilization Plus TIS+ Page 4 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia E. ANNEXES ............................................................................................................................................. 29 A. TERMS OF REFERENCE A.1 Background The TIS+ Program aims to promote peace and stability in Somalia by increasing the visibility of, and confidence in Government through improved service delivery, creating collaborative and strategic partnerships among government institutions, the private sector, civil society and communities. The TIS+ Program focuses on four objectives: 1. Increase confidence in governance based on equitable participation in decision making and management of community assets; 2. Empower community and government representatives to engage with private sector and development actors in collaborative process for community growth; 3. Increase Somali engagement in creating a more stable future; and 4. Support inclusive, sustainable development by reducing gender gaps in stabilization and development. A.2 Purpose of the RFP This Request for Proposal (RFP) intends to identify Contractors that will carry out the construction of Afmadow Womens Market located in Afmadow, Jubbaland, Somalia. Transition Initiatives for Stabilization Plus TIS+ invites contractors to submit technical and financial proposal for this work.+. TIS+ encourages participants to review the technical proposal carefully, especially the: a) Methodology and Work Schedule, b) List of Equipment and Materials Sourcing; c) Key Personnel and Subcontractors and d) Anticipated Use of Local Labour as the scope to be accomplished under this agreement has increased. It is recommended that the subcontractors prepare their technical proposal to match the exact scope. TYPE OF CONTRACT: An award resulting from this RFP will be a Firm Fixed Price Contract. A.3 Objective of the Project To complete and hand over to TIS+ within an agreed timeline and budget, a completed Afmadow Womens Market located in Jubbaland, Somalia in respect to the construction specification. A.4 Construction Standard The following standards and specifications shall apply to the entire construction project; from construction up to defect liability period. The standards to follow shall include: - British code and Standard (BS) A.5 Construction Implementation Construction implementation in line to the submitted work schedule. Work Closely with TIS+ Engineers or consultants and attend the Bi-weekly progress review meetings in due course of the project. Transition Initiatives for Stabilization Plus TIS+ Page 5 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia Maintain available at site at all time the following documentation: A site logbook for instruction to the contractor. A visitor logbook. Safety and Health Plan Quality Control Plan An updated timetable on a bar chart format (MS Project or approved equivalent). The EMMP form to record environmental monitoring as shown in the report form. Requests for work approval by Transition Initiatives for Stabilization Plus TIS+ Engineer. Accident and incident reports. A site diary, updated on daily basis. Approval of Present work plan and request for revision to ensure timely completion of the works. Check measurements and certify contractors Milestone works payments for submission to TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ with relevant documentary evidence. Ensure that appropriate safety measures are taken on site to minimize the risk of accident to the workers and the public. Requires approval and is part of the Safety and Health Plan. A.6 Timeline for the completion of the project The timely achievement of the project is of utmost importance for TIS+. A contractual timeline will be part of the agreement signed with the successful bidder (please refer to the General Terms and Conditions for further details on the contractual documents). A.7 Price of the offer Please refer to the General Terms and Conditions; contract price. The Cost Proposal shall be submitted in conformity with Annex 2 of this RFP. The unit prices shall be fully burdened with all materials, labor, supervision, quality assurance, transport, security, overhead, profit/fee, risk and all other incidentals and obligations necessary for the completion of the work. The cost for issuing all the bonds should be included as part of the bid price. Project cost will be fixed price in CFA and it is the offerors responsibility to review all quantities and verify with Drawings, BOQ, and SOW. Order of precedence is Scope of Works, Bill of Quantities, and Drawings. Costs proposals will be evaluated based on what is reasonable and practical for the nature of the proposed works and prevailing regional market rates for construction materials. TIS+ will neither evaluate nor compare cost proposals that are considered non-responsive. During the evaluation of proposals, TIS+ will determine the final price evaluated for each proposal, making the corrections to the proposal price, in accordance with process laid out in the present RFP. TIS+ reserves the right to accept or reject any modification or deviation. The modifications, deviations and any other elements added to the requirements of the RFP or which provide advantages not requested by TIS+ will not be taken into consideration during the evaluation of proposals. Transition Initiatives for Stabilization Plus TIS+ Page 6 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B. INSTRUCTION TO BIDDER B.1 Marking and returning of proposal 1- A first sealed envelope bearing the name of the Offeror and the subject of the RFP marked TECHNICAL PROPOSAL, containing one (1) original, three (03) copies of the original and one (1) digital copy (either on a USB storage device, CD/DVD or sent to tenderbox.nairobi@somtisplus.com); 2- A second sealed envelope bearing the name of the Offeror and the subject of the RFP marked FINANCIAL PROPOSAL, containing one (1) original, three (03) copies of the original, and one (1) digital copy (either on a USB storage device, CD/DVD or sent to tenderbox.nairobi@somtisplus.com); Each of the written technical and cost proposals shall be accompanied by either a USB storage device, CD/DVD or sent to tenderbox.nairobi@somtisplus.com with electronic copies of all documents. While Microsoft Word and Excel are the preferred formats, PDF files are also acceptable. Please note, however, that Annex 2: Cost and Quantity Estimate, submitted in PDF or Word format must also be included in Excel format on the CD/E-mail with formulas shown. The outer envelope shall be addressed as follows: TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Somalia Afmadow Womens Market Construction (JSS016) Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia RFP# TIS+/JSS/016/2016 DUE: 4 October 2016, 4:00 pm (East African Time) B.1.1 Technical Proposal The first inner envelope shall be marked Technical Proposal and addressed in the same manner as the outer envelope. The Bidder must provide sufficient information in the proposal to demonstrate compliance with the requirement set out in each section of this Request for Proposal. The proposal shall include, as a minimum as described in the Proposal Form1: The Technical Proposal Submission forms (I & II. Paragraph C.1 and C.2); The Bidder General Information form and relevant supporting documentation as described in the Proposal Form (Paragraph C.2.1); The list of proposed construction project staff (Paragraph C.2.2) and their CVs; A detailed organization chart of the company including the location and staffing of existing and planned offices; The firm financial information (Paragraph C.2.3); The list Works in Hand and their financial values (Paragraph C.2.4); A list of references (at least five) for the past five years with a particular emphasis on similar Services (Paragraph C.2.5); A proposed work plan and schedule of activities (Paragraph C.2.6). 1 In the event that the bidder is intending to use sub-contracting services, the same required documents as part of the Technical Proposal must be submitted for each sub-contractor. mailto:tenderbox.nairobi@somtisplus.commailto:tenderbox.nairobi@somtisplus.commailto:tenderbox.nairobi@somtisplus.comTransition Initiatives for Stabilization Plus TIS+ Page 7 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B.1.2 Financial proposal The 2nd inner envelope shall be marked Financial Proposal and addressed in the same manner as the outer envelope, and shall contain the following documentation: The financial Proposal Submission Form (Paragraph C.3); The duly filled in Schedule of Prices (Paragraph C.4) including the list of any additional services that the bidder find relevant to the management of the project in order to achieve the Objective of the Project. A BOQ template will be provided in soft copy and will be submitted in digital form (CD, DVD or USB) in an unlocked Microsoft Excel and PDF file format. COST PROPOSAL COMPONENTS Note: The Cost Proposal must be under separate, sealed envelope and clearly labeled as such. Submission Template: Letter must be signed by a person authorized to sign on behalf of the Offeror. This letter shall be included in the main envelope containing the Technical Proposal envelope and the Cost Proposal envelope. Cost and Quantity Estimate: The Cost Proposal shall be submitted in conformity with this RFP. The unit prices shall be fully burdened with all materials, labor, supervision, quality assurance, transport, security, overhead, profit/fee, risk and all other incidentals and obligations necessary for the completion of the work. Project cost will be fixed price in U.S. Dollars and it is the offerors responsibility to review all quantities and verify with Drawings, BOQ, and SOW. Order of precedence is Scope of Works, Bill of quantities, and Drawings. Costs proposals will be evaluated based on what is reasonable and practical for the nature of the proposed works and prevailing regional market rates for construction materials. B.1.3 Safety, Deliverables and Other Requirements The Contractor shall ensure that employees are supplied with proper safety equipment and follow procedures that protect Contractor employees. The Contractor shall establish a safety zone around the work areas and establish safety practices to prevent staff injuries. The Contractor shall be solely liable for any injury or damage to any staff and/or property during the course of the jobs. This includes all costs involved with such injury or damage. The Contractor is also responsible to ensure all staff and laborers have access to adequate sanitation as is acceptable in the community. TIS+ will provide the Contractor with a Safety Plan consistent with the guidelines provided in the Environmental Mitigation and Monitoring Plan (EMMP). The Contractor shall sign a Safety Plan Acknowledgement Letter as part of the Awarded Contract that covers the life of the project. The Contractor is also responsible for the security on the project site. It is the Contractors responsibility to secure the site and all project works and material until handover of site. Transition Initiatives for Stabilization Plus TIS+ Page 8 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B.1.4 Delivery and Storage of Materials and Equipment The Contractor shall be responsible for all materials transport, storage, and providing any necessary security containers, and fencing and protection from the weather. At the end of the project, the Contractor shall remove all debris created by construction activities. The Contractor is responsible to control all theft and unauthorized use of materials and equipment on site. B.1.5 Deliverables during Construction Before and during the implementation of the project, the Contractor shall deliver to TIS+ the following: A Schedule of the Works Quality Control Plan Sampling and Testing Plan Safety Plan Security Plan Environmental Mitigation and Management Reporting TIS+ provide the EMM Plan Submittals Register Updates to the Work Schedule as Needed Request for Acceptance B.1.6 Clean up The Contractor shall keep the work site clean and neat at all times, removing all debris and refuse promptly at the end of each day from the site. At the end of the project work, the Contractor shall clean up the site to the satisfaction of the TIS+ and the Afmadow Womens Market or their appointed representative. B.2 Time for receiving proposal Sealed Proposals received prior to the stated closing time and date will be kept unopened. The Officer of the Bid Opening Unit will open Proposals when the specified time has arrived and no Proposal received thereafter will be considered. TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ will accept no responsibility for the premature opening of a Proposal which is not properly addressed or identified. Modification to Proposals already submitted in a sealed envelope, will be considered if received prior to the closing time and date. B.3 Public opening of proposal Bidders, or their authorized representative, may attend the public opening of the RFP at the time, date and location specified. The only envelope that will be opened at public bid opening is the Technical Proposal. Transition Initiatives for Stabilization Plus TIS+ Page 9 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B.4 Validity Proposals shall remain valid for a period of ninety (90) days from the date of closing of the Proposals. B.5 Changes and/or Alterations All requests for changes or alterations to the Request for Proposal or requests for clarifications must be submitted in writing by fax or e-mail to the TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Chief of Party or representative. Inquiries or requests for changes or alterations will be received till 29 September 2016, 4:00 pm (east African Time); after that date and time inquires or requests for changes or alterations will not be accepted. Only written inquiries will receive an answer. All inquiries and answers will be provided to all invitees in writing, regardless of the source of the inquiry. Under any circumstance TIS+ will accept verbal inquires or will provide verbal information in regard to this RFP. B.6 References The Bidder is requested to provide the name of at least five (5) clients to which it provides the same type of services, whether in various and/or disperse geographic locations. TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ reserves the right to contact these references, without notifying the Bidder. (Please refer to paragraph B.1.1 and C.2.5 for further details on the references.) B.7 Subcontracting Bidders shall identify on their offer, any services, which may be subcontracted to another firm. A Technical Proposal as described hereafter must be submitted for all subcontractors and will be considered as being part of the bid. B.8 Rights of TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ TIS+ reserves the right to accept any proposal, in whole or in part; or, to reject any or all proposals. TIS+ also reserves the right to negotiate with the Bidders. TIS+ shall not be held responsible for any cost incurred by the Bidder in preparing the response to this Request for Proposal. The Bidder agrees to be bound by the decision of TIS+ as to whether their proposal meets the requirements stated in this Request for Proposal. TIS+ reserves the right to award the agreement to one or more contractor(s). B.9 Property of TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ This Request for Proposal, inquiries and answers and the Proposals are considered the property of Transition Initiatives for Stabilization Plus TIS+. All materials submitted in response to this Request shall remain with Transition Initiatives for Stabilization Plus TIS+. B.10 Language of Proposal The proposals prepared by the Bidder as well as all correspondence and documents relating to this document shall be written in English Language. Any printed literature furnished by the Bidder written in another language will only be considered if accompanied by accurate English translation of the relevant passages for purposes of interpretation. Transition Initiatives for Stabilization Plus TIS+ Page 10 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B.11 Proprietary Information Information, which the Bidder considers proprietary, must be marked clearly "proprietary" next to the relevant part of the text, and Transition Initiatives for Stabilization Plus TIS+ will then treat such information accordingly. B.12 Evaluation of proposal Following closure of the RFP, proposals will be evaluated by a Transition Initiatives for Stabilization Plus TIS+ evaluation team in the company of district and community representatives to assess their merits. The evaluation will be restricted to the contents of the Proposals and the reference checks. The Technical Proposals and Cost Proposals will be evaluated based on the trade-off method, where the technical bids will be awarded points and ranked, and a review of the cost will be undertaken to determine if it is reasonable. The Evaluation Committee will propose a first, second and third alternative. Transition Initiatives for Stabilization Plus TIS+ will not be held responsible for any duties, taxes or other levies including Value Added Tax for which the Firm may be liable in the course of the contract. All duties, taxes, or other levies must be included in the fees as shown in the Financial Proposal. The cost of all items in the Financial Proposal shall be calculated and shown in United Stated Dollars (USD) for bidders. Mandatory Requirements Provide valid JSS registration details certificate/license, as evidence that they are authorized to carry out the said work by JSS Somalia. Have attended the Bidders training and site visit. Certificate of attendance of Bidders training and site visit, signed and stamped by TIS+ Engineer and Afmadow DC. Copy of receipt for purchase of tender document. Signed technical submission form and financial proposal. Completed, filled and signed BOQ Provide a company profile with list of BODs. CVs of all key personnel. Must have a minimum of 4 years of experience as a construction company, with 3 years experience in Somalia. Transition Initiatives for Stabilization Plus TIS+ Page 11 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia Evaluation Criteria Schedule Category (Office Use only) Technical Max Points Pass / Fail Points S1 Past Performance and Reference List 33 0 0 Number of Projects Completed though the defect and liability period in the last 5 years 13 Experience with project of a value similar to the solicited project 10 Number of References Provided 10 S2 List of Key Personnel 18 0 0 Director Bachelor Degree in Business Administration from a reputable university 1 5 years experience of work 1 More than 7 years experience in construction management 3 Project Manager/ Engineer Bachelor Degree in Civil Engineering or Construction from a reputable university 2 5 years experience of work 1 More than 7 years experience in Construction 2 Site Engineer/ Quantity Surveyor Bachelor Degree in either Civil Engineering, Quantity Surveying or Building Economics from a reputable university 1 5 years experience of work 1 More than 7 years experience in Construction 2 Foreman Certificate in Construction management from a reputable institute 1 5 years experience of work 1 More than 7 years experience in Construction 2 S3 Number of Laborers 5 0 0 Percentage of women laborers and the approach to use of women in the project 3 Number of qualified labors proposed for the project - list skills and level of effort needed 2 S4 List of Equipment 7 0 0 Concrete Mixer 1 Vibrator 1 4x4 Pickup vehicles 1 Scaffolding 1 Ladders 1 Wheel Barrows 1 Transition Initiatives for Stabilization Plus TIS+ Page 12 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia Cutters 1 S5 Methodology 37 0 0 Proposed Work Plan and Schedule of Activities 12 Gannt Chart 3 Time taken to commence work 2 Reporting and Recording Systems - including environmental monitoring 10 Quality Assurance Plan 10 TOTAL MARKS 100 Transition Initiatives for Stabilization Plus TIS+ Page 13 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia B.13 Award / adjudication of proposal The Firm that submits the successful Proposal will be notified by letter of the award prior to the expiration of the validity period. The letter, referred to as the Letter of Acceptance, will state the sum of the fees to be paid to the Firm for the services rendered and will indicate the terms under which the Contract must be finalized. Please refer to the General Terms and Conditions (Annex A) for further details on the documents constitutive of the agreement. Prior to issuing the Letter of Acceptance, negotiations on the bid with the successful bidder will be carried out preceding the formulation of a draft contract. The Contract must be agreed and signed within 7 days of the issue of the Letter of Acceptance. Time required to complete any negotiations on the contract is including in the above time frame. TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ will notify in writing immediately after finalizing the agreement those Firms whose Proposals were not successful. B.14 Error in proposal Bidders are expected to examine all Instructions and Documentation pertaining to the RFP. Failure to do so will be at Bidders own risk. In case of errors in the extension price, unit price shall govern. B.15 RFP terms and conditions This RFP and any responses thereto, shall be the property of TIS+. In submitting a proposal, the bidder acknowledges that TIS+ reserves the right to: (a) Visit and inspect the bidders office and premises; (b) Contact any/all references provided; (c) Undertake site visits to the bidders current and recently completed construction projects; (d) Request additional supporting or supplementary information; (e) Arrange interviews with the proposed project team/consultants; (f) Reject any/all of the proposals submitted; (g) Accept any proposals in whole or in part; (h) Negotiate with the most favorable bidder; Bidders shall bear all costs associated with the preparation and submission of proposals, and TIS+ shall not be responsible for these costs, irrespective of the outcome of the bidding process. Transition Initiatives for Stabilization Plus TIS+ Page 14 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C. PROPOSAL FORM C.1 Technical Proposal Submission Form I This PROPOSAL FORM must be completed, signed and returned to TIS+. Proposal must be made in accordance with the instructions contained in this Request for Proposal. TERMS AND CONDITIONS OF CONTRACT Any Contract resulting from this RFP shall contain TIS+ S General Terms and Conditions together with all other contractual documents as detail in the General Terms and Conditions. INFORMATION Any request for information concerning this invitation, must be forwarded in writing by email, to the person who prepared this document, with specific reference to the RFP number. DECLARATION The undersigned, having read the Terms of Reference, the Instruction to Bidder, the General Terms and Conditions set out in the attached document, hereby offers to supply the services specified in the ToR at the price or prices quoted in the Schedule of Prices, in accordance with the specifications stated and subject to the Terms and Conditions set out. Name of authorized representative: _______________________________________ Title: _______________________________________ Signature: _______________________________________ Date: _______________________________________ Supplier Name: _______________________________________ Postal Address: _______________________________________ Telephone No.: _______________________________________ Email Address: _______________________________________ Validity of Offer (not less than 90 days): _______________________________________ Currency of Offer (USD): _______________________________________ Transition Initiatives for Stabilization Plus TIS+ Page 15 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2 Technical Proposal Submission Form II PLEASE USE YOUR COMPANY LETTERHEAD Date: To: TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Somalia Mogadishu Office. Dear Sir, We, the undersigned, offer to Construction of Afmadow Womens Market in Jubbaland State for TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Somalia in accordance with your Request for Proposal dated _________________and our Proposal dated _________________. We are hereby submitting our Proposal, which includes this Technical Proposal and a Financial Proposal to be submitted sealed under separate envelopes. Our Technical Proposal shall be binding on us subject to the modifications resulting from Contract negotiations, up to the expiration of the validity of the Proposal. We understand that you are not bound to accept any Proposal you receive. Yours sincerely, Authorized Signature: Name and Title of Signatory: Name of Contractor: Address: Transition Initiatives for Stabilization Plus TIS+ Page 16 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia The following information is considered an integral part of this submission and must be provided for the Proposal to be considered. The information should be provided according to the sample format. C.2.1 Bidder General Information Bidder General Information Description Information Remarks (to be filled by the Bidder) Registration Provide certified copies Registration number Grade Specialty Expiry Date Legal Status Provide certified copies of Registration Written power of attorney of the signatory to the Bid Provide original or certified copy of the power of attorney attested by a Notary VAT Registration Number DUNS Number Transition Initiatives for Stabilization Plus TIS+ Page 17 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2.2 Staff Qualification and Experience Qualifications and experience of key management and technical personnel proposed for this Project. Signed CVs of all proposed staff must accompany the submission and it should be noted that substitution of staff during Project implementation shall be subject to the approval of Transition Initiatives for Stabilization Plus TIS+. (Personnel of all associate consultants must also be listed along with the name of the associate consulting Firm.). A detailed organization chart of the company including the location and staffing of existing offices must also be attached to the offer. Construction Project Management Staff A. Key Professionals Name Position Task B. Support Staff Name Position Task Transition Initiatives for Stabilization Plus TIS+ Page 18 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2.3 Financial Information Annual Turn-over Information (Last five years) Year Turn-over Amount in __________ currency (state USD) Remarks 2015 2014 2013 2012 2011 Transition Initiatives for Stabilization Plus TIS+ Page 19 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2.4 Works in Hand Works in Hand Employer name & contact details Description of Works/Services Start date End date Amount in __________ currency (state USD) Total: Transition Initiatives for Stabilization Plus TIS+ Page 20 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2.5 Experience and References Construction Experience in last five years Year Employer name & contact details Description of Works/Services Amount in __________ currency (state USD) Contractor's Responsibility (%) Total: Transition Initiatives for Stabilization Plus TIS+ Page 21 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.2.6 Proposed work plan and schedule of activities The proposed work plan and schedule of activities must be submitted with this Proposal. The work plan and schedule should be prepared in detail to the extent possible and include time allocated to central- and district-level periodic progress review meetings and preparation of quarterly progress reports. A proposed timeline in a bar chart format must be part of this Proposal. It should start with establishing Minimum Requirements till the Issuance of the Substantial Completion Certificate. C.2.7 Formal presentation Firms, whom Technical Proposal has been accepted, must make a formal presentation to the Selection Committee on the proposed strategy and methods for the following components/activities: a. Strategy for managing and executing this Project according to schedule. b. Strategy, methods and sample approach for securing community commitment throughout construction process. c. Strategy and methods and approach to ensure women opportunities in the construction activities; d. Strategy to ensure and elements of Quality Assurance in training, building design, construction materials and building construction. Transition Initiatives for Stabilization Plus TIS+ Page 22 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.3 Financial Proposal Submission Form PLEASE USE YOUR COMPANY LETTERHEAD Date: To: TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Somalia Mogadishu Office Dear Sir, We, the undersigned, offer to Construction of Afmadow Womens Market in Jubbaland State for TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ -Somalia, accordance with your Request for Proposal dated __________________and our Proposal. Our attached Financial Proposal is for the sum of___________________________________________________________________________________________________________________________________________________________amount in figures and words, and also state the currency if either in USD). This amount is inclusive of all taxes payable under the applicable law. Our Financial Proposal shall be binding on us subject to the modifications resulting from Contract negotiations, up to the expiration of the validity of the Proposal. We understand that you are not bound to accept any Proposal you receive. Yours sincerely, Authorized Signature: Name and Title of Signatory: Name of Contractor: Address: Transition Initiatives for Stabilization Plus TIS+ Page 23 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia C.4 Schedule of Prices Refer to the Bill of Quantity in the Bid Book Transition Initiatives for Stabilization Plus TIS+ Page 24 of 24 Afmadow Local Administration /Dawladda Hoose Ee Degmada Afmadow, Jubbaland State of Somalia D. ANNEXES ANNEX A: Architectural Layout Design Drawings and Technical Specifications Refer to the Designs and Drawings in the Bid Book Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market BID BOOK CONSTRUCTION OF AFMADOW WOMENS MARKET Summary of Bid Documentation Tender documents a) Form of Bid 2 b) Appendix to Form of Bid 3 c) Instructions to Bidders 4-8 d) Qualification Summary 9-15 e) Program of Works 16 f) Certificate of Pre-Tender Site Visit 17 g) Bank Details for Payment 18 h) Specifications 19-29 i) Conditions of Contract 30-36 j) Bills of Quantities 37-47 k) Drawings 48 Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Form of Bid To, The Bid Committee: 1. Having visited the above project site and examined the required bidding documents for the above mentioned works, we offer to execute, complete and remedy any defects to the works therein for the sum of (Insert amount in figures) USD$ _____________ (insert amount in words) ___________________________________________________________. 2. We undertake, if our bid is accepted, to start the works within _____ Calendar days from the date of signing the contract and complete and deliver the works in accordance with the contract within _________ Calendar months calculated from the date of starting the works. 3. We understand and we accept that the Committee is not bound to choose the lowest price or any bid that may be received and that any or all bids may be rejected without assigning any reason for such rejection. 4. We agree to abide by this Bid for a period of 90 days from the date fixed for receipt of the same. 5. Unless and until a formal Agreement is prepared and executed this Bid, together with your written acceptance thereof, shall constitute a binding contract between us. Dated this __________ Day of ___________ 20_____. Signature_________________ in the capacity of _______________. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Defects Liability Period 90 days Percentage of Retention 10% of Interim Payment Certificate Time within which payment is to be made after Payment Certificate is approved 30 days Liquidated Damages USD$ 1,000 for each of the project payment milestones Limit of Liquidated Damages Based on the preceding project payment milestones, each at USD$ 1,000 per payment milestone Contract Duration Weeks Appendix to Form of Bid 5 Signature of Bidder: ______________________ Date: ______________________ Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Instructions to Bidders Scope of Bid TIS+ represented by the Bid Committee wishes to receive Bids for the Construction of the works described in the Bidding documents. Source of Funds The Works are carried out under the AECOM/TIS+ program financed by USAID. Eligible Bidders The main criteria for admission to the tender are as follows: a) Certificate of registration a copy to be attached to the bid documents b) Certificate of attendance of Bidders site meeting signed and stamped by TIS+ Engineer. c) Copy of receipt for purchase of tender document d) Signed technical submission form and financial proposal e) Completed and filled and signed BOQ f) Provide a company profile with list of the Board of Directors. g) CVs of all key personnel. h) Must have a minimum of 4 years of experience as a construction company, with 3 years experience in Somalia. i) Adequate Equipment j) Good track-record and references from previous clients k) A company bank Account One Bid per Bidder A firm shall submit only one bid in the same bidding process, either individually as a bidder or as a partner in a joint venture. No firm can be a subcontractor while submitting a bid individually or as a partner of a joint venture in the same bidding process. A bidder who submits or participates in more than one bid will cause all the proposals in which the bidder has participated to be disqualified. Cost of Bidding The bidder shall bear all costs associated with the preparation and submission of its Bid, TIS+ and the Bid Committee will in no case be responsible or liable for those costs, regardless of the conduct or outcome of the bidding process Site Visit The bidder is advised to visit and examine the Site of Works and its surroundings and obtain as their own responsibility, all information that may be necessary for preparing the bid and entering into a contract for construction of the Works. The costs of visiting the site shall be at the bidders own expense. Bidders Meeting Once Bidders have collected bids and visited the site, a bidders meeting will be called upon on 27 September 2016, 9:00 am (East African Time) at Afmadow DCs Office, Afmadow, Lower Juba, Somalia. Language of Bid The Language of Bid shall be in English Documents The Bidder shall fill all the information requested in the Bidding Documents. The documents to be Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market included in the Bid included in the bid are: a) Duly completed and signed Form of Bid; b) Appendix to Form of Bid; c) Qualification Summary; d) Program of Works; e) Certificate of Pre-Tender Site Visit; f) Bills of Quantities - Blank (to be filled) Bid Prices The Contract shall be for the whole Works computed based on the unit rates and prices in the Bill of Quantities submitted by the bidder. The bidder shall fill in prices for all items of the Works described in the Bill of Quantities. Items against which no rate or price is entered by the bidder will not be paid for when executed and shall be deemed covered by the rates for other items and prices in the Bill of Quantities. Currency of the Bid and Payments The currency of the Bid and payment for works executed shall be in United States Dollars (USD). Filling and Signing of the Bid The bidder shall fill all the information requested in the bid documents. If additional pages are required, the same can be inserted and paged accordingly. All the information shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized to sign on behalf of the bidder. All pages of the bid where entries or amendments have been made shall be initialed by the person or persons signing the bid. Submission of Bids Bids will be submitted in sealed envelopes for the financial and technical proposals and if possible an electronic copy of the BOQ sent by email and submitted in CD/DVD drive or USB drive. The BOQ should be filled and sent electronically to the email tenderbox.nairobi@somtisplus.com as an unlocked format in both Microsoft Excel and PDF formats. The subject of the email should read TIS+ BOQ AFMADOW WOMENS MARKET CONSTRUCTION NAME OF ORGANIZATION. The filled Bid documents should be sealed in two (2) envelopes and deposited to the location designated in the Invitation to Bid before the expiry of the deadline for submission of Bids. The first envelope shall be marked TECHNICAL PROPOSAL, while the second envelope shall be marked FINANCIAL PROPOSAL. The two envelopes will be inserted in an outer envelope that will be marked as: TRANSITION INITIATIVES FOR STABILIZATION PLUS TIS+ Somalia Afmadow DCs Office. Lower Juba, JSS Somalia RFP# TIS+/JSS/016/2016 DUE: 4 October 2016, 4:00 pm (East African Time) Bid Validity The Bid shall remain valid for a period of 90 days from the date of. Bidders may not alter their bids after submission. mailto:tenderbox.nairobi@somtisplus.comLocation Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Bid Opening Opening of the Bids shall be presided over by the members of the Bid Committee (a quorum will consist of three people, including a TIS+ Engineer and a community representative). The committee also welcomes ALL bidders to be present but it is not required, along with the presence of representatives from the Afmadow Womens Market and Afmadow Community. The Bids will be opened at the Afmadow DCs Office, Afmadow, Lower Juba, JSS Somalia in the presence of bidders designated representatives who choose to attend, at the time, date, and location stipulated in the Invitation to Bid. The bidders representatives who are present shall sign a register evidencing their attendance (Bid Opening Attendance Sheet). The name of bidder, amount in words and amount figures for each bid is to be read out and recorded together with other pertinent information as will be determined by the Bid Committee. Process to be Confidential Information relating to the examination, clarification, evaluation, and comparison of bids, and recommendations for the award of a contract, shall NOT be disclosed to bidders or any other persons not officially concerned with such process until the award to the successful bidder has been announced. Any effort by a bidder to influence the Bid Committees processing of bids or award decisions may result in the rejection of the bidders bid. Clarification of Bids and Contacting the Employer To assist in the examination, evaluation, and comparison of bids, the Bid Committee may, at its discretion, ask any bidder for clarification of its bid, including breakdowns of unit rates. The request for clarification and the response shall be in writing, but no change in the price or substance of the bid shall be sought, offered, or permitted except as required to confirm the correction of arithmetic errors discovered by the Bid Committee in the evaluation of the bids. Evaluation of Bids The Bid Committee will check the tenders to ensure that they contain no amendment to the terms or any other arithmetic errors. Technical Evaluation: The offers will first be evaluated on technical merits. The technical evaluation assesses the capacity of the company on the basis of submitted technical documents. Points will be allocated to a maximum indicated in the table below. If a company gains less than 70 points (out of 100), it will not be taken into consideration for financial evaluation. Schedule Category (Office Use only) Technical Max Points Pass / Fail Points S1 Past Performance and Reference List 33 0 0 Number of Projects Completed through the defect and liability period in the last 5 years 13 Experience with projects of a value similar to or higher than the solicited project 10 Number of References Provided 10 S2 List of Key Personnel 18 0 0 Director Bachelor Degree in Business Administration or similar from a reputable university 1 Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market 5 years of work experience 1 More than 4 years experience in construction management in Somalia 3 Project Manager/ Engineer Bachelor Degree in Civil Engineering or Construction from a reputable university 2 5 years of work experience 1 More than 4 years experience in Construction in Somalia 2 Site Engineer/ Quantity Surveyor Bachelor Degree in either Civil Engineering, Quantity Surveying or Building Economics from a reputable university 1 5 years of work experience 1 More than 4 years experience in Construction in Somalia 2 Foreman Certificate in Construction management from a reputable institute 1 5 years of work experience 1 More than 4 years experience in Construction in Somalia 2 S3 Number of Laborers 5 0 0 Percentage of women laborers and the approach to use of women in the project 3 Number of semi-skilled and skilled labors proposed for the project - list skills and level of effort needed 2 S4 List of Equipment 7 0 0 Concrete Mixer 1 Vibrator 1 4x4 Pickup vehicles 1 Scaffolding 1 Ladders 1 Wheel Barrows 1 Brick Cutter 1 S5 Methodology 37 0 0 Proposed Work Plan and Schedule of Activities 12 Gannt Chart 3 Reporting and Recording Systems - including environmental monitoring 11 Quality Assurance Plan 11 TOTAL MARKS 100 Financial Evaluation: The financial evaluation is based on the cost of work given in the tender. The bids with a score of 70 or more shall be checked for any arithmetic errors and corrections made as follows: Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market i) Where there is a discrepancy between the amounts in figures and words, the amount in words will govern; ii) Where there is a discrepancy between the unit rate and the line item total derived from multiplying the unit rate by the quantity, the unit rate as quoted will govern unless in the opinion of the Bid Committee, there is an obviously gross misplacement of the decimal point in the unit rate, in which case the line item total as quoted will govern and the unit rate will be corrected; If a bidder refuses to accept the correction, their bid will be rejected. Award The Bid Committee will recommend a bidder whose bid has been determined to be substantially responsive to the bidding documents. TIS+ shall then notify the successful bidder in writing that his Bid has been accepted before the expiry of the period of Bid validity. The Letter of Acceptance sent to the Contractor shall state the sum payable to the Contractor for execution, completion and maintenance of Works as per the Bid. TIS+ shall then send the Contract Agreement to be signed by the selected Contractor. The Contractor should return the signed Contract Agreement within seven days of receiving the Contract. TIS+ reserves the right not to notify bidders if their offers were unsuccessful. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Qualification Summary 1. Company Information Name of Company Physical Address Town/City Telephone Fax E-mail Legal status (Copy of Certificate of Incorporation) Name of Managing Director Value of construction contract from previous/last year _______________________________ Signature of Contractor _______________________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market 2. Key Site Staff (CV and Certificates Must be attached) # Key Site Staff 1 Name: Title/ Position: Description of Qualification: 2 Name: Title/ Position: Description of Qualification: 3 Name: Title/ Position: Description of Qualification: Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market 4 Name: Title/ Position: Description of Qualification: 5 Name: Title/ Position: Description of Qualification: ______________________________ Signature of Contractor ____________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market 3. List of Equipment If a bidder indicates that they own the equipment, then all the details in the form must be filled. If hired, the details requested may not be known and maybe omitted. Bidder must attach proof of lease or ownership. # Equipment Name Model Year of manufacture # allocated for the project Owned/Hired 1 2 3 4 5 6 7 We hereby certify that notwithstanding the list of equipment detailed above, we will provide sufficient, suitable and adequate equipment in good working order for the successful completion of works. ______________________________ Signature of Contractor ____________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market _______________________________ Signature of Contractor ______________________________ Date 4. List of relevant construction works for the last five (5) years with certificates of completion attached The bidder is to list in chronological order the projects undertaken in the last five years, their value and the clients name and address. # Project Name Date Completed Contract Sum (USD) Clients Name and Address 1 2 3 4 5 6 TOTAL ______________________________ Signature of Contractor ____________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 14 of 38 5. Value of the works currently under contract (Ongoing Works) The bidder is to list the construction projects which he is currently executing, their value and the expected completion date. # Project Name Date Completed Contract Sum (USD) Clients Name and Address 1 2 3 4 5 6 TOTAL ______________________________ Signature of Contractor ____________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 15 of 38 6. List of Local Laborers to be deployed The bidder having worked a detailed methodology should have a clear view of the amount of labor effort required in completion of the works. It is recommended to use local labor as far as practicable in the works and additional scores will be obtained on use of female labor. # Activity No. of local labor to be deployed Male Female 1 2 3 4 5 6 7 ______________________________ Signature of Contractor ____________________ Date Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 16 of 38 Program of Works The bidder shall break down their tasks and prepare a detailed resource based program of works on a gant chart to ensure completion within the stated time frame in the format shown below. Note, the below is only a sample and the bidder is required to prepare his program and attach here. # ACTIVITY DURATION (WEEKS) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 17 of 38 Certificate of Bidders Visit to Site This is to certify that 28 (Name/s): _____________________________________________________________ Being the authorized representative(s) of (Name of Bidder): ___________________________________ Participated in the organized visit to the works site for the above named project, held on ________________ (date) Signed: _________________________________________________ (Bid Committee Member) _________________________________________________ (Name of Bid Committee Member) Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 18 of 38 Bank Details for Payments This is to certify that my account holder is Name of Bank: ______________________________________________________________________ Address of Bank: ____________________________________________________________________ Account Name: _____________________________________________________________________ Account Number: ___________________________________________________________________ Bank Branch: _______________________________________________________________________ and it will serve me during the project execution period. Date: _______________________________ Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 19 of 38 Specifications Builders Works The works shall involve the construction of Afmadow Womens Market as detailed in the drawing and outlined in the BOQ. 30 The Contractor shall construct the building as shown on the designs and drawings in conformity with the Specifications. The Contractor shall at all times use the best available materials and use only suitable construction methods. 1. Damp Proof Membranes A bituminous damp proof layer shall be inserted in the walls in accordance with the drawings and shall be a bitumen impregnated fiber complying with BS 743. Before application of the DPC, all surfaces must be clean and free from dust, dirt, grease and loose material. Bituminous damp proof courses (DPC) shall be laid with laps of not less than 75 mm and embedded solidly in cement mortar and with the exposed edges pointed. A polythene vapor barrier shall be laid on the blinding to all floors which shall first be screed with 25 mm thickness of fine sand or as detailed in the Drawings. 2. Cement Mortar Cement mortar for blockwork, masonry, rendering, tiling, screeding, pitching and jointing shall consist of Ordinary Portland Cement and natural sand mixed by hand or an approved mechanical mixer in the proportions by volume of one-part cement to four parts sand. The cement and sand shall first be mixed dry until the cement color can no longer be distinguished from the sand in any part of the mass and the whole shall then be uniformly wetted by approved means while undergoing further mixing. The water content shall just be sufficient to ensure a dense mortar of still consistency and adequate workability to permit troweling or floating into place. Mortar shall be prepared and used in such quantities that no more than 20 minutes shall elapse between first wetting and its completed use. Under no circumstance shall any mortar that has stiffened by commencing to set be used. Fresh mortar shall not be mixed with mortar prepared earlier and all batches shall be used entirely separately. Sand for cement mortar to be used for external renderings and internal plastering with lime and Portland cement shall comply with BS 119. Sand for cement mortar for all other purposes (plain and reinforced brickwork, block-walling, masonry etc.) shall comply with BS 1200. It should be well graded siliceous sand of good, sharp, hard quality. It shall be free from lumps of stone, earth, loam, dust, slat, organic matter and any other deleterious substance. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 20 of 38 3. Concrete Works Reinforcement: All reinforcement used in the works shall comply with the following specifications: - Mild Steel bars - BS4449 Hot rolled steel bars - High tensile bars BS4461 cold twisted steel bars - Steel Fabric BS4483 At the time of fixing, all reinforcement shall be free from oil, painting, grease, dust and scale or any other coating which would destroy the bond with the concrete. The site supervisor is to approve the fixed reinforcement before commencement of concreting. Cover to Reinforcement: To ensure the cover to reinforcement is attained, spacer blocks shall be cast, of mix 1: 3 cement sand, and used between the reinforcement, the bottoms and sides of the formwork. Tolerance for the cover shall be kept within + or 3mm from the specified cover. Aggregates: The aggregates used for the works shall comply with BS882. The aggregates shall be free from dust, decomposed material, clay, earthy matter, friable, thin or laminated materials. Fine aggregates shall be of approved clean river sand Coarse aggregates for graded concrete shall be of 20 mm to 5 mm nominal size while those of mass concrete shall be up to 40 mm. Aggregates of rounded shape or otherwise capable of procuring a concrete of good workability with the minimum addition of water shall be preferred. The combined grading of aggregates shall be a smooth curve approximately parallel to the grading envelope limits given in the below table. Percentage by weight passing sieve Sieve sizes 40 20 10 1 100 3/4 50 75 100 3/8 36 60 45 75 100 3/16 24 - 47 30 48 30 75 No. 7 18 - 38 23 42 20 60 No. 14 12 30 16 34 16 46 No. 25 7 - 23 9 27 4 20 No. 52 3 15 2 12 4 20 No. 100 0 15 0 2 0 6 Water: Water for use in concrete shall be of drinkable quality free from humus, acid, chemicals, salts or other matter that may be harmful to the concrete. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 21 of 38 Cement: Cement shall be Ordinary Portland Cement complying with BS 12. The cement shall be stored in a water proof shed on a raised wooden platform. The store shall be provided by the Contractor and shall be properly roofed and perfectly water tight. It shall have a dry wooden floor above ground level with an air space at least 150 mm below it. The cement shall be used, as far as possible, in the order in which it has been delivered and put into store. Formwork: Forms, Formwork or shuttering shall include all temporary molds for forming the concrete to the required shape, together with all temporary construction such as falsework, props and struts required for the support of such molds, together with any special lining that may be required to produce a special concrete finish. Wrot or Wrought formwork or shuttering shall mean formwork where the internal timber face in contact with the concrete is planed smooth, and the contractor is to take particular care with the surface of the shuttering, and with the floating of unshuttered surfaces, it being the intention that a very smooth face will result when the shuttering is struck. Unwrot formwork or shuttering shall mean formwork when the internal timber face in contact with the concrete is left as sawn. All formwork shall be substantially and rigidly constructed of timber, steel, pre- cast concrete or other approved material and shall be true to the shape, line, level and dimensions shown on the drawings. Timber shall be well seasoned, free from loose knots. Faces in contact with concrete shall be free from adhering grout, projecting nails, splits or other defects that will mark the concrete surface and shall be coated with an approved type of oil before it is fixed in position. Immediately before concreting, the formwork shall be watered thoroughly and washed out to remove sawdust, shavings or other rubbish. Where the appearance of the concrete face is important, the position and direction of the joints shall be directed. Connections between formwork elements shall be constructed to allow for easy removal of the formwork, and shall be either nailed, screwed, bolted, clamped, braced and shall have sufficient strength to retain the correct shape and line during compaction of the concrete. Fillet strips shall be fixed in the formwork to form a 20 mm x 20 mm chamfer on all external corners of the concrete. The cost of the same shall not be paid separately but shall be assumed to have been included in the formwork rates. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 22 of 38 Removal of forms: Forms shall be removed in such a manner as will not injure the concrete, and no formwork shall be removed before the concrete has sufficiently set and hardened. The minimum periods between the placement and removal of formwork for the various parts of the structure is tabulated below. Compliance with these requirements shall not relieve the Contractor of his obligation to delay the removal of the forms if the concrete shall not set sufficiently. Structure Duration to remove form Side beams, wall, columns 2 days Soffit of slabs 12 days Soffit of beams under 6m span 16 days Soffit of beams over 6m span 16 days, plus 1 day per 0.6m in excess of 6m with max of 28 days The rates for formwork shall include for all timber metal molds inclusive of all necessary supports and stagings, bolts, nuts, straps, clamps, wedges and other fittings, also all cutting and waste and the cost of all labor transport and materials in making erecting and removing the formwork and for any other work required to construct the forms to the shapes and dimensions shown on the drawings, or as directed by the site supervisor. Concrete mixes: In order to ensure adequate durability of the finished concrete while at the same time limiting the shrinkage characteristics, the following limits shall be observed. Concrete grade Trial Mix Max size of Coarse aggregate Min. cement content Max cement content Max. Water/Cement Ratio 10N/mm2 1:4:8 40mm 210kg/m3 0.6 15N/mm2 1:3:6 40mm 252kg/m3 356kg/m3 0.6 20N/mm2 1:2:4 20mm 296kg/m3 415kg/m3 0.55 25N/mm2 1:1 : 3 20mm 341kg/m3 475kg/m3 0.5 Batching: Batching of the aggregates and cement shall be by weight while the water shall be proportioned by volume. Volume batching of aggregates may be used when weigh-batching is not possible, but volume batching of cement will in no case be accepted. The weight of coarse and fine aggregates in each batch shall be computed such that whole number of bags of cement is used and the use of cement from broken bags will not be permitted. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 23 of 38 Mixing: Mixing shall be done in power-driven concrete mixers for all classes of concrete except that small batches of class 10 and class 15 may by mixed by hand with the approval of the site supervisor. When using mechanical mixer, the dry materials shall be mixed in the mixer until a uniform color is obtained after which the gauged quantity of water shall be gradually added. After all the water has been added, the mixer shall continue to mix for a period of not less than two minutes. Upon completion of mixing of a particular batch, the mixer drum shall be completely emptied before fresh batch is placed therein. If the mixer is out of operation for 20 minutes, the concrete therein shall be considered defective and the Contractor shall remove and dispose of the same at his cost. When small quantities of concrete are to be mixed, the site supervisor may approve hand mixing. When hand mixing is employed, the cement content for all mixes shall be increased by 10% at the Contractor cost. When hand mixing is used, the fine aggregates shall first be mixed with cement until a uniform color is obtained before the coarse aggregates can be added after which the constituent materials are to be mixed again dry before application of water. The minimum amount of water to ensure workability of the mix is to be added during hand mixing Transport and placing: Concrete shall be transported in water-tight containers in a manner which will avoid the segregation of the constituent materials. Before placement of the concrete, the site supervisor shall approve the formwork and reinforcement. Approval of the formwork does not however release the Contractor from his obligation to provide firm formwork capable of supporting the fresh concrete without deformation or failure. The time elapsing between the initial mixing of the concrete and finally placing in the works shall not exceed 30 minutes when Portland Cement is used. Concrete remaining unplaced at the end of this period shall not be placed in the work, but shall be removed from the site and disposed off at the Contractors expense. Concrete shall not be dropped through a height exceeding 1.5m and special methods shall be used for placing concrete in excess of 1.5m such as tremmie, chutes. A competent still fixer shall be present on site during the placing and compaction of concrete to ensure that the reinforcement remains in place and to make any corrections before the placing and compaction of the concrete. Proper bridging arrangements for traffic over reinforcement shall be provided so that the reinforcement is not distorted, damaged or displaced. Compaction: All concrete shall be compacted mechanically, except when agreed with the site supervisor that small areas may otherwise be compacted. The concrete shall be compacted using internal poker vibrator. The vibrator shall not be attached to the reinforcement and care shall be taken to avoid contact. When internal vibrators are used, they shall be withdrawn immediately water or a thin film Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 24 of 38 of mortar begins to appear on the surface of the concrete. Withdrawal shall be carried out slowly to avoid cavitations. The concrete shall be worked well around the reinforcement, joints and corners of forms. Curing: Curing shall commence as soon as the concrete has hardened sufficiently. All exposed concrete surfaces shall be cured for a period of seven days by covering them with a layer of sand, Hessian, canvas or other approved material kept damp. Concrete shall be protected from the sun, wind, heavy rains and flowing water for at least 3 days after placing. 4. Painting Colors of Paints: The priming, undercoats and finishing coats shall each be of different tints, the printing and undercoats shall be the correct brands and tints to suit the respective finishing coats, in accordance with the manufacturers instructions. All finishing coats shall be of the colors and types specified by TIS+. Preparation prior to painting: The Contractor shall include for the preparation of surfaces, rubbing-down between each coat, stopping, knotting and all other works necessary to obtain a first class finish. The floors and other fittings shall be covered up with dust sheets when carrying out the painting works. Paint splashes, spots and stains shall be removed from floors, wood work etc. and the same left clean and perfect upon completion of the painting works. Paint treatment: # Structure to be Painted Description of Paint W ork 1 Fiberboard Ceiling Three coats distemper 2 Plastered Walls 3 coats plastic emulsion internally 2 coats exterior water paint 3 Metal work Prime and paint one undercoat and two finishing coats gloss paint. 4 Galvanized Corrugated Two coats of approved Iron roofing paint 5 Woodwork Knot, prime, stop and paint one undercoat and two finishing coats gloss paint 5. Electrical Works Earthing: This shall include excavation of earth pit, earth electrode (pipe/plate), earth leads up to ground level, chamber with cover, excavation refilling with charcoal and salt etc. Cables: All cable shall be PVC insulated, sheathed end steel armored with an outer PVC protective sheath. Cables shall have high conductivity stranded copper conductors and cores shall be color coded as per the British Standards. All cables Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 25 of 38 shall be without any kinks or visible damage. All cables shall be properly terminated with glands, tinned copper lugs and cables identification tags and shall be properly crimped or soldered with lugs as directed. All the indoor cables shall be laid on walls, ceilings, inside shafts, with suitable supports. Distance between supports shall not be more than 500 mm. Cables shall be laid indoors by using 3 mm thick M.S. spacers with G.I. saddles and screws. Wires: All wires shall be PVC insulated single core copper or aluminum as specified and shall be any 660 volts grade. Wires of single strand are permissible up to 2.5 sq. mm size. Beyond this size wires with stranded conductors only should be used. All wiring termination shall be with crimped lugs except in case of termination on piano type switches and piano type sockets outlets. Conduits buried in concrete structure shall be put in position and securely fastened to the reinforcement and approved by the site supervisor before the concrete is poured. Proper care shall be taken to ensure that the conduits are neither dislocated nor chocked at the time of pouring the concrete. Suitable fish wires shall be drawn in all conduits before they are embedded. No conduit shall be buried in concrete or plastered unless the work has been inspected and approved by the site supervisor. 6. Fixtures and Fittings Fluorescent Light Fittings: All fixtures shall be complete with accessories and fixing necessary for Installation completed in all respects. Fixtures connected to emergency lighting systems shall have distinct red markings. Fixtures shall be installed at mounting heights as detailed on the drawings or instructed by the site supervisor. Fixtures and/or fixture outlets boxes shall be provided with hangars to adequately support the weight of the fixture. Lamps shall be supplied and installed in all lighting fixtures provided under this contract. Lamps used for temporary lighting service shall not be used in the final lamping of fixtures. Rates quoted against light fittings shall include for the complete light fittings, control gear, bulb etc. all complete in factory wired and assembled condition. Rate shall also include for fixing arrangement for the fittings and control gear. Fans, Regulators and Clamps: Ceiling fans including their suspension shall be equipped with secondary safety device against free fall of fans from their hooks. All ceiling fans shall be wired to ceiling roses or to special connector boxes and suspended from hooks or shackles. There shall be no joints in the suspension rod. For concrete roofs, ceiling fans hooks shall be buried in the concrete during construction. Fan hooks made of M.S. rods of 15 mm diameter shaped in U form with their legs projecting horizontally on the top at least 190 mm on either side and tied over the top reinforcement of the roof shall be laid in the concrete slabs. The suspension arrangement for the fans shall be so designed that the fans canopies shall completely hide suspension Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 26 of 38 element. Circuit Breakers: Circuit breakers shall preferably be air break horizontal type fully interlocked and meeting the requirements of BS 3659. Breakers shall be rated for a medium voltage of 240V and rated full load amperes as indicated on drawings. Breakers shall be capable of making and breaking system short circuits. Breakers shall be manually operated complete with panel operating handle, isolating plug with safety shutters, mechanical ON/OFF indicator, silver plated arcing and main contact arc chutes and trip free operation. Point Wiring: Point wiring shall include all works necessary for complete wiring of a switch circuit of any length from the tapping point on the distribution circuit to the following through the switch. a) Ceiling rose or connector (in the case of ceiling fan point). b) Ceiling rose (in the case of pendant except stiff pendant point). c) Back plate (in the case of stiff pendants and fittings with down rods) d) Socket and Outlets (in the case of socket outlets points) e) Lamp Holder (in the case of wall brackets, batten points, bulk head f) and similar fittings). g) Call Bell/ Buzzer The following shall be deemed to be included in the point wiring: a) Switch. b) Ceiling rose or connector as required c) Any special and suitable M. S. box for neatly housing the connector and covering the fan hook in case of fan point. d) Bushed conduit or porcelain where cable pass through walls, floors etc. e) Earth wire from the distribution boards to all current carrying apparatus through switch boards, M. S. Boxes etc. f) All metal blocks, boards, covers and M. S. Boxes, sunk or surface mounted including those required for mounting fan regulators but excluding those for fixing the distribution switch boards. g) All fixing accessories such as clips, nails, screws, phil plug, rawl plug etc. as required. h) Connection to ceiling rose, connector socket outlets, Lamp holders, switch, fan regulator etc. i) Looping in the same switch board and inter connections between points on the same circuit. System of Wiring: Power wiring shall be kept separate and distinct from lighting and fan wiring. All conductors shall run as far as possible along the walls and ceiling so as to be Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 27 of 38 easily accessible and capable of being thoroughly inspected. In all types of wiring due consideration shall be given for neatness, good appearance and safety. Rating of lamps, fans, sockets etc.: For the purposes of connected load calculations, incandescent installations for residential and non-residential building shall be rated at 100 W. Table fans shall be rated at 50/60W. 5 Amp socket outlet point and 15 Amp socket outlet point shall be rated at 100W and 1000W respectively, unless the actual values of loads are known or specified. Switch Boards: Metal clad switch gear shall be mounted on wall, columns etc. by suitable mechanical means so as to ensure firm mechanical supports. Hinged type boards shall consist of a box made of sheet metal clad, switch gear, distribution boards etc. Hinged metal boards shall consist of a box made of sheet metal of 6 SWG gauge thick and shall be provided with hinged cover to enable the board to be swung open for the examination of the wiring at the back. All wires passing through metal boards shall be bushed. No apparatus shall project beyond any edge of the panel. No fuse body shall be mounted within 25 mm of any edge of the panel. Wall chasing for conduits: The chase in the wall shall be neatly made and of ample dimensions to permit the flexing of conduit pipe in an approved manner. In case of building under construction, conduit shall be buried in the wall before plastering and shall be finished neatly after erection of conduit. In case of exposed brick masonry work, special care shall be taken to fix the conduit and accessories in position along with the building work. In case of new construction, the scope of work under the electrical contractor shall be responsible for providing chase in the wall, fixing up the conduits and finishing of the wall complete. Fixing of conduit in case: The conduit pipe shall be fixed by means of staples or by means of saddles not more than 600 mm apart. Fixing of standard bends or elbows shall be avoided as far as possible and all curves maintained by bending conduit pipe itself with long radius which will permit easy drawing of conductors. Conduits buried in concrete structure shall be put in position and securely fastened to the reinforcement to the approval of the site supervisor before the concrete is poured. Proper care shall be taken to ensure that the conduits are neither dislocated nor chocked at the time of pouring the concrete. Suitable fish wires shall be drawn in all conduits before they are embedded. No conduit shall be buried in concrete or plastered unless the work has been inspected and approved by the site supervisor. 7. Masonry/ Blockwork Precast concrete blocks for blockwork shall be solid blocks or hollow blocks manufactured from ordinary Portland cement and aggregates. All blocks shall be manufactured mechanically by compression and vibration. The mix used shall not be richer than one-part Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 28 of 38 cement to six parts of combined fine and coarse aggregates by volume. Blocks shall be dried for 24-hour after which curing shall start and continue for a period of not less than 10 days. The blocks shall then by carefully handled and stacked protected from rain by a cover and in such a way that air circulates around them. The blocks shall not be laid before 28 days after casting. All blockwork shall be bonded pointed and uniformly bedded in true horizontal coursed in cement mortar and built true to line and profile. Blockwork shall be carried up evenly and in regular stages and no part shall be raised more than 1m above any other part of the work at any time. All blocks shall be well soaked before use and the top of unfinished walls wetted before work re-commences. Courses shall be properly leveled and perpendicular joints, quoins, jambs and angles shall be plumbed as the work proceeds. Blockwork which is not to be rendered shall be finished with a fair face and the blocks shall be selected for even texture and unmarked faces, regular shape and square unbroken arises. The blockwork shall be pointed as the work proceeds with a neat joint to approval. Where blockwork is to be rendered, the joint shall be raked out 12 mm deep as the work proceeds to form an adequate key. Blockwork shall be bonded to concrete columns and walls by approved galvanized metal ties, 25 mm wide and 3mm thick cast into the concrete and spaced at alternate courses and extending not less than 300 mm into the block joints. This shall then be lapped to run throughout the length of the blockwork course. Masonry shall be constructed from approved hard durable stone laid to bond. The stones shall be rough dressed so that the beds and sides are roughly perpendicular to the exposed face of the wall. The joints shall be 12 mm thick on average and completely filled with mortar. The face of the work shall be true to profile and the joints shall be neatly pointed in mortar. Where the walls are to be rendered, the joints shall be raked out to a depth of 12 mm to form a key. All walling of 300 mm thickness or less shall be built in single thickness of blocks or stone. The stones shall be properly bonded together and in such manner that no vertical joint in any one course shall be within 125 mm approximately of a similar joint in the courses immediately above or below. The masonry walling shall be reinforced with hoop iron at every alternate course. This shall be in form of galvanized metal 25 mm wide and 3mm thick. This shall be in the form of a roll spread centrally over the running joints, for the full length of the wall and lapped and crimped 300 mm at running joints and full width of walls at angles and intersections. 8. Hardcore Hardcore: Hardcore shall be sound hard stone, rock or broken concrete not less than 100 mm in size unless otherwise directed. Sufficient but not excessive blinding material of smaller sizes may be permitted at the discretion of the site supervisor. 9. Timber All timber shall be reasonably free from sap, shakes, large loose or dead knots, wane edged or other defects and shall be dry and properly seasoned, with maximum 15% moisture content for joinery work and 18% moisture content for carpentry. All carpentry work shall be left with sawn surface except where particularly specified to be wrought. All structural timber used in the works shall be treated with an approved Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 29 of 38 preservative. Sizes and thickness of wrot carpentry and joinery are nominal i.e. 3mm reduction off specified sizes will be allowed for each wrot face, except where described as finished sizes in which case no reduction from the stated thickness or size will be permitted. Timbers shall be in long length and warped timber will not be permitted. Where joints are unavoidable in beams or purlins, they shall be properly scarfed and bolted and where practicable be placed at points of support. Scarfs unless otherwise directed shall be of a length equal to twice the depth of element, provided that the adjacent timber are continuous. Doors: The rate for the door shall include for hardwood frame, architraves, 3 lever lock, 3No. hinges, and all door furniture. All frames shall be securely fixed to reveals by means of galvanized wrought iron clamps 25 mm x 3 mm x 300 mm long split and caulked for building into joints and bent and screwed to backs of frames and with flanged and built 225 mm into joints of walling, three cramps to each side frame of each door. The clamps shall not be more than 750 mm apart commencing at 20mm above the bottom of the frame. Wall plates shall be secured by clamps as the doors but the clamps shall be spaced at 1200 mm centers. Solid Doors: All solid doors shall be in hardwood timber unless otherwise specified in the drawings and BOQ. The doors shall be framed, ledged and braced, 50 mm thick, 838 x 2100 mm overall or to sizes specified on the drawings and shall consist of 101.6 x 50.8 mm (4x2) stiles and top rail, 228.6 x 25.4 mm (10x1) lock and bottom rails and 101.6 x 25.4 mm (4x1) diagonal braces filled in with 25.4 mm tongued grooved and V jointed both sides boarding in matched widths and shall include chamfer on edge of stiles and adjacent boarding to form V joint. Flush doors: Where specified, the flush doors shall be 45 mm thick consisting of a 60 x 45 mm hardwood frame braced with 35x35mm soft wood cross battens at 65mm centers and faced on both sides with 4mm thick plywood all glued with an approved adhesive. Architraves: The finishing to door frames to all doors shall consist of 76.2x19mm splayed architraves plugged to walling and measured at all angles. Where the door frame is set against the face of the wall or where there is insufficient room for architrave, the finishing shall consist of 19mm quadrant molding planted on the frame. The architrave shall be in hardwood timber. Brandering: The brandering shall be 50x50mm fixed to and level with the underside of ceiling joints at 600mm centres maximum in both directions. The Contractor shall include for cutting and fittings at trusses. The brandering timber shall be cypress or other equal and approved. Ceilings: Ceilings to all rooms shall be formed of approved insulation board not less than 12.5mm thick. Unless otherwise specified, the ceiling type shall be Celotex acoustical ceiling, white in color with a noise reduction coefficient of 0.45 and a light reflectance coefficient of 0.82. It shall be supplied in panels of 24x 24 (600x600mm). Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 30 of 38 Terms and Conditions of Award The subcontract award will include, but not be limited to, the following provisions: TYPE OF SUBCONTRACT This is a Firm Fixed Price subcontract. This fixed price includes, but is not necessarily limited to, all of the Subcontractors labor, supervision, insurance, transportation, fuel, oil, materials, tools, equipment, transport, loading and offloading, handling, maintenance, testing, taxes, quality control, security, waste removal and other obligations to which the Subcontractor may be entitled as well as the entire and indirect costs, such as overhead, transportation, and profit. The total sum cannot be exceeded. The subcontractor shall bear the financial responsibility for any fines, fees, penalties, or corrective costs that result as a consequence of the subcontractors failure to meet the EPA, MCC, National, County, or other city regulations concerning demolition and disposal in a manner consistent with the terms of this subcontract. Any fines, fees, penalties, or corrective costs that are not paid by the Subcontractor directly, shall be deducted from the final contract value. LIQUIDATED DAMAGES The liquidated damages for delays in the completion of works shall be USD$ 1,000 for each of the project payment milestones. The maximum value of liquidated damages is based on the preceding project payment milestones each at USD$ 1,000 per payment milestone. In the event that the Subcontractor does not complete the Works within 15 days following the end of the completion period of the Subcontract then the Performance Penalty (found in the Contract Data) shall be levied beyond this period of 15 days shall be deducted from the final payment until the Works is authorized as completed by the Community Representative, TIS+ Engineer and TIS+ COP. The said sum shall be payable by the sole fact of the delay without the need for any previous notice or any legal proceedings, or proof of damage, which shall in all cases be considered as ascertainable. INSURANCE The Subcontractor agrees to maintain liability insurance as required and customary in the construction industry and as stated in this provision. Adequate liability insurance shall be maintained for all construction personnel and equipment during the entire period of performance of this Subcontract. Such insurance will protect the Subcontractor and its employees, TIS+ and USAID from the following claims which may arise out of or result from its operations hereunder (whether by itself, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable): claims under workmen's compensation, disability benefit and other similar employee benefit acts; claims for damages because of bodily injury, occupational sickness or disease, or death, of its employees or any other person; claims which are sustained by any person as a result of the actions of the Subcontractor or by any other person; and claims for damages because of injury to or destruction of tangible property, including loss of use. Specifically, insurance required under this Agreement shall include, with no war or hostile zone exclusions: Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 31 of 38 Insurance of the Works and Subcontractor's Equipment The Subcontractor shall purchase and maintain insurance to prevent against loss or damage and cover replacement of equipment deemed necessary to complete the Works. The insurance shall provide coverage for: a) The Works, together with materials and Plant for incorporation therein, to the full replacement cost b) An additional sum of 15 per cent of such replacement cost, to cover any additional costs of and incidental to the rectification of loss or damage including professional fees and the cost of demolishing and removing any part of the Works and of removing debris of whatsoever nature c) The Subcontractor's Equipment and other things brought onto the Site by the Subcontractor, for a sum sufficient to provide for their replacement at the Site. Delays in the Works due to loss or damage to construction equipment which is not insured are not considered excusable delays. Insurance Against Accident to Workmen TIS+ shall not be liable for or in respect of any damages or compensation payable to any workman or other person in the employment of the Subcontractor or any other subcontractor. The Subcontractor shall indemnify and keep indemnified TIS+ against all claims, proceedings, damages, cost, charges and expenses whatsoever in respect thereof or in relation thereto. The Subcontractor shall insure against such liability and shall continue such insurance during the whole of the time that any persons are employed by him on the Works. Provide that, in respect of any of any persons employed by any subcontractor, the Subcontractors obligations to insure as aforesaid under this clause shall be satisfied if the subcontractor shall have insured against liability in respect of such persons in such a manner that TIS+ is indemnified under the policy, but the Subcontractor shall require such subcontractor to produce to TIS+, when required, such policy of insurance and the receipt of the payment of the current premium. Third Party Insurance 50The Subcontractor shall, without limiting his or TIS+ obligations and responsibilities, insure, in the joint names of the Subcontractor and TIS+, against liabilities for death of or injury to any person (other than as provided in Clause 24 of FIDIC - The International Federation of Consulting Engineers) or loss of or damage to any property (other than as provided in Clause 24 of FIDIC) or loss of or damage to any property (other than the Works) arising out of the performance of the Subcontract, other than the exceptions defined in paragraphs (a), (b) and (c) of Sub- Clause 22.2. in FIDIC. Evidence of Insurance Prior to the start of the Works at the site, the Subcontractor shall furnish TIS+ with Certificates of Insurance as documentation that all insurance required herein has been effected. Each insurer must be reasonably acceptable to TIS+, and possess a minimum Best rating of A- VII (or equivalent rating agency in the country) and licensed to conduct business in all countries where this Subcontract shall apply. If requested, Subcontractor shall provide copies of receipts for the payment of the current Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 32 of 38 premium. It is specifically agreed that the types and amounts of insurance shall not limit Subcontractors liability to indemnify, defend, and hold TIS+ harmless. Subcontractor shall provide at least Thirty (30) days prior written notice of cancellation or material change in any insurance. INDEMNIFICATION The Subcontractor shall defend, indemnify, and hold harmless, TIS+, and TIS+s Client (USAID), agents, officers and directors, and employees, from and against any and all claims, liability, losses, cost or expenses, including attorney's fees, arising out of the acts, errors or omissions of the Subcontractor, its agents, officers and directors, employees, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. This indemnification obligation shall not be limited in any way by required, actual, or available insurance coverage. Specifically, in regard to damage to persons and property, the Subcontractor shall indemnify TIS+ and USAID against all losses and claims in respect of: (a) death of or injury to any person, or (b) loss of or damage to any property which may arise out of or in consequence of the execution and completion of the Works and the remedying of any defects therein, and against all claims, proceedings, damages, costs, charges and expenses whatsoever in respect thereof or in relation thereto. Likewise, TIS+ shall defend, indemnify, and hold harmless the Subcontractor and its agents, officers and directors, and employees from and against all claims, liability, losses, cost or expenses, including attorney's fees, arising out of the acts, errors or omissions of TIS+, its agents, officers and directors, employees, subcontractors, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. This indemnification obligation shall not be limited in any way by required, actual, or available insurance coverage. SPECIAL SUBCONTRACT PROVISIONS The following clauses are incorporated from the Prime Task Order and are applicable to this Subcontract: A.1 Authorized Geographic Code USAID has eligibility rules concerning goods and commodities, commodity-related services, and suppliers of goods and services (other than commodity-related services). These rules are set forth in 22 CFR 228 and Series 300 of USAID's Automated Directives System (ADS-300), which, as amended from time to time, are incorporated by reference as a part of this subcontract (see the clause entitled "Source, Origin, and Nationality Requirements" [AIDAR 752.225-70]). The authorized geographic code for procurement of goods and services under this subcontract is 935. Local procurement is authorized subject to the provisions of AIDAR 752.225-71, Local Procurement (FEB 1997). (a) Restricted Goods Pursuant to the clause of the subcontract entitled "Source, Origin, and Nationality Requirements" (AIDAR 752.225-70), the Subcontractor shall not purchase (or, for motor vehicles, take a long-term [i.e., six months or longer] lease for) restricted goods. Restricted goods are: (1) agricultural Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 33 of 38 commodities; (2) motor vehicles; (3) pharmaceuticals and contraceptive items; (4) pesticides; (5) fertilizers; (6) used equipment; and (7) U.S. Governmentowned excess property. The Subcontractor may not purchase restricted goods without advance written approval of the TIS+ COP, TIS+ Operations Manager, TIS+ Engineer Manager and USAID Contracting Officer. (b) Nationality, Source, and Cargo Preference In order to be eligible for USAID financing all goods and services provided by the Subcontractor under this subcontract shall have their nationality, source, and origin in those countries listed in USAID Geographic Code in effect on the date of acquisition and/or in ("Eligible Countries"). However, the source rule does not apply to goods owned by the Contractor prior to bid opening. 52Citizens of any country or area, and firms and organizations located in or organized under the laws of any country or area which is not included in USAID. Geographic Code 935 are ineligible for financing by USAID as suppliers of services or commodities or as agents acting in connection with the supply of services or commodities, except that non-U.S. citizens lawfully admitted for permanent residence in the United States are eligible regardless of such citizenship. ** See Attachment 2A in FIDIC and https://www.usaid.gov/sites/default/files/documents/1876/310.pdf for a list of countries in Geographic Codes 935. A.2 Executive Order on Terrorism Financing (AAPPD 02-04,Mar 2002) The Subcontractor/Recipient is reminded that U.S. Executive Orders and U.S. law prohibits transactions with, and the provision of resources and support to, individuals and organizations associated with terrorism. It is the legal responsibility of the Subcontractor/recipient to ensure compliance with these Executive Orders and laws. This provision must be included in all subcontracts/sub-awards issued under the Prime Contract. In addition to conducting a background check for any new personnel, Subcontractor agrees to conduct a search for the prospective employees name on the following site: http://www.treasury.gov/offices/enforcement/ofac/sdn/index.html A.3 Foreign Corrupt Practices Act In the performance of its obligations under this Agreement, Subcontractor, its officers, directors, agents and employees shall comply strictly with all applicable laws, regulations and orders including but not limited to the Foreign Corrupt Practices Act of the United States. Subcontractor hereby acknowledges and agrees that certain laws of the United States of America prohibit any person from making any payment of money or anything of value, directly or indirectly, to any government official, political party, or candidate for political office for the purpose of obtaining or retaining business. Subcontractor hereby represents and warrants that, in the performance of its obligations hereunder, it has not made or offered to make, and will not make or offer to make, any such proscribed payment. Any such practice will be grounds for cancelling the award of this contract and for such other additional actions, civil and/or criminal as may be applicable. 53 https://www.usaid.gov/sites/default/files/documents/1876/310.pdfhttp://www.treasury.gov/offices/enforcement/ofac/sdn/index.htmlLocation Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 34 of 38 A.4 USAID Disability Policy Acquisition (December 2004) (a) The objectives of the USAID Disability Policy are (1) to enhance the attainment of United States foreign assistance program goals by promoting the participation and equalization of opportunities of individuals with disabilities in USAID policy, country and sector strategies, activity designs and implementation; (2) to increase awareness of issues of people with disabilities both within USAID programs and in host countries; (3) to engage other U.S. government agencies, host country counterparts, governments, implementing organizations and other donors in fostering a climate of nondiscrimination against people with disabilities; and (4) to support international advocacy for people with disabilities. The full text of the policy paper can be found at the following website: http://www.usaid.gov/about/disability/DISABPOL.FIN.html. (b) USAID therefore requires that the Subcontractor not discriminate against people with disabilities in the implementation of USAID programs and that it make every effort to comply with the objectives of the USAID Disability Policy in performing this subcontract. To that end and within the scope of the subcontract, the Subcontractors actions must demonstrate a comprehensive and consistent approach for including men, women and children with disabilities. A.5 Anti-Trafficking (a) The U.S. Government is opposed to prostitution and related activities, which are inherently harmful and dehumanizing, and contribute to the phenomenon of trafficking in persons. None of the funds made available under this subcontract may be used to promote, support, or advocate the legalization or practice of prostitution. Nothing in the preceding sentence shall be construed to preclude assistance designed to ameliorate the suffering of, or health risks to, victims while they are being trafficked or after they are out of the situation that resulted from such victims being trafficked. (b) TIS+ may terminate this subcontract, without penalty, if the Subcontractor (i) engages in severe forms of trafficking in persons or has procured a commercial sex act during the period of time that the grant, subcontract, or cooperative agreement is in effect, or (ii) uses forced labor in the performance of the grant, subcontract, or cooperative agreement. A.6 Prohibition of Assistance to Drug Traffickers 54TIS+ reserves the right to terminate this Subcontract, to demand a refund, or take other appropriate measures if the Subcontractor is found to have been convicted of a narcotics offense or to have been engaged in drug trafficking as defined in 22 CFR Part 140 and ADS 206. http://www.usaid.gov/about/disability/DISABPOL.FIN.htmlLocation Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Page 35 of 38 SOMALIA CONDITIONS 1. Consistent with the September 10, 2009 memorandum from the Department of State (State) to the Department of Treasurys Office of Foreign Assets Control (OFAC), and with the September 16, 2009 memorandum from OFAC to State, both relating to State/USAID Somalia Programs (such memoranda attached hereto at Tab 1), the Company agrees that it and/or its implementing partners (including contractors, grantees, sub-contractors and sub-grantees) will not knowingly and voluntarily make payments or provide any other benefits to al Shabaab, or to entities controlled by al Shabaab, or to individuals acting on behalf of al Shabaab (collectively, excluded parties). Such prohibited payments or other benefits would include: a) Cash facilitation fees or other similar fees at roadblocks, ports, warehouses, airfields or other transit points to excluded parties; b) Purchases or procurement of goods or services from excluded parties; and c) Payments to al-Shabaab as the de facto municipal authority 2. The Company and its implementing partners (including contractors, grantees, sub-contractors and sub-grantees) agree to exercise enhanced due diligence when providing assistance to Somalia under this agreement to avoid the accidental, unintentional or incidental provision of such payments or benefits to excluded parties. 3. In the event that the Company or its implementing partners (including contractors, grantees, sub-contractors and sub-grantees) become aware that it made a payment or provided a benefit to excluded parties, the Company shall, in accordance with 22 CFR 226.51(f) and within ten days after becoming aware of such payment or provision of benefit, notify the Agreement Officer in writing, with a copy to the AOTR (Agreement Officer's Technical Representative), of such payment or provision of benefit. This notification shall include the following information: a) Factual descriptions of each such event; b) Amount of funds expended or other benefit provided for each event; c) Safeguards and procedures, including management and oversight systems, that were in place to help avoid the occurrence of such event; and d) Explanation of the reasons for each such payment or each such benefit provided, including whether it was made or provided knowingly, voluntarily, accidentally, unintentionally, incidentally, or forced. Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Bills of Quantities Preamble 1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, Conditions of Contract, Technical Specifications, Designs and Drawings. 2. The rates and prices bid in the Bill of Quantities should include all labor, supervision, materials, equipment, erection, maintenance, insurance, taxes, and duties, together with all general risks, liabilities, and obligations set out or implied in the Contract. 3. A rate or price shall be entered against each item in the Bill of Quantities, whether quantities are stated or not. The cost of Items against which the Contractor has failed to enter a rate or price shall be deemed to be covered by other rates and prices entered in the Bill of Quantities. 4. The whole cost of complying with the provisions of the Contract shall be included in the Items provided in the un-priced Bill of Quantities, and where no Items are provided, the cost shall be deemed to be distributed among the rates and prices entered for the related Items of Work. 5. General directions and descriptions of work and materials are not necessarily repeated nor summarized in the Bill of Quantities. References to the relevant sections of the Contract documentation shall be made before entering prices against each item in the Bill of Quantities. 6. The method of measurement of completed work for payment shall be in accordance with CESSM - Collaborative Evaluation of Semantic Similarity. Errors will be corrected by the Employer for any arithmetic errors in computation or summation as follows: Where there is a discrepancy between amounts in figures and in words, the amount in words will govern; and the total amount derived from the multiplication of the unit price and the quantity, the unit rate as quoted will govern, unless in the opinion of the Bid Committee, there is an obviously gross misplacement of the decimal point in the unit price, in which event the total amount as quoted will govern and the unit rate will be corrected.Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Bill of Quantities DETAILS OF COMPONENTCurrency: Project No:Project Title: Location: Tender No: Tender Title: Original Issue: Item Description of Work/Items Prj. Schedules Ref. Unit Qntty Rate Amnt USD GeneralPreliminariesA Pre-construction work, mobilisation activities L.sum 1B Post construction works and clean up. L.sum 1GeneralRequirementsC EMMP monitoring and reporting L.sum 1SUB STRUCTURESEarthwork schedulesDExcavation (any soil type) for foundation.This item includes all excavations, disposal and temporary support or shoring if needed. See drawing and schedule for details.CM 794EGround improvement under foundations. This includes supplying of filling materials and compacting the layers according to schedule and drawingsCM 794FSoil backfilling on RCC matt foundation up to ground level. This includes supplying of needed materials. See drawings and schedules for levels/dimensions and details.CM 794GGravel compaction, Class 2, at any places under the PCC shown inside the building or at sidewalk/ramp. This includes supplying of needed materials. See drawing and project schedules for dimensions and details.CM 162PROJECT: AFMADOW WOMEN MARKETGRANT NO. JSS 016MARKET HALL - BLOCK A3. Eventual claims for extra works are covered by project general documentation of contract.2. Quotation given by the contractor on this BOQ are to cover any and all additional materials, labor or 1. All bidders MUST examine the complete project documents. These documents include the Drawings, Afmadow Women MarketUS DollarsSomaliaNOTICETOALLBIDDERS-COMPLETEPROJECTPRICE:SUB TOTAL FOR GENERALHExtra Quantities from excavated materials of Gravel compaction, Class 2, at any places under the PCC shown inside the building or at sidewalk/ramp. This includes supplying of needed materials. See drawing and project schedules for dimensions and details.CM 108Item Description of Work/Items Unit Qntty Rate AmountConcretePlain concrete class 15/40 OR mix (1:4:8)I 50mm Thick blinding to strip foundations Sm 142J Ditto but to column bases Sm 146Anti-termite Treatment K Approved anti-termite chemical treatment to be applied as per specifications Sm 600Blinding L 50mm Thick approved quarry dust blinding to surfaces of hardcore Sm 600DPMM 1000 gauge polythene damp proof membrane Sm 600StructureConcrete-General;Non reinforced concrete,Reinforced concrete Concrete- Integral Finishes schedulesNOTE: Cost for concrete items in this section includes reinforcement, steel anchorage embedded in concrete(Foundations,Groundbeams,Column bases and beams), shuttering, concrete, concrete curing and all to the complete job.N200mm thick, RCC concrete,reinforced with A142 wiremesh. (20 Mpa) at the floor over the water-proofing layer. This item includes the stairs steps at the entrances and the ramps. CM 120ORCC concrete, 300mm thick, (20 Mpa) at the colum bases; reinforcements as per the drawing (all inclusive)CM 44PRCC concrete, 300mm thick, (20 Mpa) at the strip foundation, reinforcements as per the drawing (all inclusive)CM 43SUB-TOTAL FORWARDED TO NEXT PAGESUB-TOTAL BROUGHT FROM PREVIOUS PAGESUBTOTAL FOR SUBSTRUCTURESQRCC Columns, includes all columns (from -1.2 to +5) and supporting columns; reinforcements as per the drawing (all inclusive)CM 24RRCC (20 Mpa) beams. The items covers all beams-Ring beam 1No. Reinforcements as per the drawing (all inclusive)CM 20SRCC (20 Mpa) beams. The items covers all beams-Ring beam 1NO.Reinforcements as per the drawing (all inclusive)CM 20TRCC (20 Mpa) beams. The items covers all beams-Ring beam 1NO.Reinforcements as per the drawing (all inclusive)CM 11SUBTOTAL FOR CONCRETEItem Description of Work/Items Unit Qntty Rate AmountSUPERSTRUCTURE - WALLINGExternal WallsConcrete Hollow block walls, bedded, jointed and pointed in cement sand (1:3) mortar: flush vertical and horizontal joints :inU 200 mm Thick walls Sm 620Internal WallsConcrete Hollow block walls: bedded, jointed and pointed in cement sand (1:3) mortar: flush vertical and horizontal joints :inV 200 mm Thick walls Sm 440RoofingW Five Box profile 28 guage G.I sheets to engineers approval on timber purlins( m.s).SM 690X 300mm girth Ridge cap fixed to ends to match sheets LM 31Roofing trusses- light timber workSawn cypress: first grade: clean: pre-treated with wood preservative to engineers approval: including jointing and connections as necessaryAllow for hoisting trussess approx 6.0m high from ground levelY 150 x 50mm rafters LM 668Z 150 x 50mm: tie beam LM 530SUBTOTAL FOR WALLINGA1 150 x 50mm: king post LM 161B1 100 x 50mm: Struts and ties LM 910C1 100 x 50mm ridge piece L M 32D1 150 x 50mm Purlins LM 943E1 100 x 50 mm Wall plate: fixed to concrete or masonry with approved bolts at 1200mm c/c LM 123F1150x150mm PVC box gutter: fixed to fascia with and including steel flat brackets at 1200 mm (maximum) centres: holes for down pipes as necessary: closed endsLM 128Item Description of Work/Items Unit Qntty Rate AmountU.P.V.C Pipes, gutters and fittings to B.S. 4576 Part 1 (References to Terrain Product Handbook PH. 05)G1 150mm diameter UPVC rain water downpipe: holderbats at 1500 mm (maximum) centres LM 70H1 Ditto for 800 mm swan neck offset No 14I1 Ditto for shoe No 14Wrot cypress: J1 225 x 25 mm Fascia & barge boards Lm 230Prepare surfaces: and apply undercoat and two finishing coats first grade gloss/varnish paint on wooden/metal surfaces: toK1 Fascia & barge boards: surfaces over 200 but not exceeding 300mm girth Lm 230L1 General metal surfaces: gutters & downpipes Sm 63SUB-TOTAL FORWARDED TO NEXT PAGESUB-TOTAL BROUGHT FROM PREVIOUS PAGESUBTOTAL FOR ROOFINGDoors andDoorHardware,Joinery doors,PVC doors,AnnealedGlasses schedules NOTE: Prior to work, samples must be approved by the Engineer.Prices to include iron mongery and other accessories.External DoorsStandard steel panel door with mild steel plate & 50 x 25mm RHS including fan lights, 100 x 50mm RHS frame, fixing accessories, locks with handles & fixing to concrete Hollow block jambs & concrete head and threshold.M1 2000 x 2400mm high No. 8Prepare surfaces: and apply undercoat and two finishing coats first grade gloss paint as "Crown Paints" or other equal approved: on metal surfaces: toN1 General metal surfaces (both sides) SM 38Ventillation blocksW Vent blocks bended and jointed with cement sand mortor 1:3 to architects approvals SM 228Item Description of Work/Items Unit Qntty Rate AmountFINISHESInterior wall finishesPlaster: 9mm first coat of cement/lime/sand (1:2:9): 3mm second coat of cement/lime/sand (1:1:6): steel trowelled: on conccrete hollow block or concrete: toO1 Walls: internally SM 880Prepare & apply three coats of silk vinyl emulsion paint on plastered concrete hollow block wall surfaces: to P1 Walls: internally SM 880External Wall finishesSUBTOTAL FOR DOORSCement and sand (1:4) render: on concrete : steel trowel finished: toQ1 15mm thick:concrete hollow block: externally SM 1240Prepare surfaces and apply undercoat and two finishing coats first grade emulsion paint on concrete surfaces: to R1 concrete wall: externally Sm 1240Floor finishes(Meat ,vegetable ,fooding and clothing divisions)Cement and sand (1:4) screed: to hacked floors: in S1 32mm thick finished to receive cement sand floor finish SM 625600 x 600 x 8mm non-slip ceramic floor tiles as approved, jointed & bedded with c/s mortar (1:3) grouting joints in matching cement: T1 To floors ( Food & Clothing Sections) Sm 288U1 100 x 8mm skirting to match( Food & Clothing Sections) LM 98V1 Rough concrete screed with grooves (Meat and Vegetable section) SM 288Item Description of Work/Items Unit Qntty Rate AmountWater Services(Site visit to confirm quantities needed.)W1 Service Sewer pipes Item 1X1 Manholes 750x675mm Item 1Y1 Underground drains for sewer ITEM 1Z1 Market stalls Drains open channels with M.S gratings coverITEM 1SUBTOTAL FOR FINISHESSUBTOTAL FOR WALL FINISHESA2 Septic tanks and fittings as needed 1 No. ITEM 1B2 R.C.C Structure Elevated plastic water tank - 2000 litres capacity - with all the accessories that come along with it. Construction of the stucture is inclusive as per the drawingITEM 1Electrical ServicesLighting pointsC2 Flourescent lights(Market hall) NO 37D2 Wall mounted security light fixtures(Market Walls) No. 16Switches and SocketsE2 2 Gang 2way switch(Market Hall) NO 4F2 Single power sockets NO 12Amoured CablingG2 Lighting set 1.5mm ITEM 1H2 Lighting set 2.5mm ITEM 1I2 600x900x200 metallic metre board wall mounted NO. 1J2 Photocell/timer NO. 1K2 Conduit for Amoured cabling with its matching accessories ITEM 1Item Description of Work/Items Unit Qntty Rate Amnt USDSUMMARY OF COMPONENTCurrency: Project No:Project Title: SUBTOTAL WATER SERVICESSUBTOTAL ELECTRICAL SERVICESLocation: Tender No: Tender Title: Original Issue: 1 Subtotal for General2 Subtotal for Sub structure3 Subtotal for Walling4 Subtotal for Roofing5 Subtotal for Doors and Windows6 Subtotal for Finishes7 Subtotal for Water Services8 Subtotal for Electrical ServicesSummary of MARKET HALL Block ATOTAL MARKET HALL BLOCK AItem Description of Work/Items Project Schedules Ref. Unit QuantitiesUnit Amount General Description of the Garbage collection building, as per the design drawings Block CThe cost bid for the Garbage collection area should be a lumpsum to meet the technical description presented below and as presented in Block B of the design drawings, and include all preparation, construction, finishing components :APre-construction work, excavation, compaction, anti termite treatment, concrete works, superstructure, walls - hollow blocks, including plastering and painting, internal and external finishing, timber truss roof with Guage 28 zinc iron sheets, steel door and vents, exactly as per the design drawings and the specifications, descriptions on the design drawings for Block C. lumpsum 2TOTAL FOR the project NamePositionSignatureAddress andMobile NumberTOTAL FOR BLOCK BPROJECT: AFMADOW WOMEN MARKETGRANT NO. JSS 016NOTICETOALLBIDDERS-COMPLETEPROJECTPRICE:GARBAGE AREA - BLOCK C - See Accompanying drawings sheet C-011. All bidders MUST examine the complete project documents. These documents include the 2. Quotation given by the contractor on this BOQ are to cover any and all additional materials, labor 3. Eventual claims for extra works are covered by project general documentation of contract.Item Description of Work/ItemsProject Schedules Ref. Unit Qntty Rate Amnt USD General Description of the washrooms/ toilets as per the design drawings Block B The cost bid for the two washrooms/ toilets should be a lumpsum to meet the technical description presented below and as presented in Block B of the design drawings, and include all preparation, construction, finishing components :APre-construction work, mobilisation activities, excavation, compaction, anti termite treatment, concrete works, superstructure, walls - hollow blocks, including plastering and painting, internal and external finishing, timber truss roof with Guage 28 zinc iron sheets, steel doors, windows and vents, plumbing fixtures ( 8 toilets and 4 washbasin), ceramic floor tiles, electrical works, plumbing and drain / sewage works, exactly as per the design drawings, specifications and descriptions on the design drawings for Block B. Total for two washrooms, total 8 stalls. lumpsum 2TOTAL FOR the project BOQ Value for whole tender in words:Agreed on behalf of ContractorNamePositionSignatureAddress andMobile NumberTOTAL FOR BLOCK BPROJECT: AFMADOW WOMEN MARKETGRANT NO. JSS 016NOTICETOALLBIDDERS-COMPLETEPROJECTPRICE:3. Eventual claims for extra works are covered by project general documentation of contract.WASH ROOMS - BLOCK B - See the drawing ( 2 complete buildings)2. Quotation given by the contractor on this BOQ are to cover any and all additional materials, labor or 1. All bidders MUST examine the complete project documents. These documents include the Drawings, Location Afmadow, Lower Juba, JSS Somalia GRANT NO JSS016 DATE 22 September 2016 PROJECT NAME Construction of Afmadow Womens Market Architectural Designs and Drawings GSPublisherEngine 0.13.100.100AFMADOW WOMEN MARKET,JUBALANDARCHITECTURAL DRAWINGSARCHITECTSGeconsult GroupP.O Box 103525 - 00101680 Hotel BuildingNairobi,KenyaEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 Hotel BuildingNairobi,KenyaTel +254 202211170Mob. +254 725178875IMPLEMENTATION PARTNERTRANSITION INITIATIVES FORSTABILIZATION PLUST TIS+CLIENTJUBALAND STATE OF SAOMALIAMINISTRY OF PUBLIC WORKSPROJECTGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AFMADOW WOMEN MARKET,JUBALANDAUGUST 2016: DRAWING INDEXSHEET NO. SHEET CONTENT REVISION NO.S.O-001PROPOSED MARKET FLOOR PLANELEVATIONS - WOMEN MARKET 01PROPOSED SET-OUT PLANPROPOSED SITE PLANPROPOSED MARKET ROOF PLANELEVATIONS - WOMEN MARKET 02SECTION - WOMEN MARKETWASHROOM DRAWINGSGARBAGE AREA DRAWINGS & DETAILSDOOR SCHEDULESWINDOW SCHEDULESD.S-001INDEX SHEETINDEXGRANT NO. JSS 0163DIMENSIONAL 0013DIMENSIONAL 0023DIMENSIONAL 0033DIMENSIONAL 004S.P-001A-001A-002A-003A-004A-005B-001C-001W.S-0013D-0013D-0023D-0033D-004S.T-001 SEPTIC TANK DETAILS3DIMENSIONAL 0053D-005GSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:9003,2009002,20090020,0009003,1901,1003,8009002,100 3,00043,09090030,00090031,80090030,00090031,8009006,5502,00012,9002,0006,5509009006,5502,00012,9002,0006,5509009004,150 2,000 7,686 2,000 4,16490090020,0009009004,150 2,000 7,686 2,000 4,16490090020,0009003,1907,6009005,8009004,0901,1003,8009004,090 5,8005,8001,100 3,800 9007,6001,2609005,8009001,2604,090 5,8004,090 1,100 3,800 9003,0003,0009003,9009005,7005,0009003,2009004,000WASHROOMSSEPTIC TANKWASTE WATERSEPTIC TANKRAMP UPABC DRAMP UP RAMP UPRAMP UPRAMP UPRAMP UPRAMP UP RAMP UPBA PROPOSED WOMEN MARKETB PROPOSED WASHROOMSC PROPOSED GARBAGE COLLECTION AREALEGENDCOMPACTED GRAVELD ELEVATED WATER TANKSET-OUT PLANS.O-001PROPOSED SET-OUT PLANGSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:90020,00090021,80031,80090030,0009009006,5502,00012,9002,0006,5509009004,150 2,000 7,686 2,000 4,16490031,80090030,0009009006,5502,00012,9002,0006,55090090020,00090021,8009004,150 2,000 7,686 2,000 4,1649007,6009005,8009005,8004,900 9005,8004,900 9009003,9009005,7005,000900 3,200 9005,000900 3,200 9009005,8009007,6005,8004,900 9004,000VEGETABLEPRODUCTS DIVISIONMEAT DIVISIONPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCEENTRANCE ENTRANCECLOTHINGSHOPSFOODINGSTUFF SHOPSGARBAGECOLLECTIONAREAELEVATEDWATERTANKWCWCWCWCLADIESLADIESWCWCWCWCGENTSGENTSWASHROOMSSEPTIC TANKWASTE WATERSEPTIC TANKgtgtgtgtICICgtgtgtgtICICICRAMP UPRAMP UP RAMP UPRAMP UPRAMP UPRAMP UPRAMP UP RAMP UPICSITE PLANS.P-001PROPOSED SITE PLANGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AABBCCDDEEFFGG010203040506070809101120,0001003,0004,1002,8002,8004,1003,0001002002,8002006,7002006,7002002,8002002001,2001,0006002009502,0001,5501,0001,2002001,2001,0001,5502,000950 2006001,0001,20020020,0001003,0004,1002,8002,8004,1003,0001002009,7002009,7002002001,2001,0001,7502,0001,5501,0001,2002001,2001,0001,5502,0001,7501,0001,20020030,0001003,175 3,175 2,200 3,175 3,175 3,200 3,150 2,200 3,150 3,20010020014,7002003,0002008,3002003,0002002001,200 1,000 2,200 1,000 950 2,000 950 1,000 2,200 1,000 1,2002001,000 1,000 1,0002001,100 1,000 1,050 2,000 1,050 1,000 1,1002001,000 1,000 1,00020030,0001003,175 3,175 2,200 3,175 3,175 3,200 3,150 2,200 3,150 3,20010020014,7002003,0002008,3002003,0002002004,400 1,000 950 2,000 950 1,000 2,200 1,000 1,2002001,000 1,000 1,0002001,100 1,000 1,050 2,000 1,050 1,000 1,1002001,000 1,000 1,000200463 1,500 4634631,500463 5251,500400775 1,500 775 750 1,500 750750 1,500 7506009006009006009006001,0006009006009006009006001,0006009006009006009006001,0006009006009006009006001,0006009006009006009006001,000600 900 600 9006009006001,0001,5001,2001,5001,3001,5001,2001,5002001,5001,2001,5001,3001,5001,2001,5001,5001,2001,5001,3001,5001,2001,5002001,5001,2001,5001,3001,5001,2001,5001,5001,2001,5001,3001,5001,2001,5002001,5001,2001,5001,3001,5001,2001,5006001,1911,6002,4001,6002,2216001,6006002,2212,4001,6001,200 6006001,2256002,0003,0506001,8506002,0003,0006001,8006002,5502,0003,0006001,8006002,7502,0002,2216001,6006002,2219852,0001,7006002,4002,8002,800+300+300+300+300+3002000x2400mm highsteel door2000x2400mm highsteel door2000x2400mm highsteel door2000x2400mm highsteel door2000x2400mm high steel door2000x1000mm plain concrete structuralramp screeded & with grooves.2000x1000mm plainconcrete structural rampsreeded & with grooves.2000x1700mm plainconcrete structural rampscreeded & with grooves2000x1700mm plainconcrete structuralramp screeded &with grooves600x1000mm highwooden serviceworktops withconcrete hollowblocks upstands600x1000mm highconcrete serviceworktops with cocretehollow blocks upstandsWalling uptoCeiling levelwith R.cbeamWalling uptoCeiling level withR.c beamVEGETABLE PRODUCTS DIVISIONMEAT DIVISIONPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCESHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCEENTRANCEENTRANCERAMP UPCLOTHINGSHOPSFOODINGSTUFF SHOPSRAMP UPRAMP UPRAMP UPRAMP UPRAMP UPRough concrete screed f.f cement screed f.fRAMP UPRAMP UPtablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablestablesworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsworktopsPROPOSED WOMEN MARKET FLOOR PLANSp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vp.vE 02E 01E 03E 04XX-01Rough concrete screed f.f600x600mmnon-slip tiles withgrooves f.f600x600mmnon-slip tiles withgrooves f.fMARKET FLOOR PLANA-001MARKET FLOOR PLANGSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AABBCCDDEEFFGG0101020203030404050506060707080809091010111118 Deg. UpperLevel roof withfive box profileG.I sheets18 Deg. Lower levelroof with five boxprofile G.I sheets18 Deg. Upper Levelroof with five boxprofile G.I sheets18 Deg. Lowerlevel roof with fivebox profile G.IsheetsFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALLFALL LOWER LEVEL ROOF LOWER LEVEL ROOFLOWER LEVEL ROOF LOWER LEVEL ROOFHIGH LEVEL ROOF HIGH LEVEL ROOFHIGH LEVEL ROOF HIGH LEVEL ROOFMARKET ROOF PLANA-002MARKET ROOF PLANGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AABBCCDDEEFFGG3,000 4,100 2,800 2,800 4,100 3,0002,8002003,9002002,6002002,6002003,9002002,8002,6501,6502,6501,650p.v p.v p.v p.v p.v p.vp.vELEVATION 012000x2400mm high steel door toArchs'schedules1000x1500mm high steel grillwindows to Archs'schedulesVentilation blocks300mm slab levelG.LFirst storey level5.30m13,650x900mm highventilation blocks5,000mm long rainwater downspout.1000x1500mm high steel grillwindows to Archs'schedulesMasonry wall plastered andpainted to Archs' approvalMasonry wall plastered andpainted to Archs' approval300mm high wall signageto manufacturer's detailsand specificationsG.LSecond storey level9.80m111110100909080807070606050504040303020201013,175 3,175 2,200 3,175 3,175 3,200 3,150 2,200 3,150 3,2003005,0004,5013005,0003002,7001,6506503002,7001,6506503002,7001,650650p.v p.v p.v p.v p.v p.v p.v p.v p.v p.vELEVATION 02300mm slab levelG.LFirst storey level5.30m29,300x750mm highventilation blocks1000x1500mm high steel grillwindows to Archs'schedules5,000mm long rainwater downspout.18.0 deg Five boxprofile roofingPlain concrete ramp screeded &with groovesSecond storey level9.80mELEVATIONSA-003GSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AABBCCDDEEFFGG3,0004,1002,8002,8004,1003,0002,8002003,9002002,6002002,6002003,9002002,8002,6501,6502,6501,650p.vp.vp.vp.vp.vp.vp.vELEVATION 032000x2400mm high steel door toArchs'schedules1000x1500mm high steel grillwindows to Archs'schedulesVentilation blocks300mm slab levelG.LFirst storey level5.30m13,650x900mm highventilation blocks5,000mm long rainwater downspout.1000x1500mm high steel grillwindows to Archs'schedulesMasonry wall plastered andpainted to Archs' approvalMasonry wall plastered andpainted to Archs' approval300mm high wall signageto manufacturer's detailsand specificationsG.L111110100909080807070606050504040303020201013,1753,1752,2003,1753,1753,2003,1502,2003,1503,2003005,0001,2207503005,0003002,7001,6506503002,7001,6506503002,7001,6506503,0002002,9502002,0002002,9502003,0002002,9752002,9752002,0002002,9752002,975p.vp.vp.vp.vp.vp.vp.vp.vp.vp.vELEVATION 04300mm slab levelG.LFirst storey level5.30m29,300x900mm highventilation blocks1000x1500mm high steel meshwindows to Archs'schedules5,000mm long rainwater downspout.18.0 deg Five boxprofile roofingPlain concrete rampscreed & with groovesSecond storey level9.80mELEVATIONS 02A-004GSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:AABBCCDDEEFFGGCC3,000 4,100 2,800 2,800 4,100 3,0003002,4002,3003001501505,0003002,4002,3003001501505,0009,5402,6501,6505009003,8402009,7003,3001,4002,400250 1,6504004,7002,8002003,9002002,6002002,6002003,9002002,8001,0001,500 1,200 1,500 1,200 1,500 1,200 1,5002001,500 1,200 1,500 1,200 1,500 1,200 1,5001000mm high service tableto Architectural details1000mm high service tableto Architectural detailsSECTION X-XFOUNDATION SPECIFICATION- 150mm thick slab laid on app.dpm and blinding- b.r.c mesh- 600x200mm deep R.C strip fnd to S.E's details- depth to be determined on site.- hardcore fill consolidated at 450mm level200mm thickconcrete hollowblock walling5,000mm high rain waterdownspout.MEAT SECTION VEGETABLE SECTIONROOF SPECIFICATION- pitch 18.0 deg Five box profile roofing- 100x50mm rafters at 600mm c/c 50x50mm- 100x50mm ties and struts- 100x75mm wall plate-12mm raw bolts cast into beams at 1200mm c/c- ridge tiles in coloured mortar match- 200mm thick fascia and barge board and gutter to S.E's detail- all timber to be cured and painted with motor oil200x250mm deep R.C beams toS.E details2000x2400mm high steel door toArchs'schedulesPlain concrete ramp screeded &with grooves200x400mm deep R.C beams toS.E details13,650x900mm highventilation blocks29,000x800mm high Ventilationblocks300mm slab levelG.L G.LFirst storey level5.30mVentiliation blocksd.p.c d.p.c d.p.c d.p.c d.p.c d.p.c200x300mm deep R.Cbeams to S.E details200x300mm deep R.Cbeams to S.E detailsA-005SECTIONSGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:C B A1,3501,4002,2003,0853009453,085300150mm dia. pvcstack vent pipeELEVATION 04G.L G.L1st storey levelSlab level01 0102 0203 0304 0405 05CCBBAA5,8001001,4001,4001,4001,4001002001,2002001,2002001,2002001,2002005006008006008006008006005005,8001001,4001,4001,4001,4001002002,6002002,600200200400 1,3009006001,3009002001,100 3,8001,1001001,400 2,2001001,1002001,2002002,0002001,100 3,8001,1001001,400 2,2001001,1002001,2002002,000200+300+300Plain concreterampPlain concreterampWCWCWCWCLOBBYLOBBY300x300mmcer. tiles f.f300x300mmcer. tiles f.f300x300mmcer. tiles f.f300x300mmcer. tiles f.fp.vp.vp.vp.vp.vp.vE 01E 02E 03E 04XX01 0102 0203 0304 0405 05CCBBAA150mm dia.stack vent pipe150mm dia.stack vent pipe01 02 03 04 05375 1,400 1,400 1,400 1,4003001,8003001,80012 deg.roofing withfive boxprofile roof 28guagePlain concrete ramp.900x600mm highaluminium windowsmasonry wall plastered &painted to Archs' approval900x2100mmhigh woodenflush door toArchs' schedulesELEVATION 01G.L G.L3.45m0.30m1st storey level3.45mSlab level0.30mCBA1,350 1,400 2,200G.L600x700mmhigh opening1st storey level3.45mSlab level0.30m05 04 03 02 011,400 1,400 1,400 1,4003001,8006003001,800600150mm dia.pvc stackvent pipep.v p.v p.v p.vG.LG.L1st storey level3.45mSlab level0.30mC B A2,200 1,4003,1503,1503003,1501,800600 750150mm dia. pvc stackvent pipeFOUNDATION SPECIFICATION- 150mm thick slab laid on app.dpm and blinding- b.r.c mesh- 600x200mm deep R.C strip fnd to S.E's details- depth to be determined on site.- hardcore fill consolidated at 450mm level300x200 R.C lintelbeam to S.E details900x600mm highaluminium windows200mm thickconcrete hollowblocks wallingApproved sanitaryfitings-wash handbasin12.0 deg Roof with five boxprofile 28 guage G.I sheetsWith 200mm thick fascia boardsWCSECTION X-X1st storey level3.45mSlab level0.30mWall plastered andpainted to Approvald.p.cd.p.cB-001WASHROOM DETAILSWASHROOMS FLOOR PLAN WASHROOMS ROOF PLAN WASHROOMS SECTION X-XELEVATION 01 ELEVATION 02 ELEVATION 03 ELEVATION 04GSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:01 0102 02BBAA3,2001003,0001002002,8002003,9001003,7001003,9003,9001003,7001008502,2008503,200100 3,000 1001,000 1,200 1,0003,200PROPOSED GARBAGEROOF PLANGARBAGECOLLECTIONAREAcementscreed f.fE 01p.vRamp upE 02E 04E 0301 0102 02BBAAPROPOSED GARBAGEROOF PLAN01 023,000p.vG.LG.L1200X2400mm highsteel door1st storey level3.45mSlab level0.30m3.45m0.30mB A3,7003,2009001,500800300x200 R.C lintel beamto S.E details900x600mm high aluminiumwindows200mm thick masonrywalling-12.0 deg Roof with five boxprofile 28 guage G.I sheets-200mm thick fascia boards-all timber to be cured &painted with motor oilG.LG.Lp.vFOUNDATION SPECIFICATION- 150mm thick slab laid on app.dpm and blinding- b.r.c mesh- 600x200mm deep R.C strip fnd to S.E's details- depth to be determined on site.- hardcore fill consolidated at 450mm levelSECTION X-X300x200 R.C lintel beamto S.E details1st storey level3.45mSlab level0.30md.p.c d.p.cB A500 3,200G.L G.L1st storey level3.45mSlab level0.30mBA5003,200p.v2200X1500mm highwindow opening with25mm steel grills200mm c/cG.L G.L12.0 deg Roof with fivebox profile G.I sheets1st storey level3.45mSlab level0.30m02013,0002200X1500mm highwindow opening with25mm steel grills200mm c/cG.LG.L12.0 deg Roof with fivebox profile G.I sheets1st storey level3.45mSlab level0.30m1st storey level3.45mSlab level0.30m1001,3001006001,5001001,3001001,50060075mm thickconcrete worktopMARKET TYPICAL TABLESAAE -2E -2E -2E -2E -16001,00052540075Hollow block wall upstand75mm thick concreteworktop400mm high Hollowblock wall upstandSection A-AF.L6001,000Hollow block wallupstand75mm thickconcrete worktopELEVATION -2F.L525400751,500100 1,100 1001,000525400751,00075mm thickconcrete worktopHollow blockwall upstandF.LELEVATION -1F.LC - 001GARBAGE CUBICLE DETAILSGARBAGE AREA FLOOR PLANGARBAGE AREA ROOF PLANSECTION X-XELEVATION 01 ELEVATION 02ELEVATION 04ELEVATION 03GSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:2,4001,000 1,0002,0002,4009002,400600 6001,200TYPEDOOR SCHEDULESQUANTITY SIZE MATERIAL FINISH IRONMONGERYWIDTH HEIGHT HINGES LOCKS HANDLESMarketDoor 08 2,000 2,400 Metallic- steel Painted to Specs'19mm Tubular SShandle as per UNIONspecs5 lever lock systemas per UNION specs4 SS heavy duty butt hingesas per UNION specsWashroomdoors06 900 2,400 MDF Painted to Specs'3 SS butt hinges as perUNION specs4 lever metal casementsystem as perUNION specsTubular SS handleas per UNION specs01 1,200 2,400 Painted to Specs'Metallic- steel19mm Tubular SShandle as per UNIONspecs5 lever lock systemas per UNION specs4 SS heavy duty butt hingesas per UNION specsGarbagearea doorMarket Door Garbage areaDoorWashroom DoorsD.S-001DOOR SCHEDULESGSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:2,9753002,7001,6502,0003002,7001,6503002,7001,6503002,7001,650No.14 No.04PLAIN CONCRETE TYPICAL WALL VENTILATION BLOCKSG.L G.L G.L G.L5,8605,8603005,0001,2207501501453006,2207503005,0001,2207503006,220750PLAIN CONCRETE TOP LEVEL TYPICAL VENTILATION BLOCKSNO. 10G.L2501,0002503009001,5001003008001001,5001003009001,5001003008001001,500100No.24STEEL GRILL TYPICAL WINDOWG.L G.LNo.243001,8006003001,8006002,1006002,100600G.LG.LSTEEL GRILL TYPICAL WINDOWWASHROOM FRONT WINDOWN0. 022,1006003001,8006002,1006003001,800600G.L G.LSTEEL GRILL TYPICAL WINDOWWASHROOM REAR WINDOWN0. 042,2003009001,5003009001,500WINDOW OPENINGGARBAGE AREA WINDOWN0. 01G.LW.S-001WINDOW SCHEDULESGSPublisherEngine 0.11.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:12mm dia. m.s bars at150mm c/c bothwaysS.T-001SEPTIC TANK DETAILSGSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDSTRUCTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300 600X300600X300600X300600X300 600X300 600X300 600X300600X300600X300600X300600X300600X300 600X300 600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X300600X3003,175 3,175 2,200 3,175 3,175 3,200 3,150 2,200 3,150 3,2003,0004,1002,8002,8004,1003,0002009,7002009,700200200 6,150 200 2,000 200 6,150 200 3,000 200 8,300 200 3,000 2002009,7002009,700200200 6,150 200 2,000 200 6,150 200 11,500 200 3,000 2003,175 3,175 2,200 3,175 3,175 3,200 3,150 2,200 3,150 3,2003,0004,1002,8002,8004,1003,000A01BCDEFG020304050607080910110102030405060708091011ABCDEFGB1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1B1C1200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottom200mm thick slabwith A142 BRC meshon both top and bottomB1C1B1C1B1C1B1C101PROPOSED FOUNDATION LAYOUTFOUNDATION LAYOUTAGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDSTRUCTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:3001,5003001,2002005,0001,5001,500 3002002000505300X200 COLUMN C150mm Thick Blinding(1:4:8 Mix)SECTION 01 - 0101010101026Y16-01Y8-02-200GROUND FLOOR01 016Y16-018Y12-05-200B28Y12-05-200B11500X1500X300 BASE B122Y8-02-2000101ROOF LEVEL2001,200600300900500g POLYTHENE SHEET.50MM THK MURRUM BLINDING.Y8-02-200Y12-01-150B1Y12-01-150T1Y12-01-150T1 WELL COMPACTEDHARDCORE TO STRUCTURALENGINEER'S APPROVALY10-06-200A142 B.R.C. WIRE MESHMASS CONCRETE CLASS 20/20 INTERNAL STRIP FOOTING)50mm Thick Blinding(1:4:8 Mix)d.p.cd.p.c2006001,200300900500g POLYTHENE SHEET.50MM THK MURRUM BLINDING. WELL COMPACTEDHARDCORE TO STRUCTURALENGINEER'S APPROVALY8-02-200Y12-01-150B1Y12-01-150T1Y12-01-150T1Y10-06-200 EXTERNAL STRIP FOOTING)A142 B.R.C. WIRE MESHMASS CONCRETE CLASS 20/2050mm Thick Blinding(1:4:8 Mix)d.p.c4502004002002502002Y16-032Y16-03Y8-04-200GROUND BEAM2Y12-022Y16-03Y8-04-200RING BEAMS2Y12-022Y16-03Y8-04-20002COLUMNS,TYPICAL BEAMS DETAILS, FOUNDATION FOOTING DETAILSFOOTING DETAILSAGSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDSTRUCTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,2001,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200TRUSS 01- 150x50RIDGEWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWWALL PLATE BELOWTRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50TRUSS 01- 150x50PROPOSED ROOF STRUCTURAL LAYOUT03ROOF LAYOUTAGSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDSTRUCTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:500 200 2,500 500200800 1,500 1,500 1,500 1,500 1,500 1,500 1,500 1,500 800200500 2,500 200 5001,6551,6671,6441,6551,6551,6551,6551,6551,6551,6553,2641,4927001,4927003,200 13,600 3,200TRUSS 1 @ 1200mm C/C100x50APPEX JOINT150x50 150x50100x5075x5075x50BOTTOM TIE JOINTCENTRE150x502x100x25Nailing platesNOTES:150X50mm EXTERNAL TIMBER MEMBERS100X50mm INTERNAL TIMBER MEMBERSROOF PITCH 25 DEG100x50 Wall Plate200x300mm deep R.C. Beam12mm Diam. x300mm Long Anchor Bolt at 1200mm150x50150x25 Nailing Plate150x5045075x50RAFTER JOINT150x50150x50mm Under-Purlin75x50TYPICAL 450X200ROOF BEAM2Y12-012Y12-03Y8-02-200ROOF DETAILSROOF DETAILSAGSPublisherEngine 0.0.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDMECHANICAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:2,3003,29010.209VEGETABLEPRODUCTS DIVISIONMEAT DIVISIONPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCEENTRANCE ENTRANCERAMP UPCLOTHINGSHOPSFOODINGSTUFF SHOPSRAMP UP1.8 WALK-WAYSGARBAGECOLLECTIONAREA1.8 WALK-WAYS1.8 WALK-WAYS1.5 WALK-WAYSELEVATEDWATERTANK1.2 WALK-WAYSWCWCWCWCLADIESGENTSWCWCWCWCLADIESGENTSPARKINGPARKING36,000 LWASHROOMSSEPTIC TANKSOAK PITSOAK PITMANHOLE750. 675MANHOLE750 675AN OLE0.00 RAIN C ANNELS00 RAIN C ANNEL200 DRAIN CHANNEL200 DRAIN CHANNEL00 RAIN C ANNEL00 RAIN C ANNELS100 INFLOOR SLAB100NERGRON150NDERGRO ND100 INFLOOR SLAB100NDERGRO ND100NDERGRO ND100NDERGRO ND100NDERGRO ND100NDERGRO ND100NDERGRO ND100Ro ing E e100NDERGRO NDFT100Ro ing E eGTFTFTMANHOLE750 67517,000 LWASTE WATERSEPTIC TANK1,300 M .Floor Le elWCIN ERT LE EL DETAIL FORWC CONNECTION TO DRAINPROPOSED DRAINAGE LA OUT01DRAINAGE LAYOUTGSPublisherEngine 0.0.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDMECHANICAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:2,3003,290VEGETABLEPRODUCTS DIVISIONMEAT DIVISIONPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGEPASSAGESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCESHOP 01SHOP 01SHOP 02SHOP 03SHOP 04SHOP 05SHOP 06SHOP 07SHOP 08SHOP 09ENTRANCEENTRANCE ENTRANCERAMP UPCLOTHINGSHOPSFOODINGSTUFF SHOPSRAMP UP1.8 WALK-WAYSGARBAGECOLLECTIONAREA1.8 WALK-WAYS1.8 WALK-WAYS1.5 WALK-WAYSELEVATEDWATERTANK1.2 WALK-WAYSWCWCWCWCLADIESGENTSWCWCWCWCLADIESGENTSPARKING100100Ro ing E eGTFT404050100 In Sl b100Ro ing E e404050 In Sl b25 FroBelo Groun25201515151520252020BeloGroun 324032BeloGroun15151Flo B ll l e40G e l eW er TW TW erT sPROPOSED PLUMBING LA OUT0LU ING LAYOUTGSPublisherEngine 0.0.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDELECTRICAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:30,00020014,700 3,0002008,3012003,19920030,00020014,700 3,0002008,3012003,1992002002,6007,0002006,8002002,80020020,0002009,6002009,80020020,000PROPOSED WOMEN MARKET - POWER LAYOUTPHOTO CELL / TIMERMOUNTED ABOVE THE METRE BOARDFOR SECURITY LIGHTING.600X900X200 METALLIC METRE BOARDMOUNTED TO THE WALL.VEGETABLE SECTIONMEAT SECTIONFOODING STUFF SECTIONCLOTHING SECTION01MARKET POWER LAYOUTGSPublisherEngine 0.0.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDELECTRICAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:30,00020014,700 3,0002008,3012003,19920030,00020014,700 3,0002008,3012003,1992002002,6007,0002006,8002002,80020020,0002009,6002009,80020020,000PROPOSED WOMEN MARKET - LIGHTING LAYOUTPHOTO CELL / TIMERMOUNTED ABOVE THE METRE BOARDFOR SECURITY LIGHTING.600X900X200 METALLIC METRE BOARDMOUNTED TO THE WALL.VEGETABLE SECTIONMEAT SECTIONFOODING STUFF SECTIONCLOTHING SECTION02MARKET LIGHTING POINTSGSPublisherEngine 0.0.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDELECTRICAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:0102030405CBA LEGENDCONSUMER BOARD 10 WAYSECURITY LIGHT POINT2 GANG 2WAY SWITCHSINGLE LIGHT NOT EXCEEDING 60 WATTSSINGLE POWER SOCKETLIGHTING SET 1.5MMPOWER SET2 FT FLOURESCENTNOTES-The consumer board shall be fitted inside the meter board-All light parts shall be fitted at a height of ICSO F.F.F-All power points to be fitted at a height of 450 F.F.F-The earth cet shall be done in regard to iee regulations regarding earth cet-The meter board shall be mounted on the interior wall as shown-Condiuting (pvc) system of wiring shall be usePROPOSED WASHROOM ELCTRICAL LAYOUT1 GANG 1WAY SWITCHLIGHTING SET 2.5MM03WASHROOM LIGHTING POINTSGSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:VIEW 0013D-0013 DIMENSIONAL 01GSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:VIEW 0023D-0023 DIMENSIONAL 02GSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:VIEW 0033D-0033 DIMENSIONAL 03GSPublisherEngine 0.13.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:VIEW 0043D-0043 DIMENSIONAL 04GSPublisherEngine 0.10.100.100NOTESAll drawings and concepts remain thepropertyAll dimensions are in mm unless statedAny discrepancies in the drawings should bereported to the consultants before thecontractor commences work on site.*PROJECT: ARCHITECTSEmail : geconsulteam@gmail.comwebsite : www.geconsultarchitects.coGeconsult GroupP.O Box 103525 - 00101680 hotel buildingNairobi,KenyaTel +254 202211170Mob. +254 725178875 HASSAN ABDISAMADScaleDateAS SHOWNAUGUST 2016Designed By:Drawn By: W.D-- AFMADOW WOMEN MARKET,AFMADOW, JUBALANDARCHITECTURAL DRAWINGSSHEET REVISION N0.Transition Initiatives forStabilization Plus TIS+Jubaland State ofSomalia Ministry ofPublic Worksof TIS+ / client / USAIDCLIENT IMPLEMENTATION PARTENRDrawing title:VIEW 005 - INTERIOR VIEWS3D-0053 DIMENSIONAL 05RFP Construction - Afmadow Women's Market (JSS016)Bid Book - Afmadow Women's Market (JSS016)BOQ - Afmadow Women's Market Construction (JSS016).pdf1. BLANK MAIN MARKET.xlsx2. BLANK MARKET GARBAGE COLLECTION3. BLANK MARKET WASHROOMSDesigns & Drawings - Afmadow Women's Market Construction (JSS016).pdfSheet 1Sheet 2Sheet 3Sheet 4Sheet 5Sheet 6Sheet 7Sheet 8Sheet 9Sheet 10Sheet 11Sheet 12Sheet 14Sheet 15Sheet 16Sheet 17Sheet 18Sheet 21Sheet 22Sheet 23Sheet 24Sheet 25Sheet 26Sheet 27Sheet 28

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