Mm M m2 m3 Km Hr. Ls No. E.C. SF1-6 ITB Pcs Kg HP HC Millimetre Meter Square meter Cubic meter kilo meter Hour Lump sum Number Ethiopian Calendar SCHEDULE FORM 1-6 Instruction to Bidder Pieces Kilogram Health Post Health Center SCHEDULE OF FORMS (STANDARD FORMAT) CERTIFICATE OF BIDDER’S VISIT TO THE WORK SITES SCHEDULE FORM 1 [SF1] (B) Construction of 134 Hollow Concrete Block Shelters (Lot-1-, Lot-2 and Lot-3)
NO. Type of work Employer/Client Value of Contract (in Birr) Duration (weeks) Dates (From-to) (Yes/No) Reason for not (if applicable) 1 2 3 4 5 Date: ___________________________ Signature: _______________________ Official Seal: _______________________ Note: please attach your testimonies (Certificate of Work accomplishment) SCHEDULE OF INTENDED WORK PROGRAM SCHEDULE FORM 3 [SF3- A for lot 1]. Construction of 134 Hollow Concrete Block Shelters (Lot-1)
Title : Bill of Quantities and Specifications Project : Construction of 45 hollow concrete blocks shelters (Lot-2) Location; Berhale refugee camp, Berhale woreda Implementing Agency: GOAL Ethiopia S/No Description of Works Unit Quantity Unit rate Total Amount Sub Structure 1 Excavation and Earth Works 1.1 Clear the site to remove vegetable soil to an average depth of 20cm M2 45.3 1.2 Excavation for foundation to an average depth of 65cm M3 6.40 1.3 Backfill and compact with selected excavated soil material from site for the internal floor of the room m3 4.96 Sub Total (1) Birr 2 Masonry Work 2.1 25cm thick hard core under masonry foundation wall m2 6.50 2.2 Construction of 40cm thick basaltic , trachytic or equivalent masonry foundation wall to an average depth of 60cm ( 20cm above ground level & 40cm below ground level) jointed with a cement sand mortar mix ratio of 1:3 m3 4.17 2.3 Pointing the external part of the hollow concrete block wall with a cement sand mortar mix ratio of 1:3 m2 48.49 2.4 Three coats of plastering to the internal wall faces of the hollow concrete block with a cement sand mortar mix ratio of 1:3 m2 46.30 2.5 Pointing the external part of the masonry wall with a cement sand mortar mix ratio of 1:3 m2 3.50 Sub Total (2) Birr Super structure 3 Concrete Work 3.1 10cm thick mass concrete class C-5, 150 kg cement / m3 concrete, over masonry foundation wall m3 0.65 3.2 15cm thick reinforced concrete, C-25, 360 kg cement/m3 of concrete filled in to HCB and U shaped concrete and vibrated around reinforcement for top tie beams and columns, as ordered by the site engineer m3 2.20 3.3 Steel reinforcement according to drawing, bend & placed in position, price shall include cutting, bending and placing in position & tying wires
Line Item How to submit – Physical submission Tick attached A. Bill of Quantities – with unit and lump sum prices, and total price. Completed B. Certificate of BIDDER’S visit to the works area – (Schedule SF1). Completed, signed and stamped C. Summary of Executed Construction work satisfactorily carried out by the BIDDER (Schedule SF 2). Completed, signed and stamped D. The BIDDER’S Proposed work schedule (Plan) (Schedule SF 3). Completed, signed and stamped E. Methodology of the Works (Schedule SF4). Completed, signed and stamped F. Bid bond of 1% (one percent) of the total bid amount, valid for sixty (60) calendar days from the date of Opening Certified Payment Order (CPO) G. Valid license (VAT registration and TIN). Stamp and submit H. Valid competency certificate - contractor BC/GC Four (4) & above. Stamp and submit. I. Copies of reference letters or testimonials of works carried out as listed in Schedule SF2. Submit as many as you have J. Contract Document Template. Initialled and stamped on each page K. Appendix 1: Company Details (including Vendor registration; Company Profile; and Declaration regarding Personal and Legal circumstances). Completed, signed and stamped L. Appendix 2: General Terms and Conditions. Initialled and stamped on each page M. Appendix 3: Submission Checklist (This checklist). Tick and submit.