Construction of 4 Stance VIP Pit Latrines (Gender Sensitive)

• Country: South Sudan
• Summary: Construction of 4 Stance VIP Pit Latrines (Gender Sensitive)
• SST Ref No: 57989987
• Deadline: 06 Oct 2021
• Financier: Self Financed
• Purchaser Ownership: Government
• Tender Value: Refer Document
• Notice Type: Tender
• Document Ref. No.: Q-578-2021
• Purchaser's Detail:
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• Description:
• Quotation are invited for Construction of 4 Stance VIP Pit Latrines (Gender Sensitive) at Mahad and Yapa Lobonok. BUILDING A EXCAVATIONS AND EARTHWORKS A.1 Excavation & Earthworks A.1.1 Clear and prepare the site, remove shrubs and bushes, and set out for the building, dump the removed soil 100M away form the sites as instructed, M2 94.40 A.1.2 Excavate to remove top vegetable soil average depth 100mm remove shrubs and bushes and set out for the building, dump the removed soil 100M away form the site. M2 58.80 A.1.3 Excavate basement for tanking average 3.0m but not exceeding 4.50m deep from the ground level, dump the removed soil 100M away form the site. M3 45.24 A.1.4 Excavate trenches for strip foundations in extension and the urinal not exceeding 0.6m deep from the ground level, dump the removed soil 100M away form the site. M3 [Disclaimer: The above text is machine translated. For accurate information kindly refer the original document.] 3.89 A.2 Backfill & Earthworks A.2.1 S0il A.2.1.1 Compacted to a maximum density at a layer not exceeding 150mm using suitable means, backfill on column footings, around columns, strip foundation and at the side of plinth wall with selected materials at the (basement). M3 9.60 A.2.1.2 Compacted to a maximum density at a layer not exceeding 150mm using suitable means, backfill on column footings, around columns, strip foundation and at the side of plinth wall with selected materials at the (curtain and urinal extension). M3 1.95 A.2.1.3 Compacted to a maximum density at a layer not exceeding 150mm using suitable means, backfill beneath the marram or equivalent or selected materials floor slab at the (Curtain and Urinal extension). M3 1.72 A.2.2 Marram A.2.2.1 Compacted to a maximum density at a layer not exceeding 150mm using suitable means, backfill marram floor slab or equivalent or selected materials at the (curtain and urinal). M3 1.72 A.2.2.2 Compacted to a maximum density at a layer not exceeding 150mm using suitable means, backfill marram or equilecant or selected materials around the perimeter of the whole building. M3 1.01 A.3 Manhole and Pipe for Ventilation A.3.1 supply and fix vent pipe 100mm diameter with caping LS 1.00 A.3.2 Supply and construct 600mmX600mmX600mm Manhole (MH) with concrete or metallic cover with handle, inspection provision, and 100mm diameter connecting urinal channel to the basement. NO. 2.00 Etc.
• Documents:

 Tender Notice