Tender For Construction of Office Block (Balance Portion), 32 Men Jawan Barrack (Balance Portion), 08 Bedded Mahila Barrack, Sos Room, Magazine Kote , Wireless & Cqmh, Toilet Block (Balance Portion), Oht, Garrage And Pol Store , Electric Substation ,
Tender Overview
Project Description
Tender for Construction of Office Block (Balance Portion), 32 Men Jawan Barrack (Balance Portion), 08 Bedded Mahila Barrack, Sos Room, Magazine Kote , Wireless & Cqmh, Toilet Block (Balance Portion), Oht, Garrage And Pol Store , Electric Substation , Pump Room And Gen Shed, Sarv Dharam Sthal, 02 Nos Central Morcha, 04 Nos Corner Bunker , 02 Nos 02 Men Bunker, Sentry Post And Development Work (Sh: Perimeter Fence, Internal Road Path , Reinforced Cement Concrete Retaining Wall, Bore Well, Storm Water Drain , Ro Plant, Iron Removal Filtration Plant , Motor Pump Set For Water Supply And Dg Set ,Ug Cable ,Lt Distribution Panel And Safety Device At Bop Sonatala (Cl)Of 193 Bn Bsf(Now 153 Bn Bsf) Under Shq Bsf Shillong (Sh:- Consultancy Services For Soil Investigation, Preparation Of Structural & Working Drawings And 3 D Views As Per The Approved Layout And Carrying Out The Resistivity Survey (Ground Water Survey) For Borewell)
BOQ
| Sl. No. | Item Description |
| 1 | Soil Investigation and Determination of Geotechnical Properties of Soil: Investigation including determination of Safe Bearing Capacity (SBC) of soil for different types of foundation by sinking boreholes of 50 mm diameter up to a depth of 15.0 m or up to refusal criteria/hard strata (SPT N-value = 50), whichever is earlier, including conducting all necessary laboratory and field tests such as Standard Penetration Test (SPT) as per relevant BIS/IS Specifications, preparation of bore logs, determination of number and location of boreholes as per site requirement and latest IS Codes, submission of three (03) copies of the detailed Geotechnical Investigation Report with recommendations, complete with transportation, mobilization, labour, equipment, testing charges, and all incidental expenses, as directed by the Engineer-in-Charge. (Soil testing shall be carried out only in Government-approved/NABL-accredited laboratories.) Please Enable Macros to View BoQ information |
| 2 | Soil Investigation and Determination of Geotechnical Properties of Soil: Investigation including determination of Safe Bearing Capacity (SBC) of soil for different types of foundation by sinking boreholes of 50 mm diameter up to a depth of 15.0 m or up to refusal criteria/hard strata (SPT N-value = 50), whichever is earlier, including conducting all necessary laboratory and field tests such as Standard Penetration Test (SPT) as per relevant BIS/IS Specifications, preparation of bore logs, determination of number and location of boreholes as per site requirement and latest IS Codes, submission of three (03) copies of the detailed Geotechnical Investigation Report with recommendations, complete with transportation, mobilization, labour, equipment, testing charges, and all incidental expenses, as directed by the Engineer-in-Charge. (Soil testing shall be carried out only in Government-approved/NABL-accredited laboratories.) Please Enable Macros to View BoQ information |
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