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NTID 44836895
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💬 Talk to Our Bidding ExpertConstruction Of 40 Bedded Mahi in Doiwala - Complete Tender Details
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BORDER SECURITY FORCE
Doiwala, Uttarakhand, India
NTID 44836895
- Opening Date : Tue 21st April, 2026
- Closing Date : Mon 20th April, 2026
- ₹ 350663.00
- NTID 44836895
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
7013.00 -
Document Cost
Refer Documents -
Estimated Cost
350663.00
BOQ Items Total Items : 4 | Total Qty : 733
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Mobilization and demobilization of all relevant Equipment/machinery, T & P required for carrying out bearing capacity test as per direction of Engineer -in-Charge. | 1.00 | Each Job |
| 2 | Sinking boreholes by shell and auger method at different location in the sub soil strata down to 30 m depth or refusal(N>75) whichever is encouraged earlier. Conducting various field operations comprising of carrying out S.P. Test at 1.5 m intervals, collecting disturbed/undisturbed samples from various levels of the sub soil strata, observing ground water table levels if encountered inclusive of conducting all the necessary laboratory tests(Liquid & plastic limits, sieve & hydrometer analysis, bulk and dry density, Natural moisture content, Direct shear test, consolidation test) on disturbed as well as undisturbed samples so as to determine different required engineering properties. 03 Nos Bore hole of 15 mtr depth or upto refusal strata. 03 Nos Borehole of 15.0 m depth or upto refusal strata | 45.00 | Mtr |
| 3 | Extra for conducting analysis of liquefication potential and preparation of detailed Geotechnical investigation report in accordance with site data, recommended all precautionary measure to be taken at site to mitigate liquefication as per relevant Earthquake Zone as defined in latest IS : 1893 (Part 1), all complete as per direction of Engineer-in-charge. Performing Liquefication analysis | 1.00 | L.S |
| 4 | Conducting detail structural design of the RCC structure or Pre Fab structure having (G+7) story and foundation as per the detailed architectural drawing supplied to us & as decided by Engineer-in-Charge. Design and foundation for the Structure section to sustain the earthquake vertical and lateral load as per STAAD Analysis. Submission of detailed drawing containing relevant sections, plan etc and all details required for the good for construction of RCC structure. The change in design shall be carried out free of cost as per site requirement. Preparation of Detailed Estimate base on DSR 2023 & detailed architectural plan. Building specification & CPWD guideline complete and including Vetting of structural design & drawing from Govt. Engg College. NIT/IIT including vetting certificate complete as per direction of Engineer in Charge. 686.00 Sqm | 686.00 | sqm |
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