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NTID 43204710
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Inquiry NowConstruction Of Control Room A in shillong - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Control Room A" in shillong, India.
- Opening Date : Tue 6th January, 2026
- Closing Date : Tue 6th January, 2026
- ₹ 0.00
- NTID 43204710
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
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EMD
224804.00 -
Document Cost
11800.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 48 | Total Qty : 8981.065
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in excavation by manual means upto a depth of 2 m below the existing ground level for foundation trenches of foundations footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils (b) In ordinary rock (Soft rock/ medium rock/ hard shale) | 579.98 | m3 |
| 2 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (b) Stone soling (i) 100 mm | 359.9 | m2 |
| 3 | Plain cement concerte floor base in prop 1:3:6 laid in alternate bays as specified with coarse aggregate of size 13 mm to 32 mm including dewatering if necessary, and curing etc complete. (c) 100 mm thick in prop 1:3:6 | 387.38 | m3 |
| 4 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layer not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m (a) With available excavated earth. | 170.45 | m3 |
| 5 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 course sand : 12 graded stone aggregate 20 mm niminal size) up to plinth level with: (a) Cement mortar 1:6 (1 cement : 6 course sand) | 66.42 | m3 |
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