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NTID 43923716
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Inquiry NowConstruction Of Sports Complex in Bilaspur (HP) - Complete Tender Details
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Himachal Urban Development Authority
Bilaspur (HP), Himachal Pradesh, India
NTID 43923716
- Opening Date : Thu 19th February, 2026
- Closing Date : Wed 18th February, 2026
- ₹ 26742473.00
- NTID 43923716
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
534850.00 -
Document Cost
5900.00 -
Estimated Cost
26742473.00
BOQ Items Total Items : 8 | Total Qty : 23216.54
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Cutting in earth work through mechanical/ manual means in all heights/depth and all kinds of soil such as kankar, moorum, shingle and decomposed of soft rock, or hard rock i.e. their intermediate classification and chiseling /wedging out of rock where blasting prohibited including saturated soil and filling in embankments etc. where necessary and disposal of excavated unserviceable material through mechanical transpotation in all leads and lifts, nothing extra on this account including carriage and disposal of surplus earth will not be paid up to any extent/reason what so ever. Any damage to private/public property during excavation will be restored by the contractor whatever the nature of the same may be. The serviceable material will be stacked in specified dimensions in all leads and lifts as per the direction of the Engineer-in- charge. | 13423.65 | Cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in all kind of soil in foundation trenches or drains up to all width/depth and stacking the excavated soil not more then 3 metres clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth sides of foundation etc., consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts as per the direction of the Engineer-in- charge. | 1169.31 | Cum |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for all heights including carriage of material in all leads and lifts. | ||
| 4 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 3698.60 | Sqm |
| 5 | Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to all level, excluding the cost of centering, shuttering and finishing including carriage of material in all leads and lifts. | 2720.80 | Cum |
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