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NTID 42975122
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Inquiry NowConstruction Of A Designer Bam in Mandi - Complete Tender Details
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Indian Institute of Technology Mandi
Mandi, Himachal Pradesh, India
NTID 42975122
- Opening Date : Mon 22nd December, 2025
- Closing Date : Fri 19th December, 2025
- ₹ 15894503.00
- NTID 42975122
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
317890.00 -
Document Cost
1180.00 -
Estimated Cost
15894503.00
BOQ Items Total Items : 12 | Total Qty : 2501.74
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth within all lead and lift, as directed by Engineer-in-Charge: a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 135.01 | Sqm |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in built or 10 sqm on plan), including dressing of sites & ramming of bottoms, with in all lift, including getting out the excavated soil & disposal of surplus excavated soil as directed, within all lead. All kind of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 3.08 | cum |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTION anti-termite treatment (excluding the cost of chemical emulsion). Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 456.00 | sqm |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 20.86 | cum |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. | 8.04 | cum |
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