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NTID 39770383
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Construction For The Developme, Mandi - Tender Details
Himachal Urban Development Authority
Mandi, Himachal Pradesh, India
NTID 39770383
- Opening Date : Thu 27th March, 2025
- Closing Date : Wed 26th March, 2025
- ₹ 828749.00
- NTID 39770383
Tender Description
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 56 | Total Qty : 2266.31
# | Item | Quantity | Units |
---|---|---|---|
1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil all lead and lifts as directed by the Engineer-in- charge. All kinds of soil | 32.31 | Cum. |
2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of material in all leads and lifts. | 2.62 | Cum. |
3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material in all leads and lifts. | 4.63 | Cum. |
4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) including carriage of material in all leads and lifts. | 5.16 | Cum. |
5 | Stone soling properly handpacked filling interstices with spalls and consolidating with hand ramming to the required level including spreading watering and ramming complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour) including carriage of material in all leads and lifts. | 6.94 | Cum. |
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