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NTID 39770377
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Construction For The Developme, Mandi - Tender Details
Himachal Urban Development Authority
Mandi, Himachal Pradesh, India
NTID 39770377
- Opening Date : Thu 27th March, 2025
- Closing Date : Wed 26th March, 2025
- ₹ 1883803.00
- NTID 39770377
Tender Description
Documents
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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
Costs
-
EMD
37680.00 -
Document Cost
1770.00 -
Estimated Cost
1883803.00
BOQ Items Total Items : 51 | Total Qty : 4301.28
# | 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 | 152.91 | Cum. |
2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 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. | 15.66 | Cum. |
3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1 Cement : 5coarse sand) : 10 graded stone aggregate 40 mm nominal size) including carriage of material in all leads and lifts. | 6.75 | Cum. |
4 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 12.5mm nominal size) including carriage of material in all leads and lifts. | 8.95 | Sqm. |
5 | Reinforced cement concrete work in columns, beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of material in all leads and lifts. | 18.50 | Cum. |
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