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Inquiry NowConstruction Of Samudayik Bhaw, Mandi - Tender Details
Explore tender information for Construction Of Samudayik Bhaw in Mandi, including eligibility, deadlines, and bid specifics.
Rural Development
Mandi, Himachal Pradesh, India
NTID 38986018
- Opening Date : Mon 27th January, 2025
- Closing Date : Fri 24th January, 2025
- ₹ 3127771.00
- NTID 38986018
Construction Of Samudayik Bhawan Panchayat Ghar Building On Existing Mukhya Mantri Lok Bhawan At Dhaniyara Development Block Sadar Mandi Distt Mandi Himachal Pradesh Sub Head Construction Of Civil Work Water Supply And Sanitary Installations Etc
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
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EMD
63000.00 -
Document Cost
1500.00 -
Estimated Cost
3127771.00
BOQ Items Total Items : 125 | Total Qty : 17664.41
# | Item | Quantity | Units |
---|---|---|---|
1 | 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 any level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge. | 8.24 | cum |
2 | Reinforced cement concrete work in 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 up to floor all levels 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) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge. | 18.18 | cum |
3 | Reinforcement cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 (fifteen degree) up to all floor level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed vibrated and curing complete including carriage of materials with in all leads, lift and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. | 1.42 | cum |
4 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1 :3 (1 cement : 1 coarse sand) : 3 graded stone aggregate 20mm nominal size) including carriage of materials with in all leads, lift and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. | 1.20 | cum |
5 | Providing form work with steel plates 3.15 mm ( three point fifteen millimetre ) thick welded with angle iron in frame 30x30x5 mm (Thirty millimetre x Thirty millimetre x five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in any height of propping and centering below supporting floor to ceiling upto floor all level and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer-in-charge in:- |
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