Tender for UTTAR PRADESH HOUSING AND DEVELOPMENT BOARD - NTID 31382449
UTTAR PRADESH HOUSING AND DEVELOPMENT BOARD
Etawah, Uttar Pradesh, India
NTID 31382449
- Opening Date : Wed 12th April, 2023
- Closing Date : Wed 12th April, 2023
- ₹ 20000000.00
- NTID 31382449
Construction Of 48 Nos Ews G 3 Type Flats Under Pmay Urban Ahp In Soot Mill Awasiya Yojna Etawah
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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
400000.00 -
Document Cost
5310.00 -
Estimated Cost
20000000.00
BOQ Items Total Items : 136 | Total Qty : 20408.41
# | Item | Quantity | Units |
---|---|---|---|
1 | (Civil Work)- Earth work exacavation in trenches for foundations, pipes cables etc. in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 50 m & drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by the Engineer in charge with lead of 50 m. | 1,222.85 | cum |
2 | sand filling in plinth including supply of necessary quantity of sand to the site of work and including watering, ramming consolidating and dressing complete etc. labour tools & plants etc. required for proper completion of work. Lead 50m and lift up to 1.50m as per directed by the E/I. | 55.65 | cum |
3 | Supply and filling of earth (ordinary soil) upto a required level including cartage of earth from a distance upto 8.00 km from site. Compacting in each layer not exceeding 20 cm also including cutting, loading,unloading, dressing, watering , rammimg, labour, royalty and required for proper completion of work as per direction of E/I. | 679.43 | cum |
4 | Filling of available excavated earth in trenches, plinth, sides of foundation, etc in layers not exceeding 20 cms in depth, consolidation each deposited layer by ramming and watering including lead upto 50 m. and lift upto 1.5 m.(Only labour rate) as per direction of E/I. | 1,902.28 | cum |
5 | Providing and Injecting chemical emulsion for pre-constructional anti termite treatment and creating and chemical varrier under and aound the coloumn pits wall, trenches, basement, excavation top surface of plinth filling junction of wall and floor along the external of the building expention joints surrounding of pipes and conduits etc complete plinth area of the building at the ground floor only shall be measured as per IS 6313 (part-II 1981) aldrine emulsifiable concrete or any other apporoved material such as hepthachlor or cholordance will be used. The rate of application 5 Lit/per sqm of chemical emulsion shall be as follows- 1- Treatment for masonary and foundation. 2- Back fill in immediate contact with foundation 7.50 Lit per sqm. 3- Treatment of top surface of plinth filling 5 Lit per sqm. 4- Treament of soil along external perimeters of building 7.50 lt/sqm. 5- Treatment of soil under apron along external perimeter 5 lit per sqm. as per direction of E/I. | 408.84 | Sqm |
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