Tender for Haryana Board Corporation - NTID 28637139
Haryana Board Corporation
Karnal, Haryana, India
NTID 28637139
- Opening Date : Fri 21st October, 2022
- Closing Date : Thu 20th October, 2022
- ₹ 43095000.00
- NTID 28637139
Const Of 12m 24m Wide Roads In Institutional And Commercial Block In Sec32phiv Ue Karnal
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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
861900.00 -
Document Cost
3000.00 -
Estimated Cost
43095000.00
BOQ Items Total Items : 11 | Total Qty : 119793
# | Item | Quantity | Units |
---|---|---|---|
1 | Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications Note:-Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. | 35873.00 | p cum |
2 | Supply and stacking of Fly ash conforming to IRC- 58 at site, cum including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). | 7270.00 | p cum |
3 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer-in-charge. | 7270.00 | p cum |
4 | Granular Sub-Base (Mix in place)Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications Charge. | 3840.00 | p cum |
5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub bas/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications | 6400.00 | p cum |
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