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Corrigendum Construction Of , Shimla - Tender Details
Explore tender information for Corrigendum Construction Of in Shimla, including eligibility, deadlines, and bid specifics.
Public Works Department
Shimla, Himachal Pradesh, India
NTID 39075374
Opening Date : Fri 7th February, 2025
Closing Date : Fri 7th February, 2025
- ₹ 5954112.00
- NTID 39075374
Corrigendum : Construction Of R/wall, B/wall C.d. Work And Crash Barrier Etc In Km 0/0 To 4/930 Balance Work
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
119100.00 -
Document Cost
2000.00 -
Estimated Cost
5954112.00
BOQ Items Total Items : 8 | Total Qty : 2161.91
# | Item | Quantity | Units |
---|---|---|---|
1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material including all leads and lifts as per direction of the Engineer-in-Charge. (Ordinary Soil) | 691.43 | Per cubic meter |
2 | Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203including all leads and lifts as per direction of the Engineer-in-Charge 1:4:8 (1 cement 4 sand : 8graded stone agg. 25 mm nominal size ) | 727.58 | Per cubic meter |
3 | Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203including all leads and lifts as per direction of the Engineer-in-Charge 1:4:8 (1 cement 4 sand : 8graded stone agg. 40 mm nominal size ) | 17.68 | Per cubic meter |
4 | Providing and Laying in postion cement Concreteof specified grade excluding the cost of centering and shuttering-all work up to plinth level including all leads and lifts as per direction of the Engineer-in-Charge). (1:2:4 1 Cement :2 sand:4 graded stone agg.) 20 mm Nominal size) . | 79.99 | Per cubic meter |
5 | Stone filling/Back filling behind the retaining wall. all leads and lifts as per direction of the Engineer -in -Charge. | 92.73 | Per cubic meter |

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