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NTID 47001098
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Inquiry NowRenovation Work Of Krishnapur in Surajpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renovation Work Of Krishnapur " in Surajpur, India.
Department Of Water Resources
Surajpur, Chhattisgarh, India
NTID 47001098
- Opening Date : Thu 22nd October, 2026
- Closing Date : Wed 21st October, 2026
- ₹ 21694866.50
- NTID 47001098
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
150000.00 -
Document Cost
311.00 -
Estimated Cost
21694866.50
BOQ Items Total Items : 27 | Total Qty : 3201
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in all kind of soft/ loose/ hard/ dense soils/ disintegrated/ weathered rock, spoil banks moorum and moorum mixed with boulders and mud for dam earthen bund and cross and longitudinal open drain including wet excavation dressing, benching the seat of embankment to an average depth of 15 cm and cross slope of 1 in 12 including cleaning of all foreign material, vegetation and other growth like grass and plant roots placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of dewatering, site clearance, all materials, machinery, labour and dressing, including all lead and lifts etc., complete. and cost of all materials as per approved design, drawing, specifications and/or as directed by Engineer-in-Charge. | 38,048.89 | cum |
| 2 | Excavation in in all kind of soft/ loose/ hard/ dense soils/ disintegrated/ weathered rock, spoil banks moorum and moorum mixed with boulders and mud including wet excavation dressing and also different types of soil in canal bed and sides slopes for lining, sleepers, steps, coping and under drainage arrangement including dressing to the profile placing the excavated soil neatly in specified dump area and all other ancillary operations including all lead and lifts etc., complete as per approved design, drawing, specifications and/or as directed by Engineer-in-Charge. | 169.35 | cum |
| 3 | Earthwork for embankment adjacent to masonry/ concrete structures key wall, sluice barrel etc. and filling trial pits using selected soil from approved borrow area in layers of 100 to 150 mm (before compaction), Stripping the seat of embankment, ramming and laying and Earthwork for embankment (hearting/ casing) using selected soil from approved borrow areas in layers of 250 to 300 mm and Constrution of temporary bunding in nalla to store water for watering during consolidation including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting to maximum dry density using pneumatic tampers/ vibrating earth rammers and all other ancillary operations complete including all lead, lift and cost of all materials as per approved design, drawing, specifications and/or as directed by Engineer-in-Charge. | 12,131.55 | cum |
| 4 | Dismantling and Demolishing lime concrete or cement concrete in foundations or under floors, haunches or arches or terrace and also dismantling brick masonry including arches in lime or cement mortar and all other ancillary operations complete including all lead, lift and cost of all materials as per approved design, drawing, specifications and/or as directed by Engineer-in-Charge. | 492.72 | cum |
| 5 | Providing and laying M15 grade Plain Cement Concrete Design Mix with 40 mm graded aggregate clean, hard for foundation filling and substructure, including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing for 28 days, packing joints of shuttering and all other ancillary operations complete including all lead, lift and cost of all materials as per approved design, drawing, specifications and/or as directed by Engineer-in-Charge. | 108.42 | cum |
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