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Corrigendum Work Of Strength, Chitrakoot - Tender Details
Explore tender information for Corrigendum Work Of Strength in Chitrakoot, including eligibility, deadlines, and bid specifics.
Public Works Department
Chitrakoot, Uttar Pradesh, India
NTID 38688089
Opening Date : Sat 29th March, 2025- Closing Date : Sat 29th March, 2025
- ₹ 1930000.00
- NTID 38688089
Corrigendum : Work Of Strengthening And Beautification Of The Road From Sitapur Ratnavali Road To The Back Of Yajgavedi Matagjendranath Temple.
Key Values: Document Cost: 950.00 | EMD: 193000.00 | Estimated Cost: 1930000.00
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
193000.00 -
Document Cost
950.00 -
Estimated Cost
1930000.00
BOQ Items Total Items : 15 | Total Qty : 1769.16
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60metres. | 120.00 | sqm |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 18.00 | cum |
| 3 | Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (As per SOR Chapter 6, item No-6.7 (1)) | 120.00 | sqm |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, (As per SOR Chapter 6, item No-6.4) | 18.00 | cum |
| 5 | 8.20 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). | 10.00 | sqm |
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