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NTID 43903482
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💬 Talk to Our Bidding ExpertConstruction Of Cc Road And Na in Chitrakoot - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Cc Road And Na" in Chitrakoot, India.
Directorate of Local Bodies UP
Chitrakoot, Uttar Pradesh, India
NTID 43903482
- Opening Date : Mon 16th February, 2026
- Closing Date : Mon 16th February, 2026
- ₹ 3374000.00
- NTID 43903482
Key Values: Document Cost: 4000.00 | EMD: 67480.00 | Estimated Cost: 3374000.00
Tender Description
Construction Of Cc Road And Naali From Damdama Baba Mandir To Primary School In Ward No. 12 Mau
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
67480.00 -
Document Cost
4000.00 -
Estimated Cost
3374000.00
BOQ Items Total Items : 10 | Total Qty : 1184.99
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling, watering & ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m( 100ft) from the foundation trenches. SI No 251 | 152.000 | cum |
| 2 | Laying & consolidation of 22.4.53mm GSB with screening 13% 6.7mm grit and 6% 2.8mm stone Dust including supply of all materials labour T&P etc. for proper completion of work. | 138.400 | cum |
| 3 | Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281 | 138.400 | cum |
| 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 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mis design laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythen film wedges, steel plastes including levelling the fromwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plaste vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bras near approaches to birdeg/culvert and construction joints admistures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing andTechnical specification Clause.1501 | 180.000 | cum |
| 5 | R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Drain/slabs excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost. | 78.080 | qtl |
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