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NTID 44620257
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Inquiry NowConstruction Of Road And Naali in Chitrakoot - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road And Naali" in Chitrakoot, India.
Directorate of Local Bodies UP
Chitrakoot, Uttar Pradesh, India
NTID 44620257
- Opening Date : Mon 20th April, 2026
- Closing Date : Mon 20th April, 2026
- ₹ 1079000.00
- NTID 44620257
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
21580.00 -
Document Cost
1500.00 -
Estimated Cost
1079000.00
BOQ Items Total Items : 11 | Total Qty : 379.07
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work Filling inRoad | 124.200 | cum |
| 2 | 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 | 41.400 | cum |
| 3 | C.C. Road works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Foundation excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I.Icludind 25 Mycron Polythin & 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. | 41.400 | cum |
| 4 | 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 the 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. | 66.240 | cum |
| 5 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 | 41.400 | cum |
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