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💬 Talk to Our Bidding ExpertConstruction Of Road Drain An in Fatehpur-UP - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road Drain An" in Fatehpur-UP, India.
Uttar Pradesh State Industrial Development Corporation Limited
Fatehpur-UP, Uttar Pradesh, India
NTID 43033984
- Opening Date : Tue 23rd December, 2025
- Closing Date : Tue 23rd December, 2025
- ₹ 44942864.00
- NTID 43033984
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
1060652.00 -
Document Cost
8850.00 -
Estimated Cost
44942864.00
BOQ Items Total Items : 72 | Total Qty : 141261.69
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dag belling 15 cm deep in one line with flags and jhandies including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge. | 3774.00 | RM |
| 2 | Making Level Pillar average 0.50 m height (average ) or as directed by the Engineer In Charge with Brick work in 1:6 cement and coarse sand mortar, Plastering with 1:6 cement and fine sand mortar in road side face and top of pillar and also including painting to demarcate thickness of each coat of metal. | 59.00 | EACH |
| 3 | Earth work in excavation in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth from out side of Industrial Area. | 3736.26 | CuM |
| 4 | Construction of embankement with approved material obtained from availabe land as permitted and approved by Engineer-in- Charge and as per Techinal Speciation Clause 301.3.4.1, with all lifts and leads spreading , grading to required slpoe and comacted to meet requirement or Table 3001.1 and 300.2 as per Technical Specificatio clause 301.5 | 1471.86 | CuM |
| 5 | Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vibratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 401) | 1918.08 | CuM |
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