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NTID 46090294
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💬 Talk to Our Bidding ExpertGwari Fly Over K Nikat Green B in Lucknow - Complete Tender Details
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LUCKNOW DEVELOPMENT AUTHORITY
Lucknow, Uttar Pradesh, India
NTID 46090294
- Opening Date : Wed 19th August, 2026
- Closing Date : Tue 18th August, 2026
- ₹ 0.00
- NTID 46090294
Key Values: Document Cost: 4366.00 | EMD: 2160600.00 | Estimated Cost: 0.00
Tender Description
Gwari Fly Over K Nikat Green Belt Par Viraam Khand 5 K Samne Bio Dyvercity Park K Bagal Mein Sahara Se Rikt Huyi Bhoomi Par Lotous Park Ka Nirman Wa Vikaas Karya Sansodhit Naam Garden Velley Park Ka Nirman Ewam 1 Year K Anurakshan Ka Karya Faze 1
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
2160600.00 -
Document Cost
4366.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 268 | Total Qty : 603792.251
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | 22716.925 | Sqm |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil. | 695.1 | Cum |
| 3 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/ sub-base reinforcement having minimum tensile strength 15kN/m in the longitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. | 6000 | Sqm |
| 4 | Applying stamping finish to the top surface of freshly laid plain / reinforced cement concrete of specified grade in portico, side walks, drive ways, pool decks and open yard as per direction of the Engineer-in-Charge. * The concrete shall be placed and screened to the finished grade and floated to the uniform surface by using standard finishing techniques. approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in twoor more shakes floated after each shake and trowel only after final floating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethene stamp moulds of approved design and in required sizes to achieve final stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size and weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while the concrete is in plastic stage of setting. * After stamping, the curing shall be done as per manufacturers specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/Sqm on finished surface. * The construction joints shall be provided by grove cutting of size 4 mm x 20 mm in panel size 3 m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing & laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethene resin based topprotective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (The cost of concrete for flooring is not included in the item, which shall be paid for seperately). | 2790 | Sqm |
| 5 | Construction of embankment with approved material obtained from row pit with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required table 300,1 and 300.2 with a lead upto 1000 mtr as per technical specification clause 301.5 cartage upto 25km (SOR iteam 2020-2021) | 38955.3 | CUM |
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