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💬 Talk to Our Bidding ExpertRestoration Works Under Specia in Agartala - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Restoration Works Under Specia" in Agartala, India.
NTID 44545426
- Opening Date : Fri 10th April, 2026
- Closing Date : Thu 9th April, 2026
- ₹ 88454305.00
- NTID 44545426
Key Values: Document Cost: 11800.00 | EMD: 1769000.00 | Estimated Cost: 88454305.00
Tender Description
Restoration Works Under Specialized Repairs Through Stmc For Erosion Control And Slope Protection At Damaged Stretches Including Landslips On Various Chainages On Nh-08 Section From Mungiakami To Champaknagar Due To August 2024 Floods, Based - Restoration works under “Specialized Repairs” through STMC for erosion control and slope protection at damaged stretches including landslips on various chainages on NH-08 section from Mungiakami to Champaknagar due to August 2024 floods, based on the assessment report of technical consultant NIT Agartala in the State of Tripura in the FY 2025-26 on percentage basis and work order basis
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
1769000.00 -
Document Cost
11800.00 -
Estimated Cost
88454305.00
BOQ Items Total Items : 9 | Total Qty : 195407
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of Embankment with material Obtain from Borrow pit Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300. | 68336.0900 | Cum |
| 2 | Backfill with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300. | 37014.2200 | Cum |
| 3 | Gabian Structure for Retaining Earth Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3. | 6946.6000 | Cum |
| 4 | Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). (b) Facia material and its placement. (c) Assembling, joining with facing elements and laying of the reinforcing elements. (d) Earthfill with granular material which is to be retained by the wall. B. With reinforcing elements of synthetic geogrids | 71620.8000 | sqm |
| 5 | Laying of a geotextile 120 gsm non woven membrane, 100% polyester of thickness 1 to 1.25 mm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the pitching with cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per drawing and MoRT&H Technical specifications clause 700, 2504 bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. | 7915.0000 | sqm |
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