Tender For Flood Protection Works Of Damaged Portions Due To Flash Flood Incident On 5Th August, 2025 Of Both Banks Of Kheer Gaad, Dharali Village And Along The Left Bank Of The River Bhagirathi At Dharali Village, Block Bhatwari, District Uttarkashi
Tender Overview
Project Description
Tender for Flood Protection Works Of Damaged Portions Due To Flash Flood Incident On 5Th August, 2025 Of Both Banks Of Kheer Gaad, Dharali Village And Along The Left Bank Of The River Bhagirathi At Dharali Village, Block Bhatwari, District Uttarkashi (Reach 0.00 To 350 Mtr)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | Date Extension | Date | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil with Dozer with lead upto 100 m(Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections) in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification |
| 2 | Excavation in Ordinary Rock with Dozer with lead upto 1000 metres (Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 3 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of each divided into 1m 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 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) |
| 4 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (M15 Grade) |
| 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (M25 Grade) |
| 6 | Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 7 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. By granular fill (available material) |
| 8 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 9 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) |
| 10 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 |
| 11 | Supply and Installation of Self Drilling Anchors of 38mm diameter, Yield load minimum 400 kN, nut, washer plate, coupler for connecting bars, drill bit and full length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by Engineer-In-Charge. |
| 12 | Removal of boulders from centre of Bhagirathi River and Kheer Gad and shifting at sides at Vulnerable reaches for making clear waterway (For 1.0 km stretch) Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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Online submission via eProcurement portal.
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