Tender For Slope Protection Measures At Landslide Affected Area At Downstream Left Bank Of Hatidubi Dam, Karbi Langpi Hydro Electric Project (2X50 Mw), Apgcl, West Karbi Anglong , Assam (Phase-Ii)
Tender Value
2.27 Crore
Estimated cost
Bid Submission
05 Aug 2026
18 days left
EMD
4.54 Lakhs
Bank guarantee accepted
Document Fee
4550
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagaon → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Slope Protection Measures At Landslide Affected Area At Downstream Left Bank Of Hatidubi Dam, Karbi Langpi Hydro Electric Project (2X50 Mw), Apgcl, West Karbi Anglong , Assam (Phase-Ii)
BOQ
| Sl. No. | Item Description |
| 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 50 m outside the periphery of the area cleared. |
| 2 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5m All kinds of Soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 4 | Bed Rock & Surface Rock Excavation and DressingEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary Rock |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete abobe plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 9 | Type B (First Class Beddding) Laying (FirstClass) bedding on well compacted approved granular material as per Clause 1105 |
| 10 | Supply and Installation of Self Drilling Anchors of 38 mm diameter ,Yield load minimum 400kN, or equivalent CTAs, nut, washerplate, 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. |
| 11 | Providing subsurface drainage pipes (horizontal / inclined) in the slope with perforated PVC pipe (lined with Non -woven Geotextile) of 50 mm internal diameter by drilling and inserting the perforated PVC pipe as per the drawings etc. complete and as directed by Engineer -In -Charge. |
| 12 | Supply and installation of EAD (230025-00-0106)certified High Tensile Strength steel Wire Mesh made of minimum diameter 3mm HTwire (1770N/mm2), with longitudional tensile strength of min. 150 kN/m, bearing resistance against puncturing of minimum 180 kN, bearing resistance against shearing off of minimum 90kN bearing resistance againsts parallel stress of minimum 30kN, corrosion protection coating (Zn95Al5) of minimum 150 grams/sqm complete with all accessories like boundary ropes, Spike Plates connection clips,press claws and other connecting elements as per IRC SP48:2023 directed by Engineer-in-charge. The product should have EPD certification to ensure minimal carbon footprint during manufacture. Secondary Mesh will be 3D propylene erosion control mat with minimum 600 grams / sqm and UV stabilized. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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