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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-Finance GSTIN: 19AGJPR9635H1ZP | ₹18.0 L | L1 | Accepted-Finance Accepted as the bidder is L1 |
| 2 | L2₹18.4 LRejected-Finance GSTIN: 19AABFE7880R1ZJ | ₹18.4 L | L2 | Rejected-Finance Rejected as the bidder is L2 |
| 3 | L3₹18.8 LRejected-Finance | ₹18.8 L | L3 | Rejected-Finance Rejected as the bidder is L3 |
Tender Value
₹18.0 L
EMD Value
₹35,936
Closing Date
11 Mar 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, Kurseong Engineering Division, De Marie Lodge, GTA, Kurseong
Emergent Restoration of damaged retaining wall at Aorary Turning Nurbong Link Road, Nurbong.
2026_GTA_1014486_1
51/EE/KED/GTA of 2025-26 (2nd call of NIeT 42)
Open Tender
CIVIL WORKS
120 days
De Marie Lodge, Kurseong
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹35,936
Yes
20 May 2026
25 Feb 2026
13 Mar 2026
25 Feb 2026
11 Mar 2026
25 Feb 2026
25 Feb 2026 - 11 Mar 2026
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
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