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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified. |
| 2 | Accepted-Technical 5A GOBINDA SARKAR LANE KOLKATA 700 012 | KOLKATA | WEST BENGAL | 700012 | Accepted-Technical Qualified. |
| 3 | Accepted-Technical | Accepted-Technical Qualified. |
| 4 | Accepted-Technical | Accepted-Technical Qualified. |
| 5 | Accepted-Technical | Accepted-Technical Qualified. |
Tender Value
₹4.9 L
EMD Value
₹9,881
Closing Date
13 Aug 2026, 11:00 amClosed
Assistant Engineer, BNWSD-II, VYBK
Emergent Patch Repair of Internal Pathway and allied works at West Bengal National University of Juridical Science Dr Ambedkar Bhavan 12 L B Block Sector III Salt Lake City Kolkata 700106 during the year 2026 2027
Emergent Patch Repair of Internal Pathway and allied works at West Bengal National University of Juridical Science Dr Ambedkar Bhavan 12 L B Block Sector III Salt Lake City Kolkata 700106 during the year 2026 2027
2026_WBPWD_5017682_1
NIeT-06/AE/BNWSD-II of 2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
SALT LAKE
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,881
Yes
14 Oct 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
13 Aug 2026
30 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (iii) Above 100 mm thick. | 315 | Sq. M. | - | - |
| 2 | Dismantling all types of plain cement concrete
works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof.
(a) upto 150 mm. thick. | 10.04 | Cu. M. | - | - |
| 3 | Brick work with 1st class bricks in cement mortar (1:6). (a) In foundation and plinth, | 5.4 | Cu. M. | - | - |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
a) Pakur Variety. | 45.25 | Cu. M. | - | - |
| 5 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 59.85 | Sq. M. | - | - |
| 6 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel.
II. Other than SAIL/ TATA/RINL | 1.34 | M.T. | - | - |
| 7 | 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]
(i) With 1:6 cement mortar.
(b) 15 mm thick plaster. | 44.86 | Sq. M. | - | - |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. | 42.95 | Sq. M. | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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2911.pdf
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BOQ_5088022.xls
BOQ • 0.28 MB
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