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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹8.7 L+₹2,296.90 (0.27%)Rejected-AOC 112 KHUDIRAM BOSE SARANI BELGACHIA KOLKATA 700004 | KOLKATA | KOLKATA | WEST BENGAL | 700004 | ₹8.7 L+₹2,296.90 (0.27%) | L2 | Rejected-AOC Greater than Lowest Bidder |
| 3 | L3₹8.7 L+₹2,977.46 (0.34%)Rejected-Finance 5743 BAGUINARA ROAD BURIBATTALA SUBHASGRAM SOUTH 24 PARGANA KOLKATA 700147 | KOLKATA | SOUTH 24 PARGANA | WEST BENGAL | 700147 | ₹8.7 L+₹2,977.46 (0.34%) | L3 | Rejected-Finance Greater than 2nd Lowest Bidder |
Tender Value
₹8.5 L
EMD Value
₹17,014
Closing Date
23 Mar 2026, 11:00 amClosed
EEKNIID
82 BELGACHIA ROAD KOLKATA37
AS PER NIT
2026_HSD_1016529_3
WBHOUSING/EE/KN2D/NIT15/25-26
Open Tender
CIVIL WORKS
Percentage
30 days
KOLKATA
REFERRED TO TENDER DOCUMENTS
5 documents required · 5 mandatory
₹17,014
Yes
82 BELGACHIA ROAD KOLKATA37
2 Sept 2026
28 Feb 2026
25 Mar 2026
28 Feb 2026
23 Mar 2026
6 Mar 2026
6 Mar 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 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm | - | Sq.m. | - | - |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(iv) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth | - | Cu.m. | - | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand | - | Sq.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.
(i) Pakur Variety | 1 | Cu.m. | - | - |
| 5 | Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth | 1 | Cu.m. | - | - |
| 6 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | - | Sq.m. | - | - |
| 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 1:4 cement mortar
(b) 15 mm thick plaster | - | Sq.m. | - | - |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m. | - | Sq.m. | - | - |
| 9 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.
i) With Pakur variety. (other than TATA/JSW/JSPL) | - | each | - | - |
| 10 | Sub-Total | - | - | - | - |
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