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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 23 2 P K CHOWDHURY LANE HOWRAH 711103 | HOWRAH | HOWRAH | WEST BENGAL | 711103 | ₹1.0 Cr | L1 | Accepted-AOC Accepted as the bid is L1 (Lowest One) |
| 2 | L2₹1.0 CrRejected-Finance VILL GOSWAMI MALIPARA P O GOSWAMI MALIPARA DIST HOOGHLY | HOOGHLY | WEST BENGAL | ₹1.0 Cr | L2 | Rejected-Finance Rejected as the bid is not L1 (Lowest One) |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance Rejected as the bid is not L1 (Lowest One) |
| 4 | L4₹1.1 CrRejected-Finance | ₹1.1 Cr | L4 | Rejected-Finance Rejected as the bid is not L1 (Lowest One) |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
6 Apr 2026, 2:00 pmClosed
SE/C-II/RB/KMDA
OFFICE OF THE SUPERINTENDING ENGINEER CIRCLE - II, R and B SECTOR, K.M.D.A. UNNAYAN BHAVAN, BLOCK - A, (7TH FLOOR) BIDHAN NAGAR, KOLKATA - 700 091
Repairing of road surface and upgradation of road infront of Shyamali Abasan EA Block (both sides) under Ward No.- 33 under Bidhannagar Municipal Corporation.
2026_KMDA_1023147_10
61/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2025-2026 DATE 13/03/2026
Open Tender
CIVIL WORKS
Percentage
60 days
Bidhannagar Municipal Corporation.
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.1 L
3 Aug 2026
16 Mar 2026
8 Apr 2026
16 Mar 2026
6 Apr 2026
16 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 | Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm. | - | Sq-m | - | - |
| 2 | Constructing Catch pit to a depth of 0.6 meter (Inside), 250mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soiling and 75mm thick cement concrete with stone chips (1:3:6) including necessary earth work, with 20mm thick cement plastering (1:4) and artificial stone flooring finished. | 10 | each | - | - |
| 3 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)
(iii) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size
Cover: 600 mm X 75 mm
Frame: 750 mm X 150 mm
opening: 525mm
Weight: 170 kg (approx) | - | each | - | - |
| 4 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.
(a) In 1:4 proportion. | - | cu-m | 1 | - |
| 5 | 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 | - | Sq-m | - | - |
| 6 | 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 | - | - |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stonechips (20 mm nominal size) excluding shuttering andreinforcement if any, in ground floor as per relevant IS codes
(i) Pakur Variety | - | cu-m | - | - |
| 8 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in Charge including filling of joints with 10 mm thick cement morter (3:1)
and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete | - | Mtr | - | - |
| 9 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical
means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
(i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm) | - | Sq-m | 1 | - |
| 10 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.) | - | Sq-m | - | - |
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