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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC 95 K 6 BASUDHARA CHINGRIGHATA KOLKATA 700105 | KOLKATA | KOLKATA | WEST BENGAL | 700105 | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹32.9 L+₹48,226.95 (1.49%)Rejected-Finance | L2 | Rejected-Finance For higher quoted rate than L1 | |
| 3 | L3₹33.2 L+₹76,769.42 (2.37%)Rejected-Finance VILL RAMBAGH P O BHAGWANGOLA P S BHAGWANGOLA DIST MURSHIDABAD | BHAGWANGOLA | MURSHIDABAD | WEST BENGAL | L3 | Rejected-Finance For higher quoted rate than L1 | |
| 4 | Rejected-Technical NAWABPUR RAJARHAT NEW TOWN KOLKATA 00135 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700135 | - | Rejected-Technical Not qualified due to insufficient of technical eligibili |
Tender Value
Refer Docs
EMD Value
₹65,615
Closing Date
6 Jun 2026, 12:00 pmClosed
Executive Engineer NTKD-II PHED
Administrative Building 2nd Floor, Water Treatment Plant Site, Tank No.-I, New Town, Rajarhat, Kolkata-700156
Construction of guard wall and protection work of river bank from erosion at Debendrabala Ghat under New Town Kolkata Project.
2026_PHED_1024768_1
PHE/NTKD-II/e-14 OF 2026-2027
Open Tender
CIVIL WORKS
Percentage
90 days
Work
Please refer Tender documents.
6 documents required · 6 mandatory
₹65,615
15 Jul 2026
19 May 2026
8 Jun 2026
20 May 2026
6 Jun 2026
20 May 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 |
|---|---|---|---|---|---|
| 0.0 | 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 1500 mm. | 170 | Cum. | 119.27 | ₹20,275.9 |
| 0.9 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | 115 | Cum. | 192.38 | ₹22,123.7 |
| 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 works).
(a) With earth obtained from excavation of foundation. | 150 | Cum. | 77.54 | ₹11,631 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 115 | Sq.m | 361 | ₹41,515 |
| 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. | 14 | m3 | 6,119.69 | ₹85,675.66 |
| 5 | Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier]
In ground floor and foundation.
(i) Without approved concrete pump | 110 | Cum | 7,589.19 | ₹8,34,810.9 |
| 6 | 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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 435 | Sqm. | 335 | ₹1,45,725 |
| 7 | 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
I. SAIL/ TATA/RINL | 12.8 | MT | 55,009 | ₹7,04,115.2 |
| 8 | Supplying Eucalyptus-bullah piles at work site including dressing and making one end pointed.
150mm diameter | 2,690 | Mtr. | 217 | ₹5,83,730 |
| 9 | Coal tarring on wooden surfaces including cost of materials
Single coat. | 1,266 | sqm | 22 | ₹27,852 |
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