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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹6.4 LRejected-Finance | ₹6.4 L | L2 | Rejected-Finance For higher quoted rate than L1 |
| 3 | L3₹6.4 LRejected-Finance GHUNI LASKARPAR NEW TOWN KOLKATA 700 157 | 24 PARAGANAS NORTH | WEST BENGAL | 700157 | ₹6.4 L | L3 | Rejected-Finance For higher quoted rate than L1 |
| 4 | L4₹6.5 LRejected-Finance | ₹6.5 L | L4 | Rejected-Finance For higher quoted rate than L1 |
Tender Value
Refer Docs
EMD Value
₹12,675
Closing Date
16 Jan 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
Laying of 400mm dia sewer network from West Bengal Housing Board constructed 09 (Nine) nos. multistoried apartment at street no. 689 in AA-IIC under NTK project.
2025_PHED_981032_1
PHE/NTKD-II/e-22 OF 2025-2026
Open Tender
CIVIL WORKS
45 days
Work
Please refer Tender documents.
5 documents required · 5 mandatory
₹12,675
2 Feb 2026
30 Dec 2025
19 Jan 2026
31 Dec 2025
16 Jan 2026
31 Dec 2025
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means Bituminous Courses
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (b) Cement mortar
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.
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
Hire & labour charges for shoring work(including necessary close plank, walling, framing, Eucaliptus bollah pilling, sturtting etc) complete (a) Depth up to 1.5 m
b) For additional depth beyond 1.5 m & up to 3.00 m
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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) (f) 25 mm to 30 mm shuttering without staging in foundation
Ordinary Cement concrete (mix 1:2:4) 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
Providing and Laying including supply Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. Note: i) Payment will be made as per actual requirement and consumption in the field. ii) 25 % payment against this item will be with held till hydraulic test of pipeline is done as provided separately. i) 400 mm dia (Rate analysis as per PWD Schedule)
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
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) 20 mm thick plaster
(ii) With 1:4 cement mortar (b) 15 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.
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) (a) With earth obtained from excavation of foundation.
(B) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) Note: Payment will be made as per actual requirement and consumption in the field.
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
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.
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx)
Supplying, fitting and fixing in position of PVC Foot Step (Heavy) at different manhole.
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
Making barricading for protecting the trench to avoid any accident including making arrangement of road light during the night. (Each location)
100 mm thick interlocking designer concrete paver block M-50 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. Grey
GST @ 18% of (Sl No. 1 to 20) i.e. Rs. 531756.18 @ 18%=Rs. 95716.11
CESS @ 1% of (Sl No. 1 to 21) i.e. Rs. 627472.30 @ 1%=Rs. 6274.72
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