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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.8 L+₹524.05 (0.11%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.8 L+₹5,335.77 (1.12%)Rejected-AOC NEW TOWN P O DIST ALIPURDUAR 736121 | ALIPURDUAR | ALIPURDUAR | WEST BENGAL | 736121 | L3 | Rejected-AOC L3 | |
| 4 | L3₹4.8 L+₹5,335.77 (1.12%)Rejected-AOC 139 3 A PO KHAGRA DIST MURSHIDABAD PIN 742103 | KHAGRA | MURSHIDABAD | WEST BENGAL | 742103 | L3 | Rejected-AOC L3 |
Tender Value
₹4.8 L
EMD Value
₹9,528
Closing Date
24 Jan 2026, 11:00 amClosed
CHAIRMAN ALIPURDUAR MUNICIPALITY
BF ROAD ALIPURDUAR
Construction of C C Drain with Cover Slab upto 85 Mtr 55 Mtr plus 30.00 Mtr and C C Road upto 55 Mtr Starting from Near the House of Bura Dutta to House of Dipak Saha and Ranjan Bhowmick to Back side of Ashit Das in Ward No IX under Alipurduar Mun
2026_MAD_989640_9
eNIT No 21/ 2025-26/PW 10 / ALIPURDUAR Dated 13.01.2026
Open Tender
CIVIL WORKS
Percentage
30 days
Ward No IX
PLEASE REFER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹1,500
₹9,528
Yes
15 Feb 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
16 Jan 2026 - 24 Jan 2026
Earthwork in excavation of foundation trenches or drains in all sorts soil (inc-luding mixed soil but excluding laterite or sandstone) including remov-ing spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, leveling, dressing, and ramming the bottom bailing out water as required complete. (a) Depth of excavation not exceeding1500 mm.
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. 1/5 of earth Cutting
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials. Add cost at site of 1.28 m³ of materials to arrive at the complete rate.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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. b) River bazree
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 relevent IS codes. (Pakur Verity)
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 (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) (f) 25 mm to 30 mm thick wooden shuttering with out Staging
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups binders etc including supply of rods, 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 inter-section, complete as per drawing and direction.(a) for works in foundation, basement and upto roof of ground floor/upto 4m. (i) Tor steel/Mild steel. JSW/JSPL/SHYAM/SRMB/BMASL/ELCTROSTEEL/SSL 1.00% of R.C.C. Volume ( Item No.- 1)
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 (b) 10 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 Same area of item no.-6
Labour cess @ 1%
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