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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-Finance 9 9 SITALATALA 2ND LANE NONA CHANDANPUR BARRACKPORE PIN 700122 | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 700122 | L1 | Accepted-Finance L1 Bidder | |
| 2 | L2₹9.4 L+₹2,797.80 (0.30%)Rejected-Finance C O BIPLAB DAS 116 A 1 ARDEBOK ROAD NOAPARA BARASAT KOL 700125 24 PGS N | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700125 | L2 | Rejected-Finance Higher rate than L1 Bidder | |
| 3 | L3₹9.4 L+₹4,663 (0.50%)Rejected-Finance | L3 | Rejected-Finance Higher rate than L1 Bidder |
Tender Value
₹9.3 L
EMD Value
₹18,652
Closing Date
5 Mar 2026, 6:00 pmClosed
Executive Officer, Gayeshpur Municipality
Kataganj, Nadia
Construction of fencing beside high drain, including renovation of drain near by the drain repairing at Ward no. 6 within Gayeshpur Municipality (Booth No 250) Scheme Id- APAS/01/092/250/0001
2026_MAD_1014753_51
WBMAD/GM/PW/NIT-27/2025-26 Dated 24/02/2026
Open Tender
CIVIL WORKS
Percentage
30 days
Gayeshpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹18,652
14 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
Earth work in excavation of foundation trenches or drains, in all sortsof soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item ncludes necessary trimming the sides oftrenches, levelling, dressing and ramming the bottom, bailing out wateras required complete. (a) Depth of excavation not exceeding 1,500 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 inished quantity of work) (a) With earth obtained from excavation of foundation.
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
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.
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. Foundation & Plinth , Ground Floor
Brick work with 1st class bricks in cement mortar (1:4)(a) In Foundation and Plinth, Rate Analysis
125 mm. thick brick work with 1st class bricks in cement mortar (1:4 ) in ground floor.
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, Rate Analysis
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. Rate Analysis
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initialstraightening 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 SteelI. (ii) JSW/JSPI........ /SSL. Foundation & Plinth , Ground Floor .
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
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m
Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. (The rate is exclusive of the cost of posts) (I) 50 mm. x 50 mm. x 8 g.
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
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