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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | -0.05% | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 CrAdmitted-Finance | +1.00% | ₹3.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.7 CrAdmitted-Finance | +2.00% | ₹3.7 Cr | L3 | Admitted-Finance |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
23 Feb 2026, 6:55 pmClosed
Superintending Engineer, Programme Circle
Office of the Superintending Engineer, Programme Circle, SD Sector, KMDA Unnayan Bhawan, 5th Floor, Block-A, Salt Lake City, Kolkata 700091
Construction of storm water Masonry and RCC drain.........different wards under Kanchrapara Municipality for betterment of drainage system
2026_KMDA_993855_1
16/SE(Prog)/SD/KMDA OF 2025-2026(Recall)
Open Tender
CIVIL WORKS
240 days
KANCHRAPARA MUNICIPALITY
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7.3 L
4 Mar 2026
30 Jan 2026
25 Feb 2026
30 Jan 2026
23 Feb 2026
30 Jan 2026
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.
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.
Filling in foundation or plinth by silver 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).
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
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
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. a) Pakur Variety
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
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
(f) 25 mm to 30 mm shuttering without staging in foundation
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, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL
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 1:4 cement mortar (a) 20 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.
Dismantling all types of masonry exceptingcement concrete plain or reinforced, stacking serviceable materials at site and removingrubbish as directed within a lead of 75 m. a) In ground floor including roof.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
Supplying Fine sand as per approved specification and stacked at site
Supplying to site empty cement polythene bags(capacity 50kg) in good condition including stacking, incedental charges etc.all complete (capacity 50kg).
Labour charges for filling empt with all kind of earth (wet or dry) sand or aggregate (stone/brick) and swing as done in case of cement bagy cement gunny bag/polythene bag (capacity 50kg) with all kind of earth (dry or wet), sand or aggregates (stone/bricks) and sewing as done in case of cement bags, (tying with knot after filling will be accepted), and stacking within a lead of 30m as per direction of E.I.C (Cost is excluding the cost of any types of filling materials). NB:- volume of earth/sand filled bags should not be less than 0.028cum/bag.
Dumping in position earth/sand filled gunny/poly bags (capacity 50 kg) within a lead of 30m inclusive of all lifts.
Removing earth filled Poly bags/ Gunny bags from the channel bed/ slope and initially depositing the same near channel bank at a place as directed by the E.I.C. for measurement and then disposing off the same at a distance not less than 60m from the channel side.
Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays, ties, runners etc and lining the exposed portion with sheets made form cut-drums fitted and fixed complete as per direction. (a) With bamboos of length between 1.20 m. and 1.80 m. each.
GST @ 18%on SL No 1 to 22
Cess @ 1% on SL No 1 to 23
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