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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC 112 1 THAKURBARI STREET P O SERAMPORE HOOGHLY 712201 | SERAMPORE | HOOGHLY | WEST BENGAL | 712201 | ₹1.9 L | L1 | Accepted-AOC Lowest (L1) |
| 2 | L2₹1.9 L+₹1,150.30 (0.60%)Rejected-Finance | ₹1.9 L+₹1,150.30 (0.60%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹1.9 L+₹2,108.88 (1.10%)Rejected-Finance | ₹1.9 L+₹2,108.88 (1.10%) | L3 | Rejected-Finance Not L1 |
Tender Value
₹1.9 L
EMD Value
₹3,850
Closing Date
3 Mar 2026, 3:00 pmClosed
EE, DIV-I, Circle V(BSUP), Housing Sector, KMDA
OFFICE OF THE EXECUTIVE ENGINEER DIVISION-I, HOUSING SECTOR , KMDA(KIT WING) Unnayan Bhawan, DJ-11, Sector-II, 1st Floor, Block-A, Salt Lake, Kolkata- 700 091
Relaying of sewer line including other allied works at backyard of Block a inside Scheme No. BRS-82, Shyam Bose Road, Chetla under Housing Sector, KMDA
2026_KMDA_1011277_1
KMDA/HOUSING /EE/DIV-I/Circle V (BSUP)/NIT-20/2025-2026
Open Tender
CIVIL WORKS
Percentage
30 days
RS-82, Shyam Bose Road, Chetla
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹3,850
27 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. a) In Gr. Floor
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. a) In Gr. Floor
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.
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)
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.
Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. 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
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. (i) 35 mm. thick
Brick work with 1st class bricks in cement mortar(1:6) 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 a) In Gr. Floor
Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drain etc. Note: Cement 0.152 cum per 100 Sqm.
Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. (ii) 200mm internal dia.
Supply of UPVC pipes (B-Type) & fittings conforming to IS: 13592-1992. A)UPVC Pipe (a) Single socketed pipe 3.0 mtr length. i)110 mm dia
(B)Fittings (a) Door Bend (TS) i)110 mm dia
Labour for fitting and fixing UPVC pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or RC floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5mtr and refilling the same complete as per direction of Enginer-in-charge. (Payment will be made on centre line measurement of the total pipe line including specials. A) under ground i)110 mm dia
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) 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm Frame: 665 mm X 125 mm opening: 470mm Weight: 90 kg (approx)
(vii) 1 MT load bearing capacity round manhole cover provided with two lifter hook with matching frame of size Cover: 450 mm X 40 mm Frame: 540 mm X 80 mm opening: 360mm Weight: 34 Kg. (approx)
(ii) Light duty gully pit cover (yard gully) with with frame and hinge arrangement for opening of size Cover: 300 mm X 275 mm X 30 mm Frame: 450 mm X 375 mm X 75 mm opening: 300mm x 225mm Weight: 43 kg (approx)
Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineer in-Charge. (Payment will be made on the basis of actual stack measurment of spoils in dry condition at roadside)
Add GST @ 18% on Total amount over item No. 1 to 16
Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 17
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