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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC AOC |
| 2 | L2₹4.1 LRejected-Finance | ₹4.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.2 LRejected-Finance 213 BAGPOTA ROAD SONALI PARK SARSUNA KOLKATA KOLKATA KOLKATA 700061 | KOLKATA | WEST BENGAL | 700061 | ₹4.2 L | L3 | Rejected-Finance L3 |
Tender Value
₹4.0 L
EMD Value
₹8,000
Closing Date
21 Jan 2026, 11:00 amClosed
EX. ENGINEER (C) / BR.-XIII
516, D. H. ROAD, KOLKATA-700034
MAINTENANCE OF U/G SEWER, SURFACE DRAIN AND COVER SLAB DRAIN AT DIFFERENT PLACES OF DHAWAN COLONY AND ISHAN GHOSH ROAD NEAR PR. NO- 141,145, 181 ETC. AND 514 SURROUNDING UTTARAN AREA IN WARD NO- 122, BR-XIII.
2026_KMC_986083_1
KMC/XIII/122/156/25-26/US
Open Tender
CIVIL WORKS
30 days
WARD-122
PLEASE REFER TENDER DOCUMENTS.
5 documents required · 5 mandatory
₹0
₹8,000
29 Mar 2026
9 Jan 2026
23 Jan 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
MATERIALS AND LABOUR ETC.(C)-(I) MISCELLANEOUS 28.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 thesludge etc.etc.by using iron pans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing thesame 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 Engineerin- Charge. (Payment will be made on the basis of actual stack measurment of spoils in dry condition at roadside)
BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. 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] (ii) With 1:4 cement mortar (b) 15 mm thick plaster ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No. 189 & 3rd Corrigenda Addenda dtd-04.06.18, P-49 & 50)
SECTION 1 BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...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).(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).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%.
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. ( Ref :PWD (Bldg.)-2017, It. No. 40, Page No. 43 Annexture-I , Format-B, & 2nd Corrigenda Addenda dtd-04.06.2018, p-1,2, I-43)
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 ( Ref :PWD (Bldg.)-2017, page-26 (item -10(i), consumption chart pg-B-60, sl-3 and Annexture-II , Format-A, 3rd Corrigenda & addenda p-13 dtd-04.06.2018, PWD(R&B) 2018, Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, )
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mm Weight: 100 kg (approx)
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)
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