Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date31 Dec 2024
Closing Date17 Jan 2025
Tender Amount₹ 2,40,400
Costs
EMD
₹ 4,810Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmda/housing /ee/div-iii/circle I/nit-47/2024-2025
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KMDA_788474_1Bid Award Id
ViewTender No
KMDA/HOUSING /EE/DIV-III/Circle I/NIT-47/2024-2025Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4)
i) In ground floor
27.5
736
20241.1
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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] ) With 1:4 cement mortar
a) 15 mm thick plaster (external)
152
167
25384
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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)
3.25
936
3042.68
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
21.5
361
7761.5
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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.
21.5
24
516
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
a) Pakur Variety
3.25
5077
16503.05
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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
(a) In ground floor.
i) 35 mm. thick
21.5
337
7245.5
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(a) M.S.or W.I. Ornamental grill of approved design joints continuouslyweldedwithM.S, W.I. Flats and bars of windows, railingetc. fittedandfixedwithnecessaryscrewsandlugsinground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above
69
70
4861.74
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Supplying1.5mmthickM.S. sheet fittedand fixedononeorboth faces ofM.S./W.I. gate etc.withpointweldingat notmore than 150mmapartcompleteinallrespectasperdesignincludingcost of all labour and materials.
2.52
977
2462.04
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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
20
166
3320
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Taking out old damaged tarfelt from the roof, parapet etc. preparing the roof surfaces by removing all spoils, blisters, moss etc. from the working site and disposal of the same beyond the compound and cleaning the site in all respect as per direction of Engineer-in-Charge.
107.5
12
1290
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Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)
(i) In Roof:-
25.5
619
15784.5
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Supplying and laying standard four course bituminous water proofing treatment as per specification laid down in I.S. 1346- 1991 to be finished with pea size gravel including necessary preparatory works such as shaping mouth of outlets, cutting as and where necessary and refilling with sand and Cement mortar (4:1) or Cement Concrete (1:2:4) with graded stone chips before undertaking the treatment including cutting grooves in parapet and inserting edge of felt and mending good damage complete in all respect as per direction of Engineer- in- Charge including cost of all materials andlabours and incidental charges but excluding the cost ofCement Mortar or concrete required for levelling andgrading. (In sloped roof Course sand of approved varieties isto be used in place of Pea size gravels as fourth and final course.) i) 1st and 3rd Course with bonding materials of hot applied industrial blown type bitumen of grade 85/25 or 90/15 conforming to I.S.702 - 1988 @ 12Kg/10Sqm on each layer. ii) 2nd course with Hessian base self finished bitumen type3 Gr.-I conforming to I.S. 1322-1993 (weighing 23kg/10Sqm gross with bitumen content 12.10kg/10Sqm ) tested under theprovision of I.S. 13826 - 1993 part VII iii) 4th course with washed and clean pea sized gravel or grit@ 0.006 cum/Sqm
A. Over Flat Roof
107.5
320
34400
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Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials
i) With Pakur variety. (SAIL/TATA/RINL)
5
7303
36515
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Add GST @ 18% on Total amount over item No. 1 to 17
201711.3
-
36308.03
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Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 18
238019.3
-
2380.19
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