Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date18 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 2,19,55,424
Costs
EMD
₹ 4,39,108Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
16/se(prog)/sdandswm/kmda Of 2024-2025(sl No -02)
Description
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Contact
Tender Id
2024_KMDA_770005_2Tender No
16/SE(Prog)/SDandSWM/KMDA OF 2024-2025Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).
(a) Depth up to 1.5 m.
815
386
314590
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
2989.37
166
496235.42
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
3645.4
361
1315989.4
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
529.54
5303
2808314.78
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
358.27
5798
2077306.78
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)
(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
2092
369
771948
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 up to roof of ground floor/up to 4 m (i) Tor steel/Mild Steel II. Other thanManufacturers not specified
42.19
53187
2243970.92
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
775.08
5682
4404004.56
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
3100.3
186
576655.8
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
3100.3
34
105410.2
Supplying, fitting and fixing in position reinforced
cement polymer concrete manhole /gully pit cover
with matching frame. As per I.S-12592(M.D)
(ii) 25 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size
Cover: 680 mm X 90 mm Frame: 800 mm X 165 mm
Opening: 500mm Weight: 196 kg (approx)
284
3382
960488
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
94
939
88266
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.
6200
23
142600
Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C
49
1867
91483
Utility line shifting. a) Electrical pole(one pole @500m).
39
23771
927069
b) HT Line (1m @ 200m).
18
1800
32400
c) Water Line (1m @ 150m avg. dia 400).
21
4580
96180
GST @ 18% on Sl No 1 to 18.03
1
1
3315972.7
Cess @ 1% on Sl No 1 to 19
1
1
217380.43
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