Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date30 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 88,44,709
Costs
EMD
₹ 1,76,894Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMDA_765624_1Tender No
02/EE/SWMEB/SDSWM/KMDA/24-25 2ndTender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://KolkataMetropolitanDevelopmentAuthority
GEM & Bid Advisory Services
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BOQ Items
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.
142.67
7754
11062.63
(A) 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).
257.23
93621
240821.3
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.
802.5
386
309765
(b) For additional depth beyond 1.5 m. and up to 3.00 m
167.88
439
73699.32
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
1582.39
166
262676.74
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1028.9
361
371432.9
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
154.33
5285
815715.85
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
123.69
5780
715025.92
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
653.51
369
241145.19
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 thanManufacturers not specified
14.56
55378
806313.58
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
412.97
5682
2346495.54
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
1272
186
236592
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
1272
34
43248
Constructing gully pit to a depth of 1.50m (Inside)
with 250mm th. 1st class Brick Work (1:4) in all
sides over a layer of jhama brick soling & 100mm
th. jhama cement concrete (1:4:8) including
necessary earth work, providing approved type C.I.
Syphone (225mm dia) with topping RCPC gully grid
(15MT load bearing capacity) constructing invert
with brick-on-edge, including 20mm th. inside
cement plaster (1:4) finished with neat cement
punning, at the top 150mm th. R.C.C. slab (1:1.5:3)
with stone chips including necessary reinforcement,
shuttering as per standard drawing and as directed
by E-I-C complete in all respect and removal of
surplus earth with all costs of labour and materials.
Inside measurement of gully pit, 1100mm ×
600mm
12
23005
276060
Supplying, fitting and fixing yard gully with approved H.C.I. grating complete.
(i) 225 mm X 150 mm with 230 mm gratings
19
508
9652
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)
46
3382
155572
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
12
939
11268
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.
1000
23
23000
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
12
1867
22404
Utility line shifting.
-
-
-
a) Electrical pole(one pole @500m).
7
23771
166397
b) HT Line (1m @ 200m).
4
1800
7200
c) Water Line (1m @ 150m avg. dia 400).
5
4580
22900
Add GST 18%
1335834.58
1
1335834.58
Add Cess 1%
87571.38
1
87571.38
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