Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Jan 2024
Closing Date23 Feb 2024
Tender Amount₹ 2,63,18,648
Costs
EMD
₹ 5,26,373Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMDA_656146_1Bid Award Id
ViewTender No
07/SE(Plg)/SDSWM/KMDA/23-24Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
(b) Depth of excavation for additional depth beyond 1500mm and upto 3000mm [PWD Bld. 2017, P-1, I-2(a),(b)]
415.08
79852
192.38
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 Enginner in charge).
(a) Depth upto 1.5 m.
1650
636900
386
(b) For additional depth beyond 1.5 m. and upto 3.00 m
110
48290
439
(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)
367.85
484509
1317.14
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
3678.5
1327938
361
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
551.78
3096770
5612.38
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
1327.19
7541079
5682
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]
(iii) With 1:3 cement mortar
(a) 20 mm thick plaster
4341
842154
194
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
4341
147594
34
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) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
1779
595965
335
(b) 25mm to 30mm thick wooden shuttering without staging in foundation
681.5
142433
209
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
I. SAIL/ TATA/RINL
41.98
2308002
54978.63
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)
134
453188
3382
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.
a) Pakur Variety
analysed rate
445.61
2616265
5871.2
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.
699.95
54274
77.54
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.
3716.12
616875
166
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water in encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
600
13800
23
Supply of silver sand and stacked at site
22.5
18000
800
Supply of empty cement bags of 50 kg of capacity in good condition to site. (a) Polythene bags
900
5400
6
Lobour for filling poly bags/ gunny bags with sand including sewing as done in case of cement (tying with & knot after filling will not be acceptable) with placing in position, within a lead of 150m and all lifts excluding cost of sand. (Volume of each sand filled bag should be considered as 0.025 cum)
900
6300
7
Removing sand filled poly bags/ gunny bags from the channel bed/slope and initialil depositing the same near channel bank at a place as directed by the Engineer-in-charge for measurment & then disposing off the same at a distance not less than 150m from channel side.
900
5400
6
Constructing catch pit to a depth of 1.0m (Inside)with 250mm th. 1st class Brick Work (1:4) in allsides 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 (150mm dia) with topping RCPC gully grid
(5MT load bearing capacity) constructing invert withbrick-on-edge, including 20mm th. inside cement plaster (1:4) finished with neat cement punning, atthe top 100mm 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 catch pit, 600mm × 525mm
40
487000
12175
GST @ 18%
1
3974959
3974959.37
Labour Welfare Cess @ 1%
1
260580
260580.67
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