Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 47,71,968
Costs
EMD
₹ 95,439Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
09/se(p)/w And S/kmda Of 2024-2025
Description
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Contact
Tender Id
2025_KMDA_814248_1Tender No
09/SE(P)/W and S/KMDA of 2024-2025Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Dismantling all types of masonary excepting cement concrete, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
63.98
447
28596.83
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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
19.72
939
18517.08
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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
(a) In ground floor including roof.
3.74
1956
7311.53
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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.
128.4
386
49562.4
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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).
(b) For additional depth beyond 1.5 m. and up to 3.00 m
47.08
439
20668.12
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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.
160.86
7754
12473.24
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(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)
82.93
71181
59028.98
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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.
679.5
357
242581.5
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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 ground floor as per relevant IS codes.
a) Pakur Variety.
For PCC bace
55.29
5094
281658.28
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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
152.47
5594
853029.52
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Hire and labour charges for shuttering with centering and necessary staging up to 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 (up to roof of ground floor).
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
293.2
334
97928.8
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Hire and labour charges for shuttering with centering and necessary staging up to 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 (up to roof of ground floor).
(f) 25 mm to 30 mm shuttering without staging in foundation.
748.4
209
156415.6
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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 (SAIL/TATA/RINL)
14.36
54841
787689.9
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Brick work with 1st class bricks in cement mortar (1:4).
(a) In foundation and plinth
144.64
5491
794305.32
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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]
(ii) With 1:4 cement mortar.
(a) 20 mm thick plaster.
518.7
180
93391.94
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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.
In ground floor.
3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).
Using grey cement. (ii) 25 mm. thick
186.2
254
47319.01
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
518.7
32
16982.24
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Bailing out water including all leads and lifts and including making arrangement for disposal.
(2HP 8HR FOR 60 DAYS)
576
23
13248
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Supply of silver sand and stacking at site.
5.7
571
3254.7
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Supplying to the site empty cement bags(Capacity 50 kg) in good condition including stacking , incidental charges etc all complete.
(a) Polythene bags.
190
6
1140
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Labour for Filling empty cement gunny bags/polythene bag( capacity 50 kg) with all kinds of earth (wet or dry) including sewing (as done in case of cement bags, tying with knob after filling will not be accepted) and stacking in position within 150 m. with all lifts excluding the cost of earth (volume of earth filled Polybags should be considered as 0.028 cum)
190
7
1330
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Dumping of earth/sand filled polybags inclusive of all leads and lift.
190
3
570
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Removing earth filled Poly bags/ Gunny bags from the channel bed/ slop initially depositing the same near channel bank at a place as directed by the E.I.C. for measurement and then disposing off the same at a distance not less than 150 m from the channel site.
190
6
1140
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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)
26
3382
87932
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Constructing catch pit to a depth of 1.0m (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 (150mm dia) with topping RCPC gully grid (5MT 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 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
10
12175
121750
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Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. (ii) 200mm internal dia.
5
604
3020
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Supplying, fitting and fixing yard gully with approved H.C.I. grating complete.
(i) 225 mm X 150 mm with 230 mm gratings
10
508
5080
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Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I)
(A) PVC Pipes.
80 mm
35
578
20230
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. By Fine Sand.
23.99
1006
24151.88
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Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) For Construction of Sub Base by compacting stone chips and sand (in proportion of 40:60).
22.39
1980
44342.76
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Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound , in confirmity 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 .
87.43
166
14513.88
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Goods and Services Tax (GST) @ 18 % on Sl No. - 01 to 34
1
720720
720720.14
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Cess @ 1 % on Sl No. - 01 to 35
1
47247
47247.21
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