Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date25 Nov 2024
Closing Date17 Dec 2024
Tender Amount₹ 4,34,41,917
Costs
EMD
₹ 8,68,838Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
18/se(prog)/sdandswm/kmda Of 2024-2025(sl No -02)
Description
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Contact
Tender Id
2024_KMDA_773041_2Tender No
18/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
(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)
970.41
93621
908507.55
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
5780.38
166
959543.08
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.
3477.53
386
1342326.58
(b) For additional depth beyond 1.5 m. and up to 3.00 m
280.42
439
123104.38
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
6265.81
361
2261957.41
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
1078.6
5219
5630076.28
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
714.59
5716
4084982.32
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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
4116.09
369
1518837.21
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
70.12
53187
3729491.37
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
1263.63
5682
7179945.66
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
4043.6
186
752109.6
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
4043.6
34
137482.4
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
46
23005
1058230
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)
281
3382
950342
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
32
939
30048
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.
43
447
19221
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.
45000
23
1035000
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
56
1867
104552
Utility line shifting. a) Electrical pole(one pole @500m). The work will be executed after approval from the Superintending Engineer.
25
23771
594275
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.
(iii) 150mm diameter
5702.8
217
1237507.6
Supplying Eucalyptus Bullah piles at work site, inclunding dressing and making one end pointed.
ii)100 mm diameter(Runner)
430
96
41280
Labour for driving sal bullah Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position protection the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 150mm diameter
3228
105
338940
Labour charge for fitting & fixing 10cm to 13cm diameter sal bullah as ties and runners including cost of nuts & bolts required complete as per direction of EIC
430
20
8858
Coal tarring on wooden surfaces including cost of materials single coat.
a)Double coat
2821.04
36
101557.4
Supply empty cement bags in good condition.
8600
3
28380
Filling empty cement bags with dry earth or sand stitching the bag (cost of thread included and carrying and placing them in position and all incidental charge complete but excluding cost of sand and gunnybags)
8600
3
30100
Cost of Silver Sand as per approved specification stacked at site.
240.8
800
192640
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(a) 1:3:6 proportion
167.25
4572
764667
Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc. (Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating
materials etc.) (a) By manual means within lead of 510 M and beyond initial lift of 1.50 M.
1350
283
382050
GST @ 18% on Sl No 1 to 30
1
1
6561121.83
Cess @ 1% on Sl No 1 to 31
1
1
430117.99
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