Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Dec 2024
Closing Soon29 Jan 2025
Tender Amount₹ 4,78,80,693
Costs
EMD
₹ 9,57,614Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
04/se(prog)/sd/kmda Of 2024-2025(sl No 02)
Description
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Contact
Tender Id
2024_KMDA_792108_2Tender No
04/SE(Prog)/SD/KMDA OF 2024-2025Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
... More
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). (B) Do - by fine sand
563.8
131714
742603.53
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
2862
361
1033182
... More
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
8852.69
166
1469545.88
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
894
24
21456
... More
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
189
5258
993835.71
... More
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
730
5754
4200609.8
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
996
335
333660
... More
(f) 25 mm to 30 mm shuttering without staging in foundation
4757
209
994213
... More
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 than SAIL/ TATA/RINL
63
54547
3436507.62
... More
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
435
5613
2441933.4
... More
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
1200
189
226860
... More
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
1200
32
39288
... More
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.
4196
386
1619656
... More
(b) For additional depth beyond 1.5 m. and upto 3.00 m
2740.75
439
1203189.25
... More
Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays, ties, runners etc and lining the exposed portion with sheets made form cut-drums fitted and fixed complete as per direction. (a) With bamboos of length between 1.20 m. and 1.80 m. each
200
837
167400
... More
Dismantling all types of masonry exceptingcement concrete plain or reinforced, stacking serviceable materials at site and removingrubbish as directed within a lead of 75 m. a) In ground floor including roof.
25.5
447
11398.5
... More
Dismantling all types of plain cement concreteworks, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof.
(a) upto 150 mm. thick
39.5
939
37090.5
... More
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
1956
5868
... More
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.
3900
23
89700
... More
Supplying silver sand as per approved specification and stacked at site
61.6
800
49280
... More
Supplying to site empty cement polythene bags(capacity 50kg) in good condition including stacking, incedental charges etc.all complete (capacity 50kg).
2200
6
13200
... More
Labour charges for filling empt with all kind of earth (wet or dry) sand or aggregate (stone/brick) and swing as done in case of cement bagy cement gunny bag/polythene bag (capacity 50kg) with all kind of earth (dry or wet), sand or aggregates (stone/bricks) and sewing as done in case of cement bags, (tying with knot after filling will be accepted), and stacking within a lead of 30m as per direction of E.I.C (Cost is excluding the cost of any types of filling materials). NB:- volume of earth/sand filled bags should not be less than 0.028cum/bag.
2200
7
15400
... More
Dumping in position earth/sand filled gunny/poly bags (capacity 50 kg) within a lead of 30m inclusive of all lifts.
2200
3
6600
... More
Removing earth filled Poly bags/ Gunny bags from the channel bed/ slope and 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 60m from the channel side.
2200
6
13200
... More
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
14.4
11
158.4
... More
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering
In ground floor and foundation.
(a) 1:3:6 proportion
608.76
4761
2898306.36
... More
Laying of R.C.C. pipe with spigot -socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in- charge. (Payment to be made on the basis of actual finished length of the pipe line).
A) Class NP-3 Pipe e) 1400 mm dia
855
1013
866115
... More
Supply and delivery of NP3 1400 mm dia SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET. Rate of pipe including Loading, Unloading & Freight Charges.
855
10130
8661150
... More
Construction of manhole with chamber of size as given below as per requirement and 600mm × 600mm. (inside measurement) square shaft, with cement brickwork (1:4) over 150 mm. thick jhama cement concrete (1:4:8) bed, over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I. steps (4 Kg. each) including cutting hard crust, excavation, de-watering, back filling and removal of spoils but excluding shoring complete as per standard drawing.
iii) Average depth of invert 2.5m. below G.L With 375 mm. thick brick work
d) Above 900 mm to 1200 mm dia having internal size (1500mm × 1600mm)
29
63208
1833032
... More
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
58
23005
1334290
... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (ii) Double Socketed 3 Meter Length (c) 160 mm dia
174
598
104052
... More
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if Necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.(B) Under ground (iii) 160 mm dia
174
93
16182
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.(c) For average depth above 75 mm but not exceeding 150 mm by manual means : (i) Stone-metal surface.
2160
25
55080
... More
(ii) Brick / Jhama metal surface.
2160
19
41040
... More
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.
2160
14
31104
... More
b) For each additional Depth of 150mm and part thereof.
2160
19
41040
... More
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.
648
1400
907608.24
... More
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) , Manual Means.
324
2534
821223.36
... More
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
2160
28
62424
... More
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty) Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).
B. For Grading -2, (19 mm nominal size, 50-75 mm thick.)
162
5884
953264.7
... More
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of pecifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
9000
9
84240
... More
Open Graded Premix Surfacing with Cationic Bitumen Emulsion using 13.2 mm (@ 0.018 m3/m2) and 11.2 mm (@ 0.009 m3/m2) size stone aggregates, premixed with Cationic Bituminous Emulsion (M.S. grade) conforming to IS : 8887-1970 @ 21.5 kg per 10 m² of surface, including cleaning,moistening the sur face, applying tack coat withcationic bitumen emulsion, screening, cleaning and washing the stone chips, intimately mixing with emulsion using Concrete Mixer, laying the mixture uniformly over the surface and rolling with power roller after hand packing and pinning adequately to ensure a compact surface all complete as per specification and direction of the Engineer-in-charge including cost and carriage of stone materials and emulsion, including cost of labour, hire and running charges of road roller and other tools and plants and cost of all other incidental charges including hire charges and cost of fuel and lubricants of machineries and equipment for construction and quality control as per Technical Specification Clause 508.2 for Rural Roads of MORD
4500
135
609615
... More
Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder on thoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II) By Manual Means
With Hot Bitumen Binder (@ 9.80 kg / 10 sqm.)
4500
57
259335
... More
GST @ 18%on SL No 1 to 41
1
7231519
7231519.39
... More
Cess @ 1% on SL No 1 to 42
1
474066
474066.27
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