Municipal Council Tender
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Costs
EMD
₹ 27,732Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_NDMC_268435_1Tender No
68/EE(R-II)/2024-25Tender Authority
Municipal Council ViewPurchaser Address
-Website
http://https://www.ndmc.gov.in/
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BOQ Items
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia. R.C.C. pipe
60
1577
94630.8
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter
2
1292
2585.16
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Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil
29
172
5008.59
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Extra for every additional lift of 1.5 m or part thereof in excavation /
banking excavated or stacked materials.
All kinds of soil
3
123
370.14
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at
the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
24035
96143.12
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
20
538
10775
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1 :6 (1 cement : 6 coarse sand)
3
8860
26580.27
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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
50
347
17385
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources)
6
7665
45994.68
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or
more.
135
104
14166.9
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Centering and shuttering including strutting, propping etc. and removal
of form for.Suspended floors, roofs, landings, balconies and access
platform.
5
902
4511.05
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame
of required shape and approved quality.M D -20.Circular shape 560 mm internal diameter
5
1630
8152.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level.(a) 1:5:10 (1 cement:5 manufactured sand derived from (Recycled concrete aggregate (RCA) : 10 graded stone aggregate 20 mm nominal size (Recycled aggregate (RA)).
3
4815
14446.62
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40 mm thick fine dressed stone flooring over 20 mm (average) thick base
of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with
cement mortar 1 :2 (1 cement : 2 stone dust) with an admixture of pigment
to match the shade of stone.
Red sand stone
60
1484
89091
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