Delhi Urban Shelter Improvement Board Tender
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Costs
EMD
₹ 98,360Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Diversion Of Sewer Line Of Jsc Code No. 44cj0626 From Satya Niketan Side To Springdale School Side For Jj Basti Shri Ram Camp Near Springdal School, Dhaula Kuan, Ac-44.
Description
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Contact
Tender Id
2024_DUSIB_265651_2Tender No
42/EE/C05/DUSIB/2024-25Tender Authority
Delhi Urban Shelter Improvement Board ViewPurchaser Address
-Website
http://http://delhishelterboard.in/main/
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Documents
BOQ Items
... More
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.
701.5
352
246928
... More
Extra for excavating trenches for pipes, cables etc. in all kinds of soils for depth exceeding 1.5m, but not exceeding 3m.(Rate is over corresponding basic item for depth upto 1.5 metre).
300
447
134112
... More
Extra for excavating trenches for pipes, cables etc. in all kinds of soils for depth exceeding 3m in depth, but not exceeding 4.5m.(Rate is over corresponding basic item for depth upto 1.5 metre).
100
1108
110880
... More
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
-
-
-
... More
Depth exceeding 1.5 m but not exceeding 3 m.
2400
115
276120
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
83.66
125
10520.25
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
... More
1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
51.25
4209
215713.81
... More
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
394.59
120
47567.82
... More
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
-
-
-
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bituminous portion
131.53
2384
313574.1
... More
Water bound macadam.
263.06
1407
370164.88
... More
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
50
615
30785
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Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends.
-
-
-
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The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
750
1579
1184550
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (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 :
-
-
-
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0.91 m deep with S.F.R.C. 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 (1cement : 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) :
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
15
8683
130256.25
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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
22.5
4911
110515.5
... More
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 :
-
-
-
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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) :
-
-
-
... More
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
16560
82804
... More
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :
-
-
-
... More
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
18.75
6362
119299.69
... More
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 mm x 25 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.
120
327
39348
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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 :
-
-
-
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For pipes 250 to 300 mm diameter
1
463
463.45
... More
Providing and laying dry brick aggregate 40 mm nominla size in foundation & plinth or under floors at all levels including spreading and ramming in layers as directed by Engineer in charge.
131.53
1229
161683.25
... More
Providing and supplying of class SN 8 structured wall polethylene piping systems ( Pipe with Based on online /offline coupler and elastomeric sealing ring )with non-smooth External Annular
Corrugated and Smooth internal Surface (Double wall) for non pressure underground sewerage & drainage application as per EN: 13476-3/IS 16098 ( Part-2) : 2013 including all local and central taxes, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete. 300 mm internal dia meter and 345 mm outer diameter
701.5
900
631911.2
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Lowering, laying and jointing of class SN 8 structure wall (External Annular Corrugated & smooth Based on internal surface) Polyethelene piping and fitting with the help of coupler ( online / offline)
attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the treanch, laying on the lower bedding ( constructed at bottom of treanches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detailed engineering, including carriage of pipe & fittings from site stacks to the place of láying etc. as per direction of Engineer-
• in-charge. 300 mm inner dia meter and 345 mm outer dia meter
701.5
116
82005.35
... More
Add 31.27% on cost index except Item no. 19 & 20 Rs.
3595822.98
31
1124413.85
... More
Less 9.50% on cost index
5434153.38
9
-516244.57
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