Delhi Urban Shelter Improvement Board Tender
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Delhi Urban Shelter Improvement Board - DUSIB Tender
Solid Waste Management
Eprocure
Opening Date4 Jan 2025
Closing Date9 Jan 2025
Tender Amount₹ 3,65,959
Costs
EMD
₹ 7,320Document Cost
₹ 500Tender Fee
Refer Documents
Summary
P/l Storm Water And Sewerage Disposal Of Jj Basti, Pratap Camp, Nehru Nagar, Behind Gurudwara, Ac-41.
Description
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Contact
Tender Id
2025_DUSIB_267915_1Tender No
63/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
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1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
7
4209
29463.35
... 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.
10
120
1205.5
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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
7.47
6912
51633.76
... More
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
7.47
-187
-1401.37
... 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) :
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
16560
99364.8
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Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with pre-cast R.C.C. vertical grating complete as per standard design :
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
4384
21922.5
... 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. 250 mm internal dia meter and 295 mm outer diameter
93.4
616
57534.4
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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. 250 mm inner dia meter and 295 mm outer dia meter
93.4
79
7434.64
... 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.
9.34
1229
11481.2
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
-
-
-
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All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
93.4
225
21057.03
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1:5:10 (1 cement : 5 manufactured sand derived from Recycled concrete aggregate(RCA) : 10 graded stone aggregate 40 mm nominal size recycled aggregate(RA)
2.34
3987
9330.28
... More
Add 31.27% on cost index expect itme no. 12
300940.48
31
94104.09
... More
Less 9.50% on cost index
404374.85
9
-38415.61
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