Delhi Urban Shelter Improvement Board Tender
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Costs
EMD
₹ 5,700Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DUSIB_267591_1Bid Award Id
ViewTender No
60/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)
9.51
4209
40028.07
... More
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
... More
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
9.11
997
9083.13
... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
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Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
8634
43170.5
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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
2
4911
9823.6
... 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.
20
120
2411
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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).
7.61
6912
52601.46
... More
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
7.61
-187
-1427.64
... 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.
11.41
1229
14025.74
... 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
76.1
616
46877.6
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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
76.1
79
6057.56
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Add 31.27% on cost index
239807.77
31
74987.89
... More
Less 9.50% on cost index
314795.66
9
-29905.59
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