Delhi Urban Shelter Improvement Board Tender
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Delhi Urban Shelter Improvement Board - DUSIB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date31 Jan 2024
Closing Date7 Feb 2024
Tender Amount₹ 9,03,023
Costs
EMD
₹ 18,060Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DUSIB_252738_1Bid Award Id
ViewTender No
31/EEC05/DUSIB/2023-24Tender Authority
Delhi Urban Shelter Improvement Board ViewPurchaser Address
-Website
http://http://delhishelterboard.in/main/
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Documents
BOQ Items
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-III) : 4 graded stone aggregate 20 mm nominal size)
2
10963
5481.95
1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
1
4209
4209.05
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
3
14910
4970.3
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
150
12892
85.95
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
50
10710
214.2
Applying a coat of mordant solution on G.S. sheet : With a solution of 38 gms of copper acetate in a litre of soft water
10
292
29.25
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
51.86
51707
997.05
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.
51.86
6251
120.55
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).
51.86
358464
6912.15
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
51.86
-9728
187.6
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 :
-
-
-
150 mm dia. R.C.C. pipe
60.8
21687
356.7
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 :
-
-
-
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) :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
17268
8634.1
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 :
-
-
-
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) :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
43418
8683.75
Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
14735
4911.8
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.
20
6558
327.9
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
24258
4043.1
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.
25.93
31874
1229.25
Provinding & fixing non asbestos multi purpose fibre cement board strips in joints of cement concrete pavements 50 mm + 5 mm wide and 6 mm thick having normal length not less than 90 cm.
200
7260
36.3
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
126.8
78108
616
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
126.8
10093
79.6
Add 31.27% on cost index sum except item no.20 to 21
692933.53
216680
31.27
Less 9.50% in cost index as per order of GNCTD
997815.93
-94792
9.5
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