Delhi Urban Shelter Improvement Board Tender
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Delhi Urban Shelter Improvement Board - DUSIB Tender
Eprocure
Opening Date23 Nov 2024
Closing Soon30 Nov 2024
Tender Amount₹ 1,12,64,926
Costs
EMD
₹ 2,25,300Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Providing And Laying Rmc Pavement With Sewage System At Kucha Mohittar Khan.
Description
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Contact
Tender Id
2024_DUSIB_265159_1Tender No
NIT No.52/EEC-7/DUSIB/2024-25Tender Authority
Delhi Urban Shelter Improvement Board ViewPurchaser Address
-Website
http://http://delhishelterboard.in/main/
GEM & Bid Advisory Services
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BOQ Items
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead :Rectangular manhole 90x80 cm and 45 cm deep.
200
1044
208990
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 150 mm diameter
20
40
803
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 250 mm diameter
1040.8
45
47148.24
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :300 mm diameter.
10
47
478.5
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-in-charge. All kinds of soil
86.63
125
10911.05
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 : Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia
1050.8
225
236902.86
Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter
20
216
4325
Providing, laying and jointing glazed stoneware pipes class SP-1 with mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 Fine sand ) including testing of joints etc. complete : 150mm diameter
20
327
6541
Providing and supplying of class 5 No structure wall polethylene piping system (pipe with online/off) coupler * elastormeric sealing ring) with non-smooth External Annular corrugated and smooth internal surface (Double wall) for non-pressure under application as per EN:134763/IS:16098 (part-2):2013 including all local and central taxes, transportation, frieght chartges, loading, unloading, conveyance to the departmental stores etc. complete. 250mm internal diameter and 295 mm outer diameter.
1040.8
616
641132.8
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 :
20
482
9641
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 :300 mm dia. R.C.C. pipes
10
518
5185.5
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) upto haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
20
479
9597
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe
1040.8
656
683389.28
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe
10
757
7576
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70
kg as per standard design:100x100 mm size P type
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
50
1602
80120
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 (1cement : 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 (1 cement : 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
9
8634
77706.9
Extra for depth for manholes : Size 90x80 cm
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
2.5
5718
14296.5
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 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 SFRC cover and frame (heavy duty, HD 20 grade designation) 560 mm internal diameter conform ing 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 ce ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12mm 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
191
8683
1658596.25
Extra depth for circular type manhole 0.91m 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
25
4911
122795
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
100
4043
404310
Making connection of drain or sewer line with existing
manhole and making good the walls, floors with
C.C.(1:2:4) mix. For pipes 250 to 300 mm diamete
50
463
23172.5
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
568.41
120
68521.83
Extra fpr everu additional lead of 50m or part thereof beyond first 50m upto 9 such additional leads Lime, moorum building rubbish.
5115.69
20
103285.78
Providing and laying dry brick aggregate 40mm nominal size in foundation and plinth level or under floors at all levels including spreading and ramming in layers as directed by Engineer-in-charge.
213.15
1229
262012.51
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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).
142.08
3987
566515.58
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone
aggregate 40 mm nominal size).
331.52
4209
1395384.26
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).
1
5481
5481.95
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).
355.26
6912
2455752.51
Deduct for not providing using 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. Providing and laying CC pavement of mix M-25 with ready mixed concrete from batching plant.
355.26
198
-70536.87
Non AC multipurpose fiber sheet
500
36
18150
Providing and fixing in position premoulded joint filler in expansion per cm depth joints.
100
2
220
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
200
85
17190
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
100
78
7840
Lettering with black Japan paint of approved brand and manufacture
100
2
270
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)
2
5582
11165.7
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia
10
1655
16552
Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required
(Raising depth of manhole to be paid separately) : Circular manhole 140 cm dia with circular cover 600 mm dia
of grade EHD - 35
10
217
2170
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
20
160
3207
15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand)
20
194
3892
Neat cement punning
20
42
852
Lowering laying and jointing of SN8 strictire wa;; (External annular corrugated & smooth internal surface) polyethylene piping & fitting with the help of (One line / offline) attached with one end of pipes : sliding over the elastromeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end lowering the same into the trench laying on the lowering bedding (construction at bottom of trenches) 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 & fittings from site stacks to the place of laying etc. as site stacks to the place of laying etc. as per direction of Engineer-in-charge 250mm inner diameter & 295 mm outer surface.
1040.8
79
82847.68
Add for cost index @ 31.27 % as per order by GNCTD ( except items no.22 to 26)
0.31
8499227
2657708.42
Deduct 9.50% as per GNCTD
0.1
12447431
-1182506.03
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