Delhi Urban Shelter Improvement Board Tender
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Delhi Urban Shelter Improvement Board - DUSIB Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date5 Dec 2018
Closing Date12 Dec 2018
Tender Amount₹ 8,93,123
Costs
EMD
₹ 17,962Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DUSIB_163175_1Bid Award Id
ViewTender No
47/EEC6/AE-II/DUSIB/2018-19 Dated 05.12.2018Tender Authority
Delhi Urban Shelter Improvement Board ViewPurchaser Address
-Website
http://http://delhishelterboard.in/main/
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Documents
BOQ Items
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone
aggregate 40 mm nominal size).
13.78
-
4209.05
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.5
-
7390.8
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Suspended floors, roofs, landings, balconies and access platform
39.3
-
422.3
Under 20 cm wide
3.99
-
116.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars.
675
-
56.6
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)
22.94
-
5426.15
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Using flats 30x6mm for diagonal braces and central cross piece
1.8
-
2906.65
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cement
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)
35
-
114.15
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
17.15
-
74.05
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
50
-
85.95
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
122.85
-
1158.1
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to
match the shade of the slabs, including rubbing and polishing complete
5
-
1238.2
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
27.3
-
744.8
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
11.7
-
168.25
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
10.5
-
143.8
Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
Two or more coats on new work
22.2
-
53.15
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
50.32
-
78.4
Lettering with black Japan paint of approved brand and manufacture
450
-
2.7
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
15 mm wide and 15 mm deep groove
278.55
-
34.4
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)
1
-
997.05
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
3.45
-
1302.3
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
1031.66
-
1.6
Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
1.05
-
1093.3
Providing and fixing 100 mm sand cast Iron grating for gully trap.
8
-
29.25
Providing and fixing soil, waste and vent pipes : 100 mm dia
Sand cast iron S&S pipe as per IS: 1729
54
-
862.8
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 100 mm dia pipe
20
-
85.95
Providing and fixing plain bend of require degree. 100 mm dia
Sand cast iron S&S as per IS : 3989
20
-
434.5
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
100 mm inlet and 100 mm outlet
Sand cast iron S&S as per IS: 3989
8
-
1034.45
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
15 mm dia nominal bore
20
-
186.4
25 mm dia nominal bore
30
-
247.85
32 mm dia nominal bore
25
-
308.35
40 mm dia nominal bore
25
-
394.15
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
32 mm nominal bore.
2
-
500.75
40 mm nominal bore
2
-
585.5
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
15 mm nominal bore
5
-
147.75
25 mm nominal bore
5
-
205.8
32 mm nominal bore
5
-
240.65
40 mm nominal bore
5
-
298.75
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
-
7.25
Providing and fixing PTMT bib cock of approved quality and colour.
15mm nominal bore, 86 mm long, weighing not less than
88 gms
8
-
103.3
Providing and fixing PTMT grating of approved quality and colour.
Circular type 100 mm nominal dia
8
-
49.25
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
4
-
1602.4
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. pipe
30
-
506.35
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 (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
8
-
8634.1
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 mmx25 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.
12
-
327.9
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
H D - 20 - Circular shape 560 mm internal diameter
3
-
1300.95
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
4
-
3957.5
24 mm thick washed marble chips plaser on exterior walls of height up to 10 meter above ground level in two layers, under layer 12 mm thick cement plaster 1:4 (1 cement : 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per sqm. and top layer 12 mm thick cement marble chips plaster 4:7 (4 cement : 7 marble chips in panels with groves all round as per approved pattern including scrubbing and washing the top layer with brishes and water to expose marble chips complete as per specification and direction of Engineer-in-charge. (Payment for providing groves separetely)
263.7
-
342.55
Supply of malba/building rubbish and banking the same in layers not exceeding 20 cm in depth including breaking clods watering rolling each desposited layer with 1/2 tonne or wodden or steel rammer and dressing up in embankments for roads flood banks or filling banks guide banksor filling of ground depression with all leads lifts etc. complete.
55.28
-
525.1
Providing and laying dry brick aggregate 40 mm nominal size in foundation & plinth or under floors at all levels including spreading and ramming in layes as directed by Engineer-in-charge.
12.28
-
1039.5
Providing & fixing fiber glass hand made 3 mm thick to M.S. shutters by making holes in frame and fixing glazing clips & putty (Net area of fibre glass provided will be considered for payement.
1.08
-
872.05
Deduct for old steel scrap.
100
-
20
Add 12.75 % in cost index as per order of GNCTD
880178.64
-
12.75
less 9.50%
992401.42
-
9.5
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