Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 16,800Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Extension Of Labour Room In Civil Hospital Mandi Dabwali
Description
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Contact
Tender Id
2024_HRY_419209_1Tender No
02/LABOUR ROOMTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
HSR Item 10.73 -Providing and fixing
ceramic and Glazed tiles/ vitrified
tiles/ of any size of approved make in
floors / dados, laid in any pattern as
specified over base of 3 mm thick
adhesive of reputed brands as per IS
specification 15477-2004 using 5 Kg.
adhesive per sqm area of tiles and
jointed with white cement slurry
mixed with pigment to match the
shade of tiles excluding cost of tiles.
51.28
1247
63949.9
... More
HSR Item 11.5.3 -12 mm cement
plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
159.33
113
18004.18
... More
HSR Item 11.57 -Providing and laying
average 6mm thick POP Coating on
walls, Ceiling, beams and lintels etc.
complete in all respects as approved
by the Engineer-In-Charge.
15.33
68
1042.37
... More
HSR Item 11.6.1 -15 mm cement
plaster on the rough side of single or
half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand)
128.36
138
17713.27
... More
HSR Item 11.60 -Providing and
applying white cement based putty of
average thickness 1 mm, of approved
brand and manufacturer, over the
plastered wall surface to prepare the
surface even and smooth complete.
223.43
59
13182.49
... More
HSR Item 11.67.1 -Applying one coat
of water thinnable cement primer of
approved brand and manufacture on
wall surface : 1. Water thinnable cement primer
223.43
22
4915.5
... More
HSR Item 11.95.1 -Finishing walls
with Acrylic Smooth exterior paint of
required shade : 1. New work (Two or more coat
applied @ 1.67 litre/10 sqm over and
including priming coat of exterior
primer applied @ 2.20 kg/10 sqm)
223.43
88
19662.02
... More
HSR Item 12.102.2 -Providing and
fixing aluminium handles, ISI marked,
anodised (anodic coating not less than
grade AC 10 as per IS : 1868)
transparent or dyed to required colour
or shade, with necessary screws etc.
complete : 2. 100 mm
4
43
172
... More
HSR Item 12.103.2 -Providing and
fixing aluminium hanging floor door
stopper, ISI marked, anodised (anodic
coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to
required colour and shade, with
necessary screws etc. complete. 2. Twin rubber stopper
2
52
104
... More
HSR Item 12.36.1 -Providing and
fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I)
decorative type, core of block board
construction with frame of 1st class
hard wood and well matched teak 3
ply veneering with vertical grains or
cross bands and face veneers on both
faces of shutters. 1. 35 mm thick including ISI marked
Stainless Steel butt hinges with
necessary screws
5.57
2385
13293.99
... More
HSR Item 12.88 -Providing and fixing
aluminium die cast body tubular type
universal hydraulic door closer
(having brand logo with ISI, IS : 3564,
embossed on the body, door weight up
to 35 kg and door width up to 700
mm), with necessary accessories and
screws etc. complete.
2
832
1664
... More
HSR Item 12.99.4 -Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 4. 150x10 mmght
not less than 12.50 kg/sqm).
20
62
1240
... More
HSR Item 13.3.3.1 -Providing and
fixing pressed steel door frames
conforming to IS: 4351, manufactured
from commercial mild steel sheet of
2.0 mm thickness, including hinges,
jamb, lock jamb, bead and if required
angle threshold of mild steel angle of
section 50x25 mm, or base ties of 2.00
mm, pressed mild steel welded or
rigidly fixed together by mechanical
means, including M.S. pressed butt
hinges 2.5 mm thick with mortar
guards, lock strike-plate and shock
absorbers as specified and applying a
coat of approved steel primer after
pre-treatment of the surface as
directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable
lugs with split end tail to each jamb
53.95
388
20932.6
... More
HSR Item 13.41 -Providing and fixing
stainless steel ( Grade 304) railing
made of Hollow tubes, channels,
plates etc., including welding,
grinding, buffing, polishing and
making curvature (wherever required)
and fitting the same with necessary
stainless steel nuts and bolts
complete, i/c fixing the railing with
necessary accessories and stainless
steel dash fasteners , stainless steel
bolts etc., of required size, on the top
of the floor or the side of waist slab
with suitable arrangement as per
approval of Engineer-in-charge, (for
payment purpose only weight of
stainless steel members shall be
considered excluding fixing
accessories such as nuts, bolts,
fasteners etc.).
75
396
29700
... More
HSR Item 2.HO001 - HO001. Royalty for good earth
37.43
36
1347.52
... More
HSR Item 3.1.2 -By Mechanical
Transport including loading, unloading
and stacking 2. Earth
37.43
83
3106.77
... More
HSR Item 4.14.1 -Earth work in
excavation by mechanical means
(Hydraulic excavator) / manual means
in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m,
including getting out the excavated
soil and disposal of surplus excavated
soil as directed, within a lead of 50 m. 1. All kinds of soil.
23.54
83
1953.74
... More
HSR Item 4.32 -Filling available
excavated earth (excluding rock) in
trenches, plinth, sides of foundations
etc. in layers not exceeding 20cm in
depth, consolidating each deposited
layer by ramming and watering, lead
up to 50 m and lift up to 1.5 m.
37.43
46
1721.83
... More
HSR Item 6.1.8 -Providing and laying
in position cement concrete of
specified grade excluding the cost of
centering and shuttering - All work
below plinth level and up to Floor IV
level: 8. 1:5:10 (1 cement : 5 fine sand : 10
graded stone aggregate 40 mm
nominal size)
7.06
2165
15287.07
... More
HSR Item 6.14.1 -Providing and laying
in position specified grade of
reinforced cement concrete, excluding
the cost of centering, shuttering,
finishing and reinforcement - All work
up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand
(zone-III): 3 graded stone aggregate
20 mm nominal size)
3.81
4374
16651.82
... More
HSR Item 6.15.1 -Reinforced cement
concrete work in walls (any
thickness), including attached
pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above
plinth level up to floor four level,
excluding cost of centering,
shuttering, finishing and
reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand
(zone-III) : 3 graded stone aggregate
20 mm nominal size)
2.13
5969
12737.85
... More
HSR Item 6.16 -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 four 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).reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
13.08
6113
79939.7
... More
HSR Item 6.30.3 -Centering and
shuttering including strutting,
propping etc. and removal of form for 3. Suspended floors, roofs, landings,
balconies and access platform
109.29
208
22731.9
... More
HSR Item 6.30.5 -Centering and
shuttering including strutting,
propping etc. and removal of form for 5. Lintels, beams, plinth beams,
girders, bressumers and cantilevers
26.48
296
7837.19
... More
HSR Item 6.34.6 -Steel reinforcement
for R.C.C. work, where not included in
the complete rate of RCC, including
straightening, cutting, bending,
placing in position, binding, wastage,
overlaps, welded joints, spacer bars,
chairs, stays, hangers and annealed
steel wire etc. complete in all respect
above plinth level Note:-
Reinforcement shall be measured in
length including hooks, if any,
separately for different diameters as
actually used in work , excluding
overlaps. Wastage, overlaps,
couplings, welded joints, spacer bars,
chairs, stays, hangers and annealed
steel wire or other methods of binding
& placing shall not be measured and
cost of these items shall be deemed to
be included in the rates for
reinforcement. 6. Thermo-Mechanically Treated bars
of grade Fe-500D or more
2700
68
183600
... More
HSR Item 6.8.2 -Providing and laying
damp-proof course with cement
concrete 1:2:4 (1 cement : 2 coarse
sand (zone-III): 4 graded stone
aggregate 12.5mm nominal size) 2. 40mm thick
6.62
133
880.33
... More
HSR Item 7.21.2 -Brick work with
common burnt clay non-modular
bricks of class designation 10.5 in
foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6
coarse sand)
10.04
3968
39818.88
... More
HSR Item 7.22.2 -Brick work with
common burnt clay non-modular
bricks of class designation 10.5 in
superstructure above plinth level up to
floor IV level in all shapes and sizes in
: 2. Cement mortar 1:6 (1 cement : 6
coarse sand)
22.7
4488
101886.58
... More
HSR Item 9.11.1 -10 cm thick
(average) mud phaska of damped
brick earth on roofs laid to slope
consolidated and plastered with 25
mm thick mud mortar mixed with
bhusa @ 35 kg per cum of earth and
gobri leaping with mix 1:1 (1 clay : 1
cow dung) and covered with flat tile
bricks, grouted with cement mortar
1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing
compound by weight of cement and
finished neat: 1. With common burnt clay nonmodular brick tile of class designation
10
62.78
488
30636.15
... More
HSR Item 9.17.1 -Providing gola
75x75 mm in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 stone
aggregate 10 mm and down gauge),
including finishing with cement
mortar 1:3 (1 cement : 3 fine sand) as
per standard design : 1. In 75x75 mm deep chase
HSR Rate (Rs.) :112.00
Through Rate
29.87
112
3345.44
... More
HSR Item 9.18 -Making khurras
45x45 cm with average minimum
thickness of 5 cm cement concrete
1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1
m x 400 micron, finished with 12 mm
cement plaster 1:3 (1 cement : 3
coarse sand) and a coat of neat
cement, rounding the edges and
making and finishing the outlet
complete.
4
147
588
... More
HSR Item 9.51.1 -Providing and fixing
false ceiling at all height including
providing and fixing of framework
made of special section, power
49.12
856
42048.43
... More
HSR Item 9.57.2 -Providing and fixing
on wall face Unplasticised Rigid PVC
rain water pipes conforming to IS :
13592 Type A, including jointing with
seal ring conforming to IS : 5382,
leaving 10 mm gap for thermal
expansion, (i) Single socketed pipes. 2. 110 mm diameter
12.19
200
2438.4
... More
HSR Item 9.58.5.2 -Providing and
fixing on wall face Unplasticised - PVC
moulded fittings/ accessories for
Unplasticised Rigid PVC rain water
pipes conforming to IS : 13592
4
93
372
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