Urban Development Department Tender
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Urban Development Department - UDD Tender
Civil And Construction
Excavation
Eprocure
Opening Date21 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 8,18,805
Costs
EMD
₹ 16,500Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Rejuvenation Of Ancient Noun Water Body Along With Creation Of Green Space In Ward No 2 Sujanpur
Description
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Contact
Tender Id
2024_UDDHP_94503_1Bid Award Id
ViewTender No
MCS/tender/2024-1216-1221Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://ud-hp.in/
GEM & Bid Advisory Services
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BOQ Items
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
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete
20
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-
Providing and laying factory made chamfered edge
Cement Concrete paver blocks in footpath, parks, lawns,
drive ways or light traffic parking etc, of required
strength, thickness & size/ shape, made by table
vibratory method using PU mould, laid in required colour
& pattern over 50mm thick compacted bed of sand,
compacting and proper embedding/laying of inter locking
paver blocks into the sand bedding layer through
vibratory compaction by using plate vibrator, filling the
joints with sand and cutting of paver blocks as per
required size and pattern, finishing and sweeping extra
sand. complete all as per direction of Engineer-in-
Charge 80 mm thick C.C. paver block of M-30 grade
with approved color design and pattern
80
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-
Providing and laying factory made chamfered edge
Cement Concrete paver blocks in footpath, parks, lawns,
drive ways or light traffic parking etc, of required
strength, thickness & size/ shape, made by table
vibratory method using PU mould, laid in required colour
& pattern over 50mm thick compacted bed of sand,
compacting and proper embedding/laying of inter locking
paver blocks into the sand bedding layer through
vibratory compaction by using plate vibrator, filling the
joints with sand and cutting of paver blocks as per
required size and pattern, finishing and sweeping extra
sand. complete all as per direction of Engineer-in-
Charge 60mm thick cement concrete paver block of
M-35 grade with approved colour, design &
pattern.
30
-
-
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any
pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc.
complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
20
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-
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 & 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.).
20
-
-
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 300mm dia
6
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-
Supplying and stacking of good earth at site including royalty and carriage upto 100 metres on head load and 1 km. By mechanical transport (earth measured in stacks will be reduced by 20% for payment)
20
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-
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 within all laeds and lifts , as directed by Engineer-in-charge.
15
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-
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 all laeds andlifts Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
12
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-
Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep
and disposal of rubbish, within all leads and lifts All kinds of soil
50
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-
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 fine sand : 10 graded stone aggregate 40 mm nominal size)
5
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-
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) : 4 graded stone aggregate 20 mm nominal size)
5
-
-
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
16
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-
Centering and shuttering including strutting, propping
etc. and removal of form work for walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
50
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-
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 five level, excluding cost of centering, shuttering,finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3
graded stone aggregate 20 mm nominal
size)
5
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-
Centering and shuttering including strutting, propping
etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
50
-
-
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete upto and above plinth level Mild steel and Medium Tensile steel bars
450
-
-
Supplying and applying pre tested and approved water
based concrete curing compound to concrete/ masonry
surface, all as per manufacturer’s specification and
direction of Engineer-in-charge. Non pigmented wet curing compound
50
-
-
Brick work with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in foundation and above plinth
11.5
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-
Coursed rubble masonry (second sort) with hard stone
in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
15
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-
Providing and fixing 18 mm thick gang saw cut,
mirror polished, premoulded and prepolished, machine
cut for kitchen platforms, vanity counters, window sills,
facias and similar locations of required size, approved
shade, colour and texture laid over 20 mm thick base
cement mortar 1:4 (1 cement : 4 coarse sand), joints
treated with white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing, moulding
and polishing to edges to give high gloss finish etc.
complete at all levels Granite of any colour and shade Area of slab upto all
20
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-
Stone work (machine cut edges) for wall lining etc.
(veneer work) upto 10 metre height, backing filled with a
grout of average 12 mm thick cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white
cement mortar 1:2 (1 white cement : 2 stone dust) with
an admixture of pigment matching the stone shade
5
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-
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.
20
-
-
Structural steel work in single section, fixed with clerestory windows & doors with M.S. Flat 15x3 mm and
nuts & bolts complete Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both
sides
20
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-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate) finished with a floating
coat of neat cement, including cement slurry, but
excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate
20
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-
Chequerred precast cement concrete tiles 22 mm thick
in footpath & courtyard, jointed with neat cement slurry
mixed with pigment to match the shade of tiles, including
rubbing and cleaning etc. complete, on 20 mm thick bed
of cement mortar 1:4 (1 cement: 4 coarse sand)Medium shade pigment using 50% white cement 50% Grey cement
15
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-
40 mm thick fine dressed stone flooring over 20 mm
(average) thick base of cement mortar 1:5 (1 cement : 5
coarse sand) with joints finished flush red sand stone
10
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-
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
10
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-
Providing and applying plaster of paris putty of 2 mm
thickness over plastered surface to prepare the surface
even and smooth complete
10
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
20
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-
Pumping out water caused by springs, tidal or river
seepage, broken water mains or drains and the like.
40
-
-
Providing and fixing G.I. chain link fabric fencing of
required width in mesh size 50x50 mm including
strengthening with 2 mm dia wire or nuts, bolts and
washers as required complete as per the direction of
Engineer-in-charge.
10
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-
Providing and fixing Chlorinated Polyvinyl Chloride
(CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded
fittings This includes jointing of pipes & fittings with one
step CPVC solvent cement, trenching, refilling & testing
of joints complete as per direction of Engineer in
Charge. 20 mm nominal outer dia Pipe
12
-
-
Providing and fixing G.I. pipes complete with G.I. fittings
including trenching and refilling etc 20 mm dia nominal bore
10
-
-
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 600mm dia pipe
5
-
-
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 900mm dia
5
-
-
Constructing brick masonry road gully chamber
110x50x77.5 cm with bricks in cement mortar 1:4 (1
cement : 4 coarse sand) including 500x450 mm precast
R.C.C. horizontal grating with frame and vertical grating
complete as per standard designWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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-
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
1000
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-
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