Public Works Department Tender
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Costs
EMD
₹ 62,820Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_14848_1Tender No
NIT 285 of phe div lehTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Extra for every additional lift of 1.5m or part thereof in All kind of soil
14.71
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Ordinary Rock
14.71
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Dumping stone in horizontal level in foundation
2.71
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Providing and laying in position cement concrete of M10 (1:3:6) (1cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed, excluding the cost of centering and shuttering all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates
1.8
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Providing and laying in position Reinforced Cement Concrete of M20 1:1.5:3 (1cement:1.5 coarse sand 3 graded stone aggregate 20mm nominal size, crushed, excluding the cost of centering , shuttering, finishing and reinforcement all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates.
6.12
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Providing and laying in position Reinforced cement concrete in Walls any thickness including attached pilasters, buttress 1:1:5:3(1cement:1:5 coarse sand:3 graded stone aggregate 20mm nominal size, crushed, excluding the cost of centering and shuttering, finishing & reinforcement all work up to plinth level but including cost of carriage by means of mechanical transport and head loads also including curing rates.
21.49
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
22.67
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Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
104.27
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Arches, domes, vaults upto 6 m span
22.67
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Extra for shuttering in circular work ( 20% of respective centering and shuttering items).Foundation, wall, dome slab
22.67
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-
Reinforcement for RCC work including straightening, cutting bending, placing, in position and binding all complete TMT steel bars.
3200
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-
12mm cement plaster 1:3( 1 cement:3 coarse sand) finished with a floatingcoat of neat cement Inner Walls ,Outer wall
119.43
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-
Extra for providing and mixing water proofing material in cement plaster in proportion as recommended by manufacturers for item.
104.27
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-
Cement concrete flooring 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20mm nominal size crushed)finished with a floating coat of neat cement including cement slurry, 50mm thick with 20mm nominal size stone aggregate crushed but including cost of carriage by means ofmechanical transport and head loads also including curing rates
11.33
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-
Laying and G. I. Pipe 80mm Dia for inlet,3” outlet, 4” wash out , 4”overflow and air vent G.I.Pipe
20
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-
Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.
38.62
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-
Providing and fixing of manhole cover of approved quality
1
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Finishing walls with water proofing cement paint of required shade on New work
55.35
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Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
157
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-
Earth work in excavation by mechanical means in
trenches for foundation, drains, pipes, cables etc.(Not
exceeding 1.5m in width) and for shafts, wells, cesspits
and the like not exceeding 10 sqm on plan,including
dressing of sides and ramming of bottoms lift upto
1.5m, incl. getting out excavated earth and disposal of
surplus excavated earth as directed, within lead of
50mtrs.All kind of soil
1189.32
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Ordinary Rock
222.99
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Hard Rock
74.33
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Earthwork in excavation by Manual means in trenches
for foundations, drains, pipes, cables etc. not exceeding
1.5m in width and for shafts, wells, cesspits and the like
not exceeding 10 sqm on plan, incl. dressing of sides
and ramming of bottoms lift upto 1.5m, incl. getting
out excavated earth and disposal of surplus excavated
earth as directed, within lead of 50mtrs All kind of soil
195.29
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-
Ordinary Rock
36.62
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-
Hard Rock
12.21
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-
Providing, laying and fitting of HDPE pipe conforming
to IS 4984 :1995 with latest amendements and
conveying to work site incl. loading and unloading at
both destinations and rolling, lowering into the
trenches, laying true to line and jointing of pipes and
specials by electrofusion welding as per standard
procedure and guidlines, incl. encasing the pipe around
to a depth not less than 15 cms with soft earth or
selected earth available from the excavation etc,
complete giving hydraulic test as per relevant ISI with
all leads and lifts incl. testing commissioning the rate is
exclusive of rqd. specials and fittings etc whereever rqd.
complete (Contractor will make own arrangements for
procuring water for testing).HDPEpipe 75mm dia
300
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HDPE pipe 63mm dia
200
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HDPE pipe 50mm dia
250
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HDPE pipe 32mm dia
300
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HDPE pipe 25mm di
150
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Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundation etc., in layers not
exceeding 20cm in depth, consolidating each
deposited layers by ramming and watering lead upto
50m and lift upto 1.5m.
1474.9
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Earthwork in rough excavation from borrow pits for
filling up ground depressions and rock portion .
8.62
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Providing and Supplying & fitting of Electro fusion
fittings in accordance with BS EN 12201:Part-3
suitable for drinking water with black /blue colour
manufactured from compounded PE80/PE100
virgin polymer and compatible with PE80/PE100
Pipes,in pressure rating SDR11 with min PN12.5
rated for water application and shall be inclusive
of all cost such as testing, inspection charges,
transportation upto store, transit insurance,
loading, unloading, stacking etc complete .
1
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
25.75
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Ordinary Rock
4.98
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Hard Rock
2.49
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Filling of stone foundation in horizontal level including cost of stone.
1.96
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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone including carriage complete.
11.89
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-
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete, thermo mechanically treated bars
91.2
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-
Centering and shuttering including strutting propping etc and removal of form for :-Edges of Slabeas and braeks in floors and walls under 20cm wide.
5.01
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P/L damp proof course 40mm thick with cement concrete 1:2:4(20mm
nominal crushed.)(Soakage pit)
4.18
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.74
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-
Providing and fixing PTMT Bib Cock of approved quality and colour 15
mm dia nom bore 86 mm long less than 88 grams.
20
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Proving and Fixing upto floor level precast cement concrete solid
blocks including hoisting and setting in position in cement mortar 1:3
(1 cement : 3 coarse sand) cost of required centring,shuttering and
curing complete. 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed
stone aggregate 20mm nominal size
2.64
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Providing anf Fixing Ist quality Ceramic Glazed Wall Tiles
conforming to IS : 15622 (thickness to be specified by the
manufacture).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 12mm 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
15.44
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-
Proving and Fixing CP jali and complete job
6
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Proving and Fixing of UPVC wastage pipe 2" dia pipe complete job
50
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Providing and laying cement concrete of specific grade excl.the c/o centering and shuttering All work up to plinth level 1:4:8(1cement 4fine sand 8graded stone agg.40mm nominal size)
5.58
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Random rubble masonary with hard stone from quarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement 6sand 12agg)20nominal size
86.16
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Providing and laying filling of earth from source to site of work
53.05
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Providing and laying cement concrete coping 1:2:4(1cement 2coarse sand 4graded stone agg.)40mmthick and 2.5mm nominal size nallah.
37.21
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4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal siz
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Evaluation Notes How It Works ?
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