Public Works Department Tender
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Costs
EMD
₹ 69,080Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWD_15924_1Tender No
CDL 05 of Leh of 2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
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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(zone-III) : 3 graded stone aggregate 20 mm
nominal size)
32.7
11102
-
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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).
20.7
11551
-
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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns for mass concrete
29.2
306
-
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b) Suspended floors, roofs, landings, balconies and access platforms.
45
738
-
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Edges of slabs and breaks in floors and walls Above 20 cm wide
11.76
1173
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string
courses etc.
86.52
635
-
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1cement :6coarsesand:12graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
216.3
5730
-
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal
size).
36
486
-
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Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power
roller of minimum 8 tonnes and dressing up in embankments for roads, flood
banks, marginal banks and guide banks or filling up ground depressions, lead
upto 50 m and lift upto 1.5 m :
2.2.1 All kinds of soil
159.75
722
-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
6408
109
-
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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.
13.5
2440
-
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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)
13.2
1673
-
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Carriage of material by Mechanical transport including loading unloading and stacking complete job. a) Cement an avg. lead upto 20 km
51.22
342
-
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b) Sand an avg lead 15 km
132.93
328
-
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c) Coarse aggregate avg lead 25 km
53.85
430
-
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d) Stone an avg lead 5 km
216.3
236
-
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e) Earth an avg lead 1 km
159.75
168
-
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