Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date25 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 47,77,000
Costs
EMD
₹ 95,540Document Cost
₹ 1,100Tender Fee
Refer Documents
Summary
Construction Of Lanes And Drains At Various Places Of Mc Chadoora.
Description
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Contact
Tender Id
2025_PWDJK_271092_1Tender No
NIT NO 65Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
101.25
5202
526793.63
... More
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
101.25
5733
580527
... More
Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Ordinary cement without any pigment.
1125
903
1016831.25
... More
Carriage of materials from approved source upto site of work by MT
-
-
-
... More
Stone Agg. For an avg. lead of 10 Kms
182.25
279
50855.04
... More
Head load of 100 mtr
182.25
244
44538.26
... More
Sand for an avg. lead of 20 Kms
91.13
409
37357.83
... More
Head load of 100 mtr
91.13
244
22270.35
... More
Drain part
-
-
-
... More
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil
252
256
64726.2
... More
Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete.
42
1000
42000
... More
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
31.5
5202
163891.35
... More
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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
126
5733
722433.6
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
840
286
240534
... More
12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand)
630
283
178794
... More
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete Welded
1122
138
155060.4
... More
Mild steel and medium tensile steel bars
4030
115
464860.5
... More
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
210
562
118051.5
... More
Carriage of materials from approved source upto site of work by MT
-
-
-
... More
Stone Agg. For an avg. lead of 20 Kms
148.84
279
41532.31
... More
Sand for an avg. lead of 20 Kms
81.98
409
33606.88
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