Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Apr 2025
Closing Date1 May 2025
Tender AmountRefer Documents
Costs
EMD
₹ 20,000Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Restoration/ Maintenance Of Roads Under The Jurisdiction Of Pwd (rnb) Division Doda On Emergency Basis By Way Of Slip Clearance, Snow Clearance, Filling Of Ruts Etc 1. Pull Doda Ghat Road 2. Ghat Via Nagri 3. Ghat Road To Qasimpura 4. Medical College
Description
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Contact
Tender Id
2025_PWDJK_275911_4Tender No
e-NIT 01 of 2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
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Documents
BOQ Items
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Hard Rock (Blasting prohibited )
1
2173
2173
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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 including getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres.
-
-
-
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1
218
218.4
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Providing, laying, spreading and compacting graded stone aggregate (size
range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification
including premixing the material with water at OMC in mechanical mix
plant, carriage of mixed material by tipper to site, for all leads & lifts,
laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8
to 10 tonne capacity to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge
1
1885
1885.95
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All kinds of soil
1
256
256.85
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
1
5402
5402.9
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Hard Rock (Requiring Blasting )
1
1316
1316.2
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1:3:6 or richer mix (i/c equivalent design mix)
1
1725
1725.2
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Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
1
1880
1880.3
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Snow Clearance by Mechanical Means using Snow Plough 4WD 60 BHP (Trucks/JCB)
1
4
4.71
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Carriage of Stone avg. lead of 05 km.
1
236
236.16
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In soils; mixed with Decomposed Rocks; by blasting or any other means
1
411
411.4
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Dumping of stones including cost of stones in horizontal on level.
1
937
937.9
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In ordinary soils
1
154
154.15
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Hand packed stone filling in horizontal on level 50% stone and 50% available earth.
1
578
578.15
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Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of
Engineer-in-charge.
1
3093
3093.3
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Carriage of Stone aggregate (Below 40 mm) avg. lead of 05 km.
1
200
200.74
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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
1
24
24.12
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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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder.
1
4774
4774.46
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Ordinary Rock
1
493
493.5
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Beyond 30 cm girth upto and including 60 cm girth.
1
379
379.05
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
12
12.49
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Hard Rock (Blasting prohibited )
1
1196
1196.05
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not xceeding 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:
-
-
-
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Carriage of Matierial By Mechanical Transport including loading, unloading and stacking
-
-
-
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Above 240 cm girth
1
15627
15627.5
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Slip Clearance
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-
-
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:
-
-
-
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1:4:8 or leaner mix (i/c equivalent design mix)
1
1064
1064.55
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450 mm dia. R.C.C. pipe
1
2008
2008.8
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In medium hard rocks ; by blasting
1
492
492.7
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Hand packed stone filling in horizontal on level using 50% available stone and 50% available earth.
1
228
228.15
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Hard Rock (Requiring Blasting )
1
810
810.85
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Providing, fixing and installation of Flex board (280 GSM) without frames duly primed and painted with two coats.
1
20
20
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Providing and erecting a "Modified Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 933 mm above road/ground level, fixed on ISMC I section series channel vertical post, 150 x 100 x 4.3 mm spaced 2 m centre to centre, 2.133 m high with 1.20 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel I section 350x127x5.9mm, 546 mm long complete as per clause 811
1
5717
5717
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Repair/Rectification of Crash Barrier including Refixing/Providing & Fixing of U-Clamps/damaged Sheets/welding/Nut Bolts complete Job as required at site and directed by Engineer-In-Charge.
1
1500
1500
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Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of nserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1458
1458.45
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Beyond 120 cm girth upto and including 240 cm girth.
1
7795
7795.7
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Hand-packing stones in wire-crates; including cost of crates and stones
1
1649
1649.85
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Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
1
1740
1740.45
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Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
6
6.35
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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 meters lead as per direction of Engineer-in-charge.
1
2516
2516.85
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Beyond 60 cm girth upto and including 120 cm girth.
1
1683
1683
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All kinds of soil
1
479
479.3
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Carriage of Sand avg. lead of 22 km.
1
432
432.02
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Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes
-
-
-
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Dumping of stone excluding cost of stones in Horizontal on level
1
237
237.9
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Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer, as per direction of Engineer-in-charge.
1
336
336.3
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Providing and Fixing 8''dia PVC Pipe including all fitting complete job.
1
900
900
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Providing, fixing and installation in cement concerete )1:2:4) mix Flex board (280 GSM) with frames duly primed and painted with two coats.
1
50
50
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In soils; mixed with moorum/Kankar/ shingle/ boulders;
1
331
331.15
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Berm and Ruts Filling with RBM/Approved material obtained from borrow pits with a lift upto 1.50 mtr. Transporting to site, spreading grading to required slope and compacting, complete job
1
300
300
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900 mm dia. R.C.C. pipe
1
3951
3951.65
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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)
1
2793
2793.8
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600 mm dia. R.C.C. pipe
1
2415
2415.8
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
1
286
286.35
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In hard rocks; by blasting
1
686
686.3
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Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
1
189
189.2
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