Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Improvement Of National Highway To Upper Malhar Via Chalora Upto Khui Paddar Including Links (under State Plan). in Udhampur, Jammu & Kashmir, with an estimated contract value of Rs. 1,16,50,000. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 25-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jun 2025
Closing Date25 Jun 2025
Tender Amount₹ 1,16,50,000
Costs
EMD
₹ 2,33,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDJK_278535_1Tender No
e-NIT No. 26 of 2025-26 dated 10.06.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Hard rock @10%
317.76
1128
-
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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, esspits 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 All kind of soil @80% & Ordinary rock @20%
-
304
-
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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, esspits 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 All kind of soil
-
256
-
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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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
-
4826
-
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Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. Incl. 20% Plum
321.19
4774
-
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Reinforced cement concrete work in Foundation (any thickness) including curing but excluding cost of centering shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
-
7788
-
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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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
11.03
7275
-
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Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete all work up to plinth level and above level , Thermo-Mechanically Treated bars of grade Fe-500D or more.,
-
123
-
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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.
600
929
-
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Dry Random Rubble masonary with hard stone in foundation and plinth using Nallah stone without bond stone.
-
2793
-
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Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete
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286
-
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Suspended floors, roofs, landings, balconies and access platforms.
-
718
-
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate.
-
562
-
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12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand).
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266
-
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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.
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218
-
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Dumpimg stone including cost of stones.
24.6.1 in Horizontal on level
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937
-
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Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department)
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1649
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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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)
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4653
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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 600 mm dia. R.C.C. pipe (laying by manual/mechanical means)
75
2415
-
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P/L Weep holes in Edge Walls with 100 mm dia PVC pipe
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250
-
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Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete
348.5
650
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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.
800
12
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Supplying and stacking at site Graded crushed stone aggregate of size of 63mm to 45 mm
599
1204
-
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Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (payment for stone aggregates, screenings, kankar, moorum, and red bajri etc. to be made seprately) base course with 63mm to 45mm size including stone screenings 13.2mm size.
599
768
-
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Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A)
91.82
1204
-
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Supplying and stacking of Crusher Dust
47.92
770
-
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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
272.25
1885
-
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Providing and applying tack coat using hot straight run bitumen of grade –VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.
3630
75
-
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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregates with F.E. Loader hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/tack coat 50 mm average compacted thickness with bitumen of grade VG-30@3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix Plant of 60-90TPH capacity.
181.5
8734
-
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Providing & laying 25 mm thick open graded premix carpet surfacing with hot mix plant & paver & finisher with 2.25 cum & 1.12 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively & 52 kg, 56 kg of hot bitumen per cum of stone chipping respectively & consolidation with road roller of 6-9 tonne capacity including preparation of existing road surface. With paving Asphalt grade VG-30 with no solven
3630
268
-
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
3630
102
-
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Carriage of material by mechanical transportation.
-
-
-
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Sand av lead of 50 km
211
906
-
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Stone agg below 40mm nominal size av lead 15 km
381
344
-
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Stone agg Above 40mm nominal size av lead 15 km
-
374
-
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Stone av lead 5 km
-
236
-
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