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Tender ID
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
26 Feb 2026, 4:00 pmClosed
Executive Engineer RnB Division Kupwara
Executive Engineer RnB Division Kupwara
Completion of single lane 1X40Mtr Span Steel Trussed Girder Bridge along with approach road leading to Galizoo Stadium at Kupwara.
2026_PWDJK_302557_1
NIT No. 83 of 2025-26 of RnB Division Kupwara
Open Tender
Civil Works
Item Rate
60 days
Galizoo stadium Kupwara
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,600
Executive Engineer RnB Division Kupwara
₹3.2 L
7 Feb 2026
7 Feb 2026
27 Feb 2026
7 Feb 2026
26 Feb 2026
7 Feb 2026
Approach Road. Providing and laying of granular sub-base/ nallah muck material and consolidation by 8-10 ton power road roller at OMC to achieve at least max dry density incl. all leads lifts , carriage , taxes Ocotori etc.
Laying , spreading and compacting stone agg. Of specfied sizes 63 to 45mm to WBM specifications in uniform thickness , hand packing, rolling with 3 wheeled raod/ vibratory roller 8-10 tone capicity in stagws to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse agg. , watering and compacting to the required density incl. all cost and carriage complete job.
Providing laying , spreading and compacting graded stone agg. To wet-mix macadam specification incl. pre-mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform with paver in base course on well prepared surface and compacting with vibratory roller to achieve the desired density specification thickness 150mm compacted thickness ( MORT and H specifications, clause 406)
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge
Tack coat: Providing and applying tack coat with bitumen emulsion(SS-1) on prepared surface of granular base incl. Cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical specification clause 502( low Porosity)
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge: 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
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-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
Construction of 4.50M High R-Wall 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( Hard Rock)
Providing and laying of dry stone soling (hand packed) in foundation trenches and ramming, including all leads, lifts carriage complete.
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) incl. all leads lifts, carraige complete
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement
Providing and fixing of 75mm PVC pipes of Standard quality as weep holes incl. all carriages complete
Centering and shuttering including strutting, propping etc. and removal of form
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Back filling behind abutments with wall R /wall by way GSB / Nallah Muck as per specification incl. consolidation with incl. all carriages of material involved the site of work complete
RCC Pipes. Providing and laying of RCC pipe 900 mm dia NP-3 spigot at spots incl. carriage and providing proper cushion complete job.
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