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Tender ID
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
25 Mar 2026, 4:30 pmClosed
Executive Engineer PMGSY Division Baramulla
Executive Engineer PMGSY Division Baramulla
Permanent Restoration of road from Nambalnar to Watalpora_Package No. JK03 96
2026_KSRRD_146957_7
32/EE/PMGSY/Bla-e-Tendering of 2025-26
Open Tender
CIVIL
Percentage
45 days
Baramulla
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,100
Executive Engineer PMGSY Division Baramulla
₹80,000
22 Apr 2026
12 Mar 2026
27 Mar 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
Pavement
WMM:- 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 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Prime coat:- Providing and applying Tack Coat with Bituminous Emulsion conforming to IS: 8887 using emulsion pressure distributer including prepare the surface and cleaning the surface using mechanical broom.With Medium setting Bitumen Emulsion On WMM Surface @0.40kg/sqm including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Bit. Macadam:- 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Tack Coat:- Providing and applying tack coat using hot straight run bitumen of grade–VG-10, 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 bitumen surface @ 0.50 Kg/sqm).including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Semi Dense:- 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 withpaver 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.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Seal coat: Providng and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve ) with bitumen using 128kg of bitumen of grade VG10 bitumen/cum of fine aggregate and 0.6 cum of fine aggregate per 100 sqm of road surface including rolling and finsihing with road all complete including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Hard Shoulder:- Supply and spreading of Quarry/Nallah Muck/ RBM to specified lines grades and cross sections including watering, dressing and consolidation with PRR 8-10 ton capacity to required gradient and camber including Royality charges, loading , unloading, cost and carriage of materials upto the site of work.Complete Job as per relevant clause of MoRTH Specification
PCC Drain
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:All kinds of soil
Type B (First class bedding) Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) M-10 grade including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) M-15 grade including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
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. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Crate Work
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:All kinds of soil
Supplying & filling of quary stones into wire crates with wire of required dia anealed wire including hand packing tightly with tipping and tightning of crates with cost of crates.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)
Supply and filling of Nallah muck/Quarry Muck/RBM/Khak Bajree Backfilling from approved source to site of work incl. all carriages, leads/ lifts loading unloading, and compaction with 8-10knRoad roller to desired compaction
Road Furniture
Providing and applying of 2.5 mm thick road marking rectroreftive shade for speed breakers /zebra crossing / Stopline of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile shoe,glass beads dispencer,propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour T&P including all laed and lift to site of work.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 including all laed and lift to site of work.
Providing and Fixing PMSGY LOGO boards as per drawings and specifications (Starting Point & end point), including all laed and lift to site of work complete job
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