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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 Cr
EMD Value
₹3.1 L
Closing Date
16 Mar 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Construction of Lift Shafts For Transit Accommodation Of Kashmiri Migrant Employees at Mirhama Kulgam
2026_PWDJK_305569_2
119/2025-26/RnB/Kul/ 10635-45 dated 07-03-2026
Open Tender
Civil Works
Percentage
180 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
MH 0059
₹3.1 L
18 Mar 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
Demolishing cement concrete manually / by mechanical means including disposal of material within 50mtr lead 1:3:6 richer mix
Demolishing R.C.C work manually/by mechanical means including stacking of steelbars and disposal of unservicable material withen 50mtr lead 1:4:8 leaner mix
Extra for cutting reinforcement bars manually/by mechnical means in RCC or RB work (Payment shall be made on the x-sectional area of RCC or RB work
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead.
Dismantling CGI roofing incld ridges hips valleys and gutters stacking the material
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : Of area beyond 3 sqm.
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 soils
Providing & Laying of stone soling (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete
Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg.)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works upto plinth level(including extra cement content @ 90 Kg/Cum
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level
Extra cement of approved brand used in excess of 330 Kg/Cum for M25 Grade cement concrete for RCC Works
Brick work with FPS bricks of class designation 75 in foundtion & plinth in cement mortar 1:6 (1 cement, 6 coarse sand) incld: curing
Extra for brick work in super structure above plinth level upto floor V Level(by manual means) incld: curing
12mm Cement Plaster of mix 1:4(1 cement:4 coarse sand)
Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all complete (TMT bars of grade Fe-500D or more.)
Distempring with oil bound washable distemper of approved brand & manufacture to give an even shade New work (2 or more coats) over and incld. Priming coat with cement primer
Finishing walls with water proofing cement paint of approved brand and manufacture &of rqd shade to give an even shade New work (2or more coats) applied @3.84kg /10sqm
Centring and shuttering incld. Strutting, proping etc & removal of form work for Founadtions, footings, bases of columns for mass concrete
Centring and shuttering incld. Strutting, proping etc & removal of form work for walls(any thickness) incld. Attchd plasters, buttresses, plinth and string cousres etc
Centring and shuttering incld. Strutting, proping etc & removal of form work for lintls, beams, plinth beams, girders bressumers & cantilivers.
Centring and shuttering incld. Strutting, proping etc & removal of form work for colums, pillars, piers, abts, posts and strats
Centring and shuttering incld. Strutting, proping etc & removal of form work for suspended floors, roofs, landings, balconies & access plateform.
Rebaring by using various diameter 12mm to 25mm. Dia, hilti make chemical (Re-500) max.depth 300 mm
For 20 mm dia depth 200 mm (25 mm dia Hole)
For 16 mm dia depth 200 mm (20 mm dia Hole)
Structural steel in double section fixed with connecting plate incld cutting hoisting fixing in positon i/c soffits / eaves boarding and applying a priminng coat of approved steel primer all complete
Providing and fixing colour coated Hi-rib profile sheet roofing of approved brand & manufacture, 0.50 mm (+/- 5% total coated thickness)(TCT) zinc coating 120gm/Sqm as per IS: 277 in 240 MPA steel grade-7microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 0.25 microns to avoid scratches while transportation. The sheet shall be fixed using self drilling/ Self tapping screws of size 5.5x5.5 mm with EPDM seal complete upto any pitch in horizontal/ vertical or curved surface, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required And cost of galvanized coloured iron sheets for ridges, hips and valleys complete including carriage of all materials involved.
Setting right of Chowkats & Shutters i/c refixing in place with necessary fittings complete by way of engagement of carpenters
Painting with ready mixed Synthetic enemal paint or approved brand & manufacture in all shades to give an even shade NEW steel work (Two or more coats)
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
Providing and fixing aluminum work for ducts with aluminium section as approved make with 4 mm thick ACP as required with necessary openings with suitable arrangements fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading forpanelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge Powder coated aluminum
Carriage of materails By Mech.Transport, from source to site of work
Stone agg. from Shankerpora for an avg lead of 10 km
Sand from for an avg lead of 10 km
Bricks from for an avg lead of 25 km
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