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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.6 LAdmitted-Finance | -36.99% | ₹62.6 L | L1 | Admitted-Finance |
| 2 | L2₹72.0 L+₹9.4 L (15.0%)Admitted-Finance | -27.57% | ₹72.0 L+₹9.4 L (15.0%) | L2 | Admitted-Finance |
| 3 | L3₹74.5 L+₹11.9 L (19.0%)Admitted-Finance | -25.00% | ₹74.5 L+₹11.9 L (19.0%) | L3 | Admitted-Finance |
| 4 | L4₹79.7 L+₹17.1 L (27.2%)Admitted-Finance | -19.82% | ₹79.7 L+₹17.1 L (27.2%) | L4 | Admitted-Finance |
| 5 | L5₹81.0 L+₹18.4 L (29.3%)Admitted-Finance | -18.50% | ₹81.0 L+₹18.4 L (29.3%) | L5 | Admitted-Finance |
Tender Value
₹99.4 L
EMD Value
₹2.0 L
Closing Date
4 Feb 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Construction of 4 Plus 4 Double Storey Building at GMS Kalsan Baila,Mandi,DIstrict Poonch.
2026_PWDJK_301467_1
e-NIT No.113/2025-26 dated 27-1-2026
Open Tender
Civil Works
Percentage
180 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Yes
Executive Engineer PWD Division Poonch
₹2.0 L
Yes
6 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
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 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:1 meter from cutting edge.All kinds of soil :
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)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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)
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)
Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Columns, pillars, piers, abutments, posts and struts.
Suspended floors, roofs, landings, balconies and access platforms
Edges of slabs and breaks in floors and walls Under 20 cm wide
Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B.Fixing with adjustable lugs with split end tail to each jamb
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to steel windows by welding
06 mm Cement plaster on the rough side of single or half brick wall of mix :1 : 3 ( 1 cement : 3 fine sand)
12 mm Cement plaster on the rough side of single or half brick wall of mix :1 : 6 ( 1 cement : 6 fine sand)
15 mm Cement plaster on the rough side of single or half brick wall of mix :1 : 6 ( 1 cement : 6 fine sand)
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.
Providing and laying 75mm thick compacted bed of dry brick aggregate 40mm thick nominal size including spreading, well rammed, consolidated and grouted with fine sand including finishing smooth etc. complete as per direction of Engineer-in-charge
Providing and fixing strips in joints of terrazzo/ cement concrete floors.Glass strips.40 mm wide and 4 mm thick
Providing and fixing 35mm thick panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).Second kail wood
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked
Providing and fixing 35mm thick glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class Kail wood
Providing and fixing 35mm thick wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :Second class Kail wood
Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :250x16 mm
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 200x10mm
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10mm
Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.125mm
Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.100 mm
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
Wiring for light Point/Fan point/Call bell Point with 1.5sqm FRLS PVC insulator Copper conductor single core cable in recssed /surface medium class PVC conduit with modular switch ,modual plate suitable size of GI Box and earthing the point with 1.5 sqmm FRLS PVC Insulator copper conductor single cor cable etc As required
Carriage of material by M.T incl loading/unloading & stacking complete
Sand for an avg. lead of 200 Kms by MT
Sand for an avg. lead of 25 Kms by MT
Stone agg. below 40 mm nominal size for an avg. lead of 25 Kms by MT
Bricks for an avg. lead 220 km by MT
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