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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹47.2 LAdmitted-Finance | -36.51% | ₹47.2 L | L1 | Admitted-Finance |
| 2 | L2₹51.4 LAdmitted-Finance | -30.86% | ₹51.4 L | L2 | Admitted-Finance |
| 3 | L3₹53.3 LAdmitted-Finance | -28.21% | ₹53.3 L | L3 | Admitted-Finance |
| 4 | L4₹58.3 LAdmitted-Finance 37 12 NEAR PNB AKHNOOR JAMMU PIN 181201 | JAMMU | JAMMU AND KASHMIR | 181201 | -21.55% | ₹58.3 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹74.3 L
EMD Value
₹1.5 L
Closing Date
25 Mar 2026, 6:00 pmClosed
Er Jyotika Sambyal
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to BOQ
2026_PWDJK_305946_1
98 of 2025-26 dated 11-03-2026
Open Tender
Civil Works
180 days
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
Please refer to tender documents
3 documents required · 3 mandatory
₹1,500
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
₹1.5 L
EXECUTIVE ENGINEER PWD R AND B DIVISION VIJAYPUR
30 Mar 2026
11 Mar 2026
27 Mar 2026
11 Mar 2026
25 Mar 2026
11 Mar 2026
16 Mar 2026
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 )
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.
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), with all leads and lifts carriage complete.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), with all leads and lifts carriage complete.
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) with all leads and lifts carriage complete.
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS:15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately), Size of tile 600x600 mm.
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), with all leads and lifts carriage complete.
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, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size), with all leads and lifts carriage complete.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above or upto plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns
Columns, pillars, piers, abutments, posts and struts.
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls Under 20 cm wide
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in, Cement mortar 1:6 ( 1 cement : 6 coarse sand), with all leads and lifts carriage complete.
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in, Cement mortar 1:4 ( 1 cement : 4 coarse sand), with all leads and lifts carriage complete.
Extra for half Brick masonry in superstructure above plinth level upto floor V level.
15mm Cement plaster on the rough side of single or half brick wall of mix, 1 : 6 ( 1 cement : 6 fine sand), with all leads and lifts carriage complete.
12mm Cement plaster of mix, 1 : 6 ( 1 cement : 6 fine sand), with all leads and lifts carriage complete.
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand), with all leads and lifts carriage complete.
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 30mm ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws
Providing and fixing 35mm 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 First class kail wood
Providing and fixing 35mm 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 ( First class kail wood )
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 water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
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
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required, In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer ( M.S. tube )
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion (i) Single socketed pipes ( 110 mm diametre )
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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
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 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.
Providing and fixing aluminum hanging floor door stopper, 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 ( Single rubber stopper )
Providing and fixing aluminum casement stays, 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 :
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
Renewing glass panes, with putty and nails wherever necessary including raking out old putty Float glass panes of thickness 5.0 mm(weight not less than 12.5 kg/sqm)
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Bend 87.5° ( 110 mm bend )
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete, with all leads and lifts carriage complete.
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