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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | -42.30% | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.2 LAdmitted-Finance | -40.50% | ₹6.2 L | L2 | Admitted-Finance |
| 3 | L3₹6.8 LAdmitted-Finance | -35.20% | ₹6.8 L | L3 | Admitted-Finance |
| 4 | L4₹6.9 LAdmitted-Finance | -33.98% | ₹6.9 L | L4 | Admitted-Finance |
| 5 | L5₹6.9 LAdmitted-Finance | -33.96% | ₹6.9 L | L5 | Admitted-Finance |
Tender Value
₹10.4 L
EMD Value
₹20,840
Closing Date
5 Mar 2026, 6:00 pmClosed
Er Jyotika sambyal
Executive Engineer PWD R and B Division Vijaypur
Please refer to BOQ
2026_PWDJK_304610_10
88 of 2025-26 dated 26-02-2026
Open Tender
Civil Works
60 days
Executive Engineer PWD R and B Division Vijaypur
Please refer to tender documents
3 documents required · 3 mandatory
₹600
Executive Engineer PWD R and B Division Vijaypur
₹20,840
Executive Engineer PWD R and B Division Vijaypur
10 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
28 Feb 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 )
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)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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)
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)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
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
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, 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 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
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
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
12mm Cement plaster of mix, 1 : 6 ( 1 cement : 6 fine sand)
15mm 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 fixing strips in joints of terrazzo/ cement concrete floors Glass strips ( 40 mm wide and 4 mm thick )
Providing and fixing 35mm 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 ( 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 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
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, Twin rubber stopper
Providing and fixing hooks and eyes
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)
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work
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
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.
Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete,
Providing and fixing electric points complete in all respect as per necessary as site
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)
Painting on the surface of wall by way of writing name, logos, slogans, quotes and drawing etc. as per direction of Engineer-in-charge complete job
Carriage of Material by Mechanical Transport including loading unloading complete :-
Sand lead upto 10 km.
Stone agg. 40mm size lead upto 10.00 km.
Carriage of Bricks lead upto 20.00 km.
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