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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.7 LAdmitted-Finance | -34.40% | ₹13.7 L | L1 | Admitted-Finance |
| 2 | L2₹13.8 L+₹11,047.69 (0.81%)Admitted-Finance | -33.87% | ₹13.8 L+₹11,047.69 (0.81%) | L2 | Admitted-Finance |
| 3 | L3₹14.0 L+₹29,182.58 (2.13%)Admitted-Finance | -33.00% | ₹14.0 L+₹29,182.58 (2.13%) | L3 | Admitted-Finance |
| 4 | L4₹14.2 L+₹52,737.09 (3.86%)Admitted-Finance | -31.87% | ₹14.2 L+₹52,737.09 (3.86%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical CDR Excess Amount |
Tender Value
₹20.8 L
EMD Value
₹41,680
Closing Date
2 Mar 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Construction of ACR at Girls Middle School Mohra Kalaban
2026_PWDJK_304311_33
NIT NO 87 OF 2025-26 Dated 21-02-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹41,680
11 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 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: All kinds of soil :
Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed
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)
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.
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
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) Extra for half Brick masonry in superstructure above plinth level upto floor V 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
Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars
Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete
Foundations, footings, bases for columns
Suspended floors, roofs, landings, balconies and access platforms
Edges of slabs and breaks in floors and walls Under 20 cm wide
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Columns, pillars, piers, abutments, posts and struts
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.
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
12mm Cement plaster of mix: : 6 ( 1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix:
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):Sal wood
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
Providing and fixing 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 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 :
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
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
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
Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
Distempering with 1st quality acrylic distemper (ready mixed)having VOC content less than 50 gms/litre,two or more coats on new work of approved manufacturer, of required shade and colour complete as per manufacturer’s specifications
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 & fixing electric points complete in all respect as per necessary as site
Carriage of material from source to site of work by mechanical transport including loading/ unloading and stacking complete.
Sand for an average distance of 150 Km by M.T
Stone aggregate size below 40mm for an avg distance of 50 km by M.T
Stone for an average distance of 10 Km by M.T
Brick for an average distance of 80 km by M.T
Carriage of material from source to site of work by mechanical transport including loading/ unloading and stacking complete.
Sand for an average distance of 450 Mtr by H.L
Stone aggregate size below 40mm for an avg distance of 350 Mtr by H.L
Stone for an average distance of 350 Mtr by H.L
Brick for an average distance of 350 Mtr by H.LL
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