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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Finance | -27.38% | ₹7.3 L | L1 | Admitted-Finance |
| 2 | L2₹7.4 LAdmitted-Finance | -27.00% | ₹7.4 L | L2 | Admitted-Finance |
| 3 | L3₹7.5 LAdmitted-Finance | -26.10% | ₹7.5 L | L3 | Admitted-Finance |
| 4 | L4₹8.1 LAdmitted-Finance | -20.00% | ₹8.1 L | L4 | Admitted-Finance |
| 5 | L5₹8.4 LAdmitted-Finance | -16.85% | ₹8.4 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹10.1 L
EMD Value
₹20,240
Closing Date
14 Feb 2026, 4:00 pmClosed
Er. Mohd Qasim
Executive Engineer PWD R and B Division Billawar
Please refer in BOQ
2026_PWDJK_302213_1
e-NIT No 101 of 2025-26 dated 03-02-2026
Open Tender
Civil Works
270 days
Billawar
Please refer Tender documents
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Billawar
₹20,240
18 Mar 2026
4 Feb 2026
14 Feb 2026
4 Feb 2026
14 Feb 2026
4 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, within a lead of 1mtr.
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:A)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 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:A)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 work upto plinth level.A)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
Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. A)Welded
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 A) 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 upto plinth level A) Cold twisted bars.
Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. A)0.63 mm thick with zinc coating not less than 275 gram/m2
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete.A)0.63 mm thick with zinc coating not less than 275 gram/m2
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.
Suspended floors, roofs, landings, balconies and access platforms.
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix: A)1 : 6 ( 1 cement : 6 coarse sand)
12mm Cement plaster of mix: A)1 : 6 ( 1 cement : 6 fine sand)
Providing and fixing strips in joints of terrazzo/ cement concrete floors.A)40 mm wide and 4 mm thick
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 A)50 mm thick with 20mm nominal size stone aggregate
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. (Note: -Butt hinges and necessary screws shall be paid separately).A)Second class deodar 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 40mm thick A)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.A)Second class Kail wood
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 :A)200x10 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. 125 mm
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 :A) Single rubber stopper
Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete :A) 250x16 mm
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
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.A)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 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe 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.
Providing and fixing electric points complete in all respects as necessory as site.(LMR)
Decorative painting which includes beautification on walls by way of alphabet writing, picture drawing of slogans,numerical, cartoon images as per BALA (building as learning and pattern) complete job. (LMR)
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kind of soil.
Carriage of the following materials by Mechanical Transport and head load from source to site of work incl. loading, unloading and stacking complete :-
Sand for an average lead of 40 Km by M.T and 600 mtr by H.L
Stone aggregate below 40mm nominal size for an average lead of 40 Km by M.T and 600 mtr by H.L
Stone aggregate 40mm and above for an average lead of 40 Km by M.T and 600 mtr by H.L
Bricks for an average lead 110 km by M.T 600 mtr by H.L
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