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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | -37.37% | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 CrAdmitted-Finance | -35.57% | ₹2.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.8 CrAdmitted-Finance | -29.33% | ₹2.8 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.0 Cr
EMD Value
₹7.9 L
Closing Date
18 Dec 2025, 6:00 pmClosed
S E PWD R and B Circle South Jammu
S E PWD R and B Circle South Jammu
Construction of Office building at ward No.1 Gandhi Park M.C R.S. Pura
2025_PWDJK_296628_1
e-NIT No.SESJ/07 of 2025-26 dated 27-11-2025
Open Tender
Civil Works
S E PWD R and B Circle South Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
S E PWD R and B Circle South Jammu
₹7.9 L
S E PWD R and B Circle South Jammu
21 Jan 2026
28 Nov 2025
19 Dec 2025
28 Nov 2025
18 Dec 2025
28 Nov 2025
10 Dec 2025
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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.
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil.
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -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 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)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level.
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)
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
Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
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)
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.
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
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 ofmix: 1 : 6 ( 1 cement : 6 fine sand)
Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 fine sand) including curing.
Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections
Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing 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
Brick edging 7cm wide 11.4cm deep to plinth protection with common burnt clay (nonmodular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 Cement : 4 fine sand) and curing complete
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide.
Centering and shuttering including strutting, propping etc. and removal of form for: Stairs (excluding landings) except spiral staircases
Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and acoat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing & laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen & the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. Per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
40mm thick fine dressed stone flooring over 20mm (average) thick baseof cement mortar 1:5 (1 cement: 5 coarse sand) with joints finishedflush and curing complete: whitr sand stone.
Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.
Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) includingpointing the joints with whitecement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
Extra for providing opening of required size and shape for wash basin/ kitchen sink inkitchen platform, vanity counters and similar location in marble/granite / stone workincluding necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete
Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc.including machine polishing to edge to give high gloss finish etc. complete as per designapproved by Engineer-in-Charge. Granite work
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, inskirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg persqm, including pointingin white cement mixed with pigment of matching shade complete.
Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover
Providing and fixing ball bearing for rolling shutters.
Extra for providing mechanical device chain crank operation for operatingrolling shutters.Exceeding 16.80 sqm in area
Extra for providing grilled rolling shutters manufactured out of 8mmdia.M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured.)
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. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)
Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws.Second class deodar wood.
Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mmfor doors, windows and clerestory windows with ISI marked M.S. pressed butthinges bright finished of required size with necessary screws as per direction ofSecond class deodar woodEngineer-in-charge :
Providing wood work in frames of doors, windows, clerestory windows andother 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 fastenersshall be paid for separately): Sal Wood.
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or crossbands and face veneers on both faces of shutters With ISI marked M.S. pressed butt hinges bright finished of requiredsize with necessary screws.
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 glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws.Second class teak wood
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with10 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 gradedstone aggregate 20 mm nominal size).
Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barreltype) with necessary screws etc complete. 100x10mm
Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete. 150x10 mm
Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barreltype) with necessary screws etc complete 200x10 mm
Providing and fixing bright /matt finished Stainless Steel handles of approvedquality & make with necessary screws etc all complete 100mm
Providing and fixing bright /matt finished Stainless Steel handles of approvedquality & make with necessary screws etc all complete 125mm
Providing and fixing aluminum sliding door bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16mm
Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 1mm thick
Distempering with 1st quality acrylic distemper, having VOC (VolatileOrganic Compound) content less than 50 grams/ liter, of approved brandand manufacture, including applying additional coats wherever required,to achieve even shade and colour : One coat
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or mor
e coats on new work
Providing and fixing chromium plated brass curtain rod having wall thickness of1.25mm with two chromium plated brass brackets fixed with C.P. brass screwsand PVC sleeves etc., wherever necessary complete : 20 mm dia
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 andsimilar works.
Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter.
Providing and fixing 15cm wide 45 cm overall semi circular plain G.S.sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc.0.63 mm thick with zinc coating not less than 275 gram/m2
Providing flat iron brackets 50 x 3 mm size with necessary bolts, nuts andwashers etc. for fixing asbestos cement/ G.S. sheets gutters with purlins.
Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion : 75 mm dia
Providing and fixing un-plasticised -PVC pipe clips of approved design toun-plasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, includingcutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarsesand) and making good the wall etc. complete. 110 mm
Providing and fixing to the inlet mouth of rain water pipe cast iron grating15 cm diametre and weighing not less than 440 grams.
Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm dia
Providing and fixing PTMT grating of approved quality and colour125 mm nominal dia with 25mm waste hole
Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid , 10 liter low level white vitreous chinaflushing cistern and CP flush bend with fittings and C.I. brackets, 40mmflush bend, overflow arrangement with specials of standard make andmosquito proof coupling of approved municipal design complete,including painting of fittings and brackets, cutting and making good thewalls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
Providing and fixing wash basin with C.I. brackets, 15 mm PTMTpillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making goodthe walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe andC.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever required: One urinal basin with 5 literwhite P.V.C automatic flushing cistern
Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete
Providing and fixing brass stop cock of approved quality: 15 mm nominal bore
Providing and fixing brass stop cock of approved quality: 20 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : 15 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : 20 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete : 25 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work): 15 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work): 20 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work): 25 mm dia. nominal bore
Repainting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 15 mm dia nominal
Repainting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 20 mm dia nominal
Repainting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality : 25 mm dia nominal
Providing and fixing brass bib cock of approved quality: 15 mm nominal bore
Providing and fixing brass bib cock of approved quality: 20mm nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc : 25 to 40 mm nominal bore
Providing and fixing heavy class SS grating plane floor trap and setting in floor with cement mortar to matach the floor finish as per direction of Engineer-in-charge (size 100mm dia) ISI marked.
Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm. 15mm dia
hours
Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm. 20 mm dia
Supply, assembly, erection, testing and commissioning of pumping system comprising the 1 HP Crompton Mini Master Water Motor .
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Sand/ Stone aggregate below 40 mm nominal size for an average lead of 15 km.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. Stone aggregate above 40 mm nominal size for an average lead of 15 km.
Bricks for an average lead of 15 km
Disposal of material for an average lead of 5km
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