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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.6 LAdmitted-Finance | -41.56% | ₹35.6 L | L1 | Admitted-Finance |
| 2 | L2₹39.7 LAdmitted-Finance | -34.77% | ₹39.7 L | L2 | Admitted-Finance |
| 3 | L3₹40.6 LAdmitted-Finance | -33.33% | ₹40.6 L | L3 | Admitted-Finance |
| 4 | L4₹41.4 LAdmitted-Finance | -31.99% | ₹41.4 L | L4 | Admitted-Finance |
| 5 | L5₹45.6 LAdmitted-Finance | -25.00% | ₹45.6 L | L5 | Admitted-Finance |
Tender Value
₹60.8 L
EMD Value
₹1.2 L
Closing Date
27 Feb 2026, 6:00 pmClosed
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
1/ Construction of Additional Class Room at High School Chatta (RMSA) Zone Purmandal (Amount Rs. 36.00 Lacs). 2/ Construction of Library Room at High School Chatta (RMSA) Zone Purmandal (Amount Rs. 24.84 Lacs). (Under M.H-Samagra Shiksha)
2026_PWDJK_304010_1
Short e-NIT No. DGN/179 of 2025-26 Dated 20-02-2026
Open Tender
Civil Works
120 days
High School Chatta Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹1,500
Executive Engineer PWD RandB Division Gandhi Nagar
₹1.2 L
Jammu
9 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 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 in all kind of soils. Rate for a lead upto 1 meter from cutting edge. (Qty. S.No. 1 = 75.87 Cum) (Qty. S.No. 2 = 60.88 Cum) Total = 136.75 Cum
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). (Qty. S.No. 1 = 22.99 Cum) (Qty. S.No. 2 = 14.79 Cum) Total = 37.78 Cum
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). (Qty. S.No. 1 = 56.93 Cum) (Qty. S.No. 2 = 40.68 Cum) Total = 97.61 Cum
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). (Qty. S.No. 1 = 11.48 Cum) (Qty. S.No. 2 = 8.24 Cum) Total = 19.72 Cum
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). (Qty. S.No. 1 = 1.86 Cum) (Qty. S.No. 2 = 1.45 Cum) Total = 3.31 Cum
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). (Qty. S.No. 1 = 46.97 Cum) (Qty. S.No. 2 = 32.35 Cum) Total = 79.32 Cum
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level. (Qty. S.No. 1 = 46.97 Cum) (Qty. S.No. 2 = 32.35 Cum) Total = 79.32 Cum
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).. (Qty. S.No. 1 = 31.27 Cum) (Qty. S.No. 2 = 16.96 Cum) Total = 48.23 Cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Qty. S.No. 1 = 6244.70 Kg) (Qty. S.No. 2 = 3731.30 Kg) Total = 9976.00 Kg
Centering and shuttering including strutting, propping etc. and removal of form for :-
Foundations, footings, bases of columns etc. for mass concrete.. (Qty. S.No. 1 = 176.86 Sqm) (Qty. S.No. 2 = 132.43 Sqm) Total = 309.29 Sqm
Suspended floors, roofs, landings, balconies and access platforms. (Qty. S.No. 1 = 154.54 Sqm) (Qty. S.No. 2 = 78.80 Sqm) Total = 233.34 Sqm
Stairs (excluding landings) except spiral staircases. (Qty. S.No. 1 = 8.92 Sqm)
Columns, pillars, piers, abutments, posts and struts. (Qty. S.No. 1 = 23.44 Sqm) (Qty. S.No. 2 = 17.15 Sqm) Total = 40.59 Sqm
Lintel, beams, plinth beams, girders, bressumers and cantilevers. (Qty. S.No. 1 = 60.14 Sqm) (Qty. S.No. 2 = 46.05 Sqm) Total = 106.19 Sqm
Edges of slabs and breaks in floors and walls under 20 cm wide.. (Qty. S.No. 1 = 97.26 Mtrs) (Qty. S.No. 2 = 45.73 Mtrs) Total = 142.69 Mtrs
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. (Qty. S.No. 1 = 0.61 Cum) (Qty. S.No. 2 = 0.46 Cum) Total = 1.07 Cum
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 openings / wooden frames with rawl plugs screws etc.. (Qty. S.No. 1 = 178.22 Kg) (Qty. S.No. 2 = 152.78 Kg) Total = 331.00 Kg
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). (Qty. S.No. 1 = 6.14 Sqm)
Extra for half Brick masonry in superstructure above plinth level upto floor V level. (Qty. S.No. 1 = 6.14 Sqm)
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete.. (Qty. S.No. 1 = 1.85 Sqm) (Qty. S.No. 2 = 13.40 Sqm) Total = 15.25 Sqm
12mm Cement plaster of mix 1 : 6 (1 cement : 6 coarse sand).. (Qty. S.No. 1 = 311.01 Sqm) (Qty. S.No. 2 = 159.68 Sqm) Total = 470.69 Sqm
15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 (1 cement : 6 fine sand).. (Qty. S.No. 1 = 185.26 Sqm) (Qty. S.No. 2 = 148.66 Sqm) Total = 333.92 Sqm
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand). (Qty. S.No. 1 = 175.75 Sqm) (Qty. S.No. 2 = 95.70 Sqm) Total = 271.45 Sqm
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.First class kail wood. Rate for thickness of shutters in mm per sqm 35mm. (Qty. S.No. 1 = 16.19 Sqm) (Qty. S.No. 2 = 13.95 Sqm) Total = 30.14 Sqm
Providing and fixing 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. Rate for thickness of shutters in mm per sqm 35mm. (Qty. S.No. 1 = 16.19 Sqm) (Qty. S.No. 2 = 13.95 Sqm) Total = 30.14 Sqm
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).First class kail wood. Rate for thickness of shutter in mm per sqm 35 mm. (Qty. S.No. 1 = 5.21 Sqm) (Qty. S.No. 2 = 2.60 Sqm) Total = 7.81 Sqm
Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked. (Qty. S.No. 1 = 5.21 Sqm) (Qty. S.No. 2 = 2.60 Sqm) Total = 7.81 Sqm
Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete. Kiln seasoned and chemically treated hollock wood 50x12mm. (Qty. S.No. 1 = 10.08 Mtrs) (Qty. S.No. 2 = 5.03 Mtrs) Total = 15.11 Mtrs
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. (Qty. S.No. 1 = 48.25 Cum) (Qty. S.No. 2 = 43.17 Cum) Total = 91.42 Cum
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete size of tile 600x600 mm (Qty. S.No. 1 = 138.19 Sqm) (Qty. S.No. 2 = 74.88 Sqm) Total = 213.07 Sqm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete size of tile 600x600 mm. (Qty. S.No. 1 = 9.12 Sqm) (Qty. S.No. 2 = 3.56 Sqm) Total = 12.68 Sqm
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, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, 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 per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Qty. S.No. 2 = 38.79 Sqm)
Providing and laying Polished Granite stone flooring in required design and 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 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Qty. S.No. 2 = 41.30 Sqm)
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 design approved by Engineer-in-Charge. Granite Work. (Qty. S.No. 2 = 102.74 Mtrs)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (Qty. S.No. 1 = 67.13 Sqm) (Qty. S.No. 2 = 50.03 Sqm) Total = 117.16 Sqm
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood). (Qty. S.No. 1 = 67.13 Sqm) (Qty. S.No. 2 = 50.03 Sqm) Total = 117.16 Sqm
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. (Qty. S.No. 1 = 486.31 Sqm) (Qty. S.No. 2 = 255.14 Sqm) Total = 741.45 Sqm
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm).. (Qty. S.No. 1 = 185.08 Sqm) (Qty. S.No. 2 = 148.53 Sqm) Total = 333.61 Sqm
Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (Qty. S.No. 1 = 486.31 Sqm) (Qty. S.No. 2 = 255.14 Sqm) Total = 741.45 Sqm
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.1 mm thick.. (Qty. S.No. 1 = 486.31 Sqm) (Qty. S.No. 2 = 255.14 Sqm) Total = 741.45 Sqm
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.. (Qty. S.No. 1 = 17.93 Sqm) (Qty. S.No. 2 = 12.35 Sqm) Total = 30.28 Sqm
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. (Qty. S.No. 1 = 15.24 Mtrs) (Qty. S.No. 2 = 11.43 Mtrs) Total = 26.67 Mtrs
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. Coupler 110 mm. (Qty. S.No. 1 = 8.00 Each) (Qty. S.No. 2 = 3.00 Each) Total = 11.00 Each
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° 110mm bend. (Qty. S.No. 1 = 8.00 Each) (Qty. S.No. 2 = 6.00 Each) Total = 14.00 Each
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. (Qty. S.No. 1 = 168.50 Kg)
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).. (Qty. S.No. 1 = 36.00 Each) (Qty. S.No. 2 = 22.00 Each) Total = 58.00 Each
Engaging painter for writing name of School, Logo and making India Map and charts on wall as per direction of E.I.C (Complete job). (Qty. S.No. 1 = 4.00 Nos) (Qty. S.No. 2 = 2.00 Nos) Total = 6.00 Nos.
Making Black board 1 No.) one in each class room in cm (1:4) with side patti complete in all respect as per direction of E.I.C (Complete job). (Qty. S.No. 1 = 2.00 Nos)
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm. (Qty. S.No. 1 = 134.50 Sqm) (Qty. S.No. 2 = 74.81 Sqm) Total = 209.31 Sqm
Providing and fixing of Wiring for light point / fan point / with 1.5 sq.mm FRLS PVC insulated copper conductor sngle core cable in surface / recessed medium class PVC conduit with simple switches, fan regulator, plates, G.I box including supply of wiring holders, fan box, including LED bulbs 20 Watt, PVC conduit with SPN of 32 amp. and MCB (10,16 amp as per load), of make Anchor / Havells (Complete job).. (Qty. S.No. 1 = 25.00 Points) (Qty. S.No. 2 = 22.00 Points) Total = 47.00 Points
Providing and fixing of Wiring for Power point with 2.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with switches 16A,Plates, G.I box including supply of wiring, 16 amp socket, PVC conduit with MCB (32 amp. as per load) & of make Anchor , Havells, Crompton, Orient, Bajaj all job complete.. (Qty. S.No. 2 = 5.00 Points)
Supply installation testing and commissioning of Ceiling Fan 3 Star Rated with Voltage 5.3 Cu.m / min / watt Aluminium Blades ,including wiring the down rods of standard length (Upto 45 cm) with 1.5 sq.mm FR PVC insulated,copper conductor,single core cable including providing and fixing phenolic laminated sheet cover on the Fan Box etc as Required of make Anchor, Havells, Crompton, Orient, Bajaj (Complete job).. (Qty. S.No. 1 = 3.00 Each) (Qty. S.No. 2 = 11.00 Each) Total = 14.00 Each
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. 300x16 mm. (Qty. S.No. 1 = 2.00 Each) (Qty. S.No. 2 = 1.00 Each) Total = 3.00 Each
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. 200x10 mm. (Qty. S.No. 1 = 4.00 Each) (Qty. S.No. 2 = 2.00 Each) Total = 6.00 Each
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 150x10 mm. (Qty. S.No. 1 = 14.00 Each) (Qty. S.No. 2 = 6.00 Each) Total = 20.00 Each
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. 100x10 mm. (Qty. S.No. 1 = 124.00 Each) (Qty. S.No. 2 = 64.00 Each) Total = 1888.00 Each
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.. (Qty. S.No. 1 = 7.00 Each) (Qty. S.No. 2 = 3.00 Each) Total = 10.00 Each
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. 100 mm. (Qty. S.No. 1 = 62.00 Each) (Qty. S.No. 2 = 32.00 Each) Total = 94.00 Each
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. (Qty. S.No. 1 = 2.00 Each) (Qty. S.No. 2 = 1.00 Each) Total = 3.00 Each
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Sand for an avg. lead of 10 Kms. (Qty. S.No. 1 = 82.78 Cum) (Qty. S.No. 2 = 54.22 Cum) Total = 137.00 Cum
Stone agg. Below 40mm size for an avg. lead of 10 Kms. (Qty. S.No. 1 = 109.05 Cum) (Qty. S.No. 2 = 73.30 Cum) Total = 182.35 Cum
Bricks for an avg. lead of 15 Kms. (Qty. S.No. 1 = 23552.00 No.) (Qty. S.No. 2 = 15981.00 No.) Total = 39533.00 No.
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