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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance | -42.86% | ₹8.0 L | L1 | Admitted-Finance |
| 2 | L2₹8.7 LAdmitted-Finance | -37.18% | ₹8.7 L | L2 | Admitted-Finance |
| 3 | L3₹9.1 LAdmitted-Finance NA | -34.89% | ₹9.1 L | L3 | Admitted-Finance |
| 4 | L4₹10.0 LAdmitted-Finance | -28.50% | ₹10.0 L | L4 | Admitted-Finance |
| 5 | L5₹10.1 LAdmitted-Finance | -27.33% | ₹10.1 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹13.9 L
EMD Value
₹27,840
Closing Date
16 Mar 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of ACR at Higher Secondary school Pallanwala Under Samagra Shiksha-2025-26 (IstCall)
2026_PWDJK_304770_1
Short e-NIT No. 62 of 2025-2026/Khour Dated 27-02-2026
Open Tender
Civil Works
90 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹27,840
Executive Engineer PWD(RandB) Div Khour
13 Apr 2026
27 Feb 2026
18 Mar 2026
28 Feb 2026
16 Mar 2026
28 Feb 2026
10 Mar 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 :
P/Laying of cement conct. 1:5:10 Of specified grade excluding the cost of form work, cement using 40mm N/ size of agg.
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 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) crushed
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 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
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). crushed
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 (1cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete Size of tile 600x600 mm
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
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.
Brick work with brick of class designation 75 above plinth level upto floor V level in cement mortar 1:6
Extra for brick work with common burnt clay brick/cement concrete brick in super structure above plinth level upto floor five level
FILLING AVAILABLE EXCAVATED EARTH IN TRENCHES , PLINTH, SIDES OF FOUNDATION LAYERS NOT EXCEEDING 20 CM IN DEPT , CONSOLODATING EACH LAYER BT RAMMING AND WATERING
Centring and Shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns.
Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams,girders, bressumers and centilevers.
Centring and Shuttering including strutting, propping etc and removal of form work Suspended floors, roofs, landings, balconies and access platform
Centring and Shuttering including strutting, propping etc and removal of form work for Edges of slabs and breaks in floors and walls.Under 20cms wide
12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
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 ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)Powder coated aluminum (minimum thickness of powder coated 50 microns)
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)Powder coated aluminum (minimum thickness of powder coated 50 microns)
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.)With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
Providing and fixing Anodized aluminum grill (Anodized transparent or dyed to required shade according to IS: 1868 minimum anodic coating of Grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing windows frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved Anodized aluminum standard section around the opening, all complete as epr requirement and direction of Engineer-in-charge. (only weight of grill to be measured for payment)
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 : 250*10 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 : 150x10 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 handles
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 handles
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 oxidized M.S. casement stays (straight peg type) with necessary screws etc. complete.200 mm weighing not less than 120 gms
Providing and installation of Ceiling Fan (Complete job).
Providing and fixing ISI marked 85 mm x 42 mm oxidized M.S. pull bolt lock conforming to IS: 7534 with necessary screws, bolts, nut and washers etc. complete
Painting with synthetic enamel paint of approved brand over a priming coat red oxide on new steel work two or more coats
Providing 15 mm cement plaster of mix 1:6 fine sand
6 mm cement plaster to celling of mix 1:3 fine sand
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 acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
Wiring for light points, fan point ,exhaust fan point,call bell pointwith 1.5sqm FRLS PVC insulated copper conductor single core cablesin surface/recessed medium class PVC conduit,with piano typeswitch phenolic laminated sheets,suitable size MS bOx with earthing the pointswith 1.5sqm FRLS PVC insulated copper conducted single core cables etc.
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.110 mm diametre
Making khurras 45x45 cm with average minimum thickness of 5 cm cement 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 a coat of neat cement, rounding the edges and making and finishing the outlet 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
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.
Carriage of material with in avg. Lead from source to site of work Stone Agg.size 40mm and above 10 KM by M.T
Carriage of material with in avg. Lead from source to site of work Stone Agg.size 40mm below 10 KM by M.T
Carriage of material with in avg. Lead from source to site of work Sand Agg./fine particles 10 KM by M.T
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