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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.8 LAdmitted-Finance | -53.00% | ₹21.8 L | L1 | Admitted-Finance |
| 2 | L2₹22.3 LAdmitted-Finance | -51.80% | ₹22.3 L | L2 | Admitted-Finance |
| 3 | L3₹22.5 LAdmitted-Finance 280 B NIZAMUDDINPURA POWER HOUSE ROAD MAU | MAU | MAU | UTTAR PRADESH | -51.35% | ₹22.5 L | L3 | Admitted-Finance |
| 4 | L4₹22.9 LAdmitted-Finance | -50.66% | ₹22.9 L | L4 | Admitted-Finance |
| 5 | L5₹23.4 LAdmitted-Finance | -49.51% | ₹23.4 L | L5 | Admitted-Finance |
Tender Value
₹46.3 L
EMD Value
₹93,000
Closing Date
10 Dec 2025, 5:00 pmClosed
DGM-CIVIL
MAIN ADMINISTRATIVE BUILDING , SECTOR-6, NOIDA
M/o Building (Repair of Painting Distempering Kota Stone and Other Miscllaneous work in Community Center Sector-99) Noida
2025_NOIDA_1093661_1
24/NOIDA/DyGM/SM-WC-03/2025-26
Open Tender
Civil Works - Others
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,124
NOIDA
₹93,000
6 Mar 2026
25 Nov 2025
11 Dec 2025
25 Nov 2025
10 Dec 2025
25 Nov 2025
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Item No. 15.3
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar Item No. 15.7.4
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exccding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge(CR)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. . DSR-18/I.No-15.60
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)Item No. 4.1.8
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) Item No. 6.4.1
12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222)
Neat cement punning ( DSR- 18/ I- 13.18 )
Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers,under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement /Sqm top layer 15mm cement plater 1:1/2:2 (1 cement: 1/2 C sand: 2 stone chipping 10mm N.S.) in panels with groove all around as per approved pattern i/c scrubbing and washing the top layer with brusshes and water to expose the stone chipping complete as per. DSR 18/I.No. 13.72/P-228
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove. DSR 18/I.No. 13.73.1/P-228
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) DAR Code:4.1.3
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns Item No. 5.9.1
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 : Suspended floors, roofs, landings, balconies and access platform Item No. 5.9.3
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. Item No. 5.9.5
Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges Item No. 5.9.19
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. Item No. 14.72
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) Item No. 5.2.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Item No. 5.3
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 Item No. .5.22.6/P-99
Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats. (SOR)
Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undercorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of paris or approved synthetic materials and sand papered smooth including supply of all materials labour Tools & plants etc required for proper completion of the work.SOR I.NO. 15.09 649
Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. One or more coat on old work. DSR-18/I.No. 14.54.1/ P-242
Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227)
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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR 18/I.No. 8.31/P-177
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. DSR 18/I.No. 11.38/P-
Renewing glass panes and refixing existing wooden filets: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/m) Item No. 14.7.1
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :25 mm thick Item No. 27
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work. 25 mm nominal outer dia. Pipes. I.No: 18.8.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 15 mm nominal outer dia Pipes I.No: 18.8.1
Providing and fixing wash basin with C.I. brackets, 15 mm 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 require: White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar tapswith elbow including operated levers I.No: 17.7.8
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. DSR-18/I.No 18.48
P/F uplasticsed PVC connection pipe with brass unions : 45cm length 15mm nominal bore. DSR I.No:18.21.2.1
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. DSR 18/I.No. 17.1.1/P-287
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mmflush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. DSR-2018/I.No:17.2.1
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. I.No: 18.8.3
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore. DSR 18/I.No. 18.49.1/P-300
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore. DSR 18/I.No. 18.53.1/P-301
Providing and fixing gun metel gate valve with C.I wheel of approved quality ( screwed end ) 32mm nominal bore . I.No: 18.17.1
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White. DSR 18/I.No. 17.18.1
Providing and fixing on wall face unplasticised Rigid PVC Module Fittings for 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 Single T With Door 110x110x100 ,I.No. 12.42.3.2
Providing and fixing on wall face unplasticised - PVC moulded fittings/rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 I.No: 7.50
Providing and fixing ISI marked flush door shutters decorative type, core of block board construction with 3mm Ply veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. DSR 18/I.No. 9.20.1/P-151
Providing and fixing aluminium sliding door bolts, ISI marked anodised (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 I.No: 9.96.1
Providing and fixing aluminium tower bolts, ISI marked, anodised (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 I.No: 9.97.3
Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm I.No: 9.92.1
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (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. I.No: 9.101.2
Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) I.No: 13.50.1
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. DSR 2018/I.No. 10.25.2./P-179
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 I.No: 9.48.1
Providing and laying integral cement based water proofing treatment in
cluding prepration of surface as required for treatment of roofs balconies terraces etc consisting of following operations with average thickness of 120 mm and minimum thickness at khurra as 65 mm 22.7.1
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. I.No:16.93
Providing and fixing 20 mm thick for kitchen platforms etc over 20mm CM 1:4 Granite I.No: 8.2.2.2
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. I.No: 12.22
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase I.No: 12.21.1
Providing and fixing on wall face unplasticised - 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. 75 mm Diameter I.No: 12.41.1
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