New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date9 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 1,00,38,572
Costs
EMD
₹ 2,37,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Summary
Annual Maintenance Work (m/o Park/green Belt In Sector-52, 53 And 51 Under Horticulture Division-ii Area For One Year Civil Work Maintenance) Noida.
Description
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Contact
Tender Id
2025_NOIDA_991736_1Tender No
70/D(H)/DD(H)-II/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
BOQ Items
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.8) AOR
339.33
5746
1950088.79
... More
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) (DSR Code No.-4.1.3) AOR
25.34
6753
171132.42
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (DSR Code.No-4.1.2) AOR
44.1
7102
313200.85
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-18/ Item Code.No-5.9.1) AOR
294
181
53402.16
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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR Code No.-5.9.3) AOR
182.1
385
70232.33
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (DSR Code No.-5.22.3) AOR
2180.08
65
141748.8
... More
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). (DSR Code No.-5.3) AOR
25.57
8444
215923.56
... More
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (DSR Code No.-5.37) AOR. All works upto plinth level (DSR Code No.-5.37.1) AOR
6.3
7912
49847.49
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR Code No.-6.1.1) AOR
15.57
5295
82455.29
... More
Brick work with common burnt clay F.P.S. bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1 : 4 (1 Cement : 4 C. Sand). (DSR Code No.-6.4.1) AOR
76.34
6276
479184.65
... More
Steel work welded in built up sections/framed work i/c 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 Code No.-10.25.2) AOR
3140.28
92
289973.46
... More
Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm 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 per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). (DSR-18/ Item Code No.-13.72) AOR
724.53
556
403121.25
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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 Code.No-13.73.1) AOR
904.5
33
29857.55
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40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. : Red sand stone. (DSR Code.No-11.29.1) AOR
1161.8
733
852656.64
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to thr required line and cuvature jointed with cement mortar 1 : 3 (1 Cement : 3 C. Sand) i/c making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) i/c making drainage opening wherever required complete etc. as per direction of E/I (length of finished kerb eddeging shall be measured for pament). (Precast C. C. kerb stone shall be approved by Engineer-in-charge). (DSR Code.No-16.69) AOR
28.12
6920
194617.4
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR Code.No-13.61.1) AOR
1723.8
77
133508.31
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Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade, one or more coats on old work. (DSR Code.No-13.99) AOR
6086.88
50
308726.55
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12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR Code.No-13.4.1) AOR
1414.29
176
250004.04
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Neat cement punning. (DSR Code No.-13.18) AOR
992.25
39
38826.74
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Clearing jungle including uprooting of rank vegetation, grass, push wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. SOR I no- 259(i)
394.05
3
1221.56
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR-18/ Item Code No.-16.68) AOR
92
701
64542.6
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/ Item Code No.-16.83) AOR
92
50
4600
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes (DSR Code No.-10.16.3) AOR
352.84
93
33015.24
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR Code No.-16.53) AOR
225
232
52344
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR Code No.-15.2.2) AOR
20.27
569
11538.7
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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 - incharge (DSR Code No.-15.3) AOR
26.56
1347
35780.57
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DSR Code No.-15.56) AOR
114.3
20
2339.72
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm (DSR Code No.-15.23.1) AOR
198.4
28
5711.94
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Providing and fixing precast m-25 grade cement concrete railing factory made using the latest vibro compaction technique accurately and providing approciate reinforcement with circular spacers etc. complete as per direction of engineer incharge cement concrete for fixing of railing to be paid separately AOR
905
888
803929.6
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement (DSR Code No.-11.20.3) AOR
2838
695
1973772.24
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm (DSR Code No.-8.2.2.2) AOR
124.81
3106
387737.24
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Providing edge moulding to 18 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-inCharge. Granite work (DSR Code No.-8.3.2) AOR
92.8
237
22085.47
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Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) and finished neat complete (DSR Code No.-12.20) AOR
88.31
423
37409
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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-incharge. In cement mortar (DSR Code No.-15.7.4) AOR
5.25
779
4093.74
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Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR Code No.-13.46.1) AOR
1414.29
117
166674.08
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the Wall surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : With cement mortar 1:4 (1 cement: 4 Fine sand) (DSR Code No.-14.1.1) AOR
114.3
247
28313.25
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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 Code No.-15.60) AOR
83.35
120
10047.84
... More
Providing wall putty on old surface with approved quality material of Berger/J.K/birla or Similar make 2 Coats. SOR I No-662
422.04
53
22368.12
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Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. (DSR Code No.-11.3.1) AOR
13.42
400
5372.83
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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 (DSR Code No.-11.26.1) AOR
57.48
1099
63219.95
... More
Supplying at site R.C.C. Standards post/ struts/rails/pales of mix 1:1.5:3 (1 cement: 1.5 coarsesand: 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to he naid sanarately) (DSR Code No.-16.15.1) AOR
10.3
20727
213496.75
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire (DSR Code No.-16.17.1) AOR
4459
8
39194.61
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