New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Eprocure
Opening Date29 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 1,21,42,108
Costs
EMD
₹ 2,85,600Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NOIDA_941960_1Bid Award Id
ViewTender No
28/D(H)/DD(H)-I/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
BOQ Items
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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
299.85
1723201
5746.88
... 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
31.74
214354
6753.45
... 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
59.22
420583
7102.06
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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
394.8
71711
181.64
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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
278.49
107408
385.68
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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
3005.25
195401
65.02
... 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
39.41
332794
8444.41
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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
9.33
73821
7912.3
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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
23.06
122120
5295.78
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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
116.13
728945
6276.98
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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
2293.46
211778
92.34
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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
1104.54
614555
556.39
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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
1225.8
40463
33.01
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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
1624.4
1192163
733.91
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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
75.8
524608
6920.96
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Supplying and stacking at site. Moorum. (DSR Code No.-16.3.10) AOR
262.27
714531
2724.41
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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
1133
87750
77.45
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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
5295.88
268607
50.72
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12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR Code.No-13.4.1) AOR
1404.88
248340
176.77
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Neat cement punning. (DSR Code No.-13.18) AOR
560.79
21943
39.13
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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)
1143.53
3544
3.1
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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
129
90499
701.55
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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
129
6450
50
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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
705.68
66030
93.57
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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
334.5
77818
232.64
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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
27.94
15904
569.25
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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
43.24
58251
1347.16
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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
209.79
4294
20.47
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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
279.4
8043
28.79
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Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (DSR-18/ Item Code No.-22.22) AOR
176.63
59374
336.15
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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
627
556976
888.32
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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
1538.48
1069982
695.48
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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
149.65
464905
3106.62
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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
139.2
33128
237.99
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supply and fixing garden benches of standard quality in cast iron frame with wrought iron strips 11 nos rectangular MS pipe of 70x25mm on seat and back of size 5 foot length and 2 foot 6 inches height and sheet depth 15 to 18 inches approximate with weight of 90 kg approx. embedded with hold fast in CC block 6"x6"x9" duly painted & as per approved design i/c cartage loading unloading etc. complete in all respects. AOR
20
270000
13500
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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
132.47
56115
423.61
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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
10.4
8109
779.76
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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
1404.88
165565
117.85
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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
209.79
51967
247.71
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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
130.5
15731
120.55
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Providing wall putty on new surface with approved quality material of Berger/J.K/birla or Similar make 2 Coats. SOR I No-662
844.09
53177
63
... More
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC 67-2001 in silver white with blue colour back ground and with hig intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same (DSR Code No.-16.60.1) AOR
12
54568
4547.4
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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
27.94
11186
400.36
... More
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR Code No.-10.28) AOR
393.34
180849
459.78
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wall lining butch work upto 10m height with dholpur stone 40mm thick rough facing on the exposed surface with stone strips of minimum length 300mm and required width including enbdding every tenth layer and bottom most layer in masonary or concrete after making ncessary chases of size 75x75mm and by providing layer of 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand )i/c ruled pointing in cement mortar 1:2 (1 white cement:2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of engineer in charge (DSR Code No.-8.17) AOR
104.92
192789
1837.49
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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
55.96
61548
1099.86
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S/o Tractor with trolly Complete at side on hire Basis including cost of Diesel an Driver etc. Complete in All respect as per Directio E/I. AOR
30
55740
1858
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S/o Labour Complete at site on Etc. in all respect as per directio E/I. AOR
20
7898
394.9
... More
Supply of JCB complete at site on hire basis including cost of diesel and driver etc.complete in all respect as per direction of engineer in charge. AOR
20
162610
8130.5
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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
13.59
281691
20727.84
... More
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
5969
52467
8.79
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