New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Eprocure
Opening Date21 Jan 2025
Closing Date3 Feb 2025
Tender Amount₹ 30,46,234
Costs
EMD
₹ 61,000Document Cost
₹ 2,124Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_NOIDA_994467_1Tender No
52/SM(JAL)-III/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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BOQ Items
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1.50 to 3.00 m depth
1290
18
24045.6
... More
Centring and shuttering i/c strutting, propping etc. and removal of form for all heights.
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a) Foundation, footings, bases of columns etc. for mass concrete.
196
214
42010.64
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Cemnet concrete with 2 cm gauge approved stone grit instead of 4 cm. gauge stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work.
78
6867
535672.8
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P/L Non-Pressure NP-3 class RCC Spigot Socket pipe confirming to IS : 458 : 2003 with latest amendment laying in ture aligment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect.
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a) 300 mm dia
430
1025
441008
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nomonal size.) finished with a floating coat of neat cement all complete as per standard design.0.91 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c centering shuttering all complete.
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Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 100.
10
11409
114098.8
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 100
5
5766
28832.25
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
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(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 100.
20
21675
433511
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 2.30 m With common burnt clay F.P.S. (non modular) bricks of class designation 100.
10
7441
74418.7
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12 mm cement plaster of mix 1:4 (1 Cement : 4 coarse sand).
411
208
85730.49
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactrue's permanent identification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3 c.sand : 6 graded stone agg.20 mm n.s.) complete as per design.
160
377
60440
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 230 mm diameter.
10
449
4498.4
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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 & watering, lead upto 50 m and lift upto 1.5 m.
1711
109
187765.14
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P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same tranches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS : 4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/Supreme Industries Ltd (Rate as per comparative statement per Rm.)
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140 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials
430
492
211947
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S/F M.S. Special such Tee, Bends, collars, Tapers cap pieces pipes including flange ends as required painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per the direction of E/I.
540
75
40554
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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand(Zone-III) derived from natural souress : 4 graded ston aggregate 20 mm nominal derived from natural souress).
48
7969
382515.36
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