New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 48,98,265.96
Costs
EMD
₹ 92,000Document Cost
₹ 2,124Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NOIDA_1025770_1Tender No
66/SM(JAL)-III/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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a) 560mm dia. EHD-35
190
1935
367705.1
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C/Fixing in position pre-cast RCC manhole cover with and frame of required shape and approved quality. Circular shape 560 mm internal diameter i/c carriage of manhole cover cement concrete 1:2:4 (1 Cement: 2C.Sand: 4 Graded Stone Agg.20 mm. N.S.) 0.15 cm height for fixing cover frame around manhole cover. (Old cover frames available at site)
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a) 560mm dia.Heavy Duty old cover frame
225
331
74637
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M-150 Brick work in 1:4 one cement & 4 coarse sand of 2.20 F.M. motar in foundation and plint including supply of all materials. Labour and T&P etc. required for proper completion of the work.
43
5841
251163
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12mm. Cement plaster of mix 1:4 (1 Cement : 4 fine.Sand)
383
208
79889.97
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Hiring of portable Re-Cycler jetting cum suction machine mounted on Mahindra Bolero Maxi with Hydraulically operated manhole De-Silter upto depth of 15 meters with driver for the area of NOIDA. as directed by Engineer incharge for 8.5 Hours per day overtime will be paid on pro-rate basis pressure 3000 PSI (min.) with 15 meters suction head and jetting water capacity of 2000 liters. (C.N.G. / Diesel rate shall be paid as per Govt. rate in (U.P.) (For Estimate Only)
80
3732
298560
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Earth work in excavation by mecanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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. All kind of soil.
947
160
151974.56
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Reparing of existing PVC water line I/c bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of excavation filling and PVC pipe)
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a) 90 mm dia.
25
2027
50680
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b) 110 mm dia.
20
2165
43314
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c) 140 mm dia.
22
2662
58568.4
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d) 160 mm dia.
18
2938
52885.8
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e) 200 mm dia.
22
3977
87509.4
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Supply of PVC pipe 6Kg/cm2 pressure with required PVC standard special 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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a) 90 mm dia with coupler @ 6 Kgf/Cm2 Pressure
39.2
178
6977.6
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b) 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure
30.9
257
7941.3
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c) 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure
34.3
440
15109.15
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d) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure
27.5
548
15075.5
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e) 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure
33.7
906
30532.2
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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.
1497
75
112424.7
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Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets and dressing of sides ramming of bottoms, depth upto 1.5m i/c getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. All kinds of soil. 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.
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a) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.
200
216
43334
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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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110 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials
50
298
14910
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140 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials
50
492
24645
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160 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials
50
611
30555
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200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials
50
996
49805
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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.
45
214
9645.3
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Cemnet concrete with 4 cm gauge approved 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.
145
6867
995802
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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).
145
7969
1155515.15
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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 NP-2
125
1025
128200
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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. (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.
7
11409
79869.16
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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
1.5
5766
8649.68
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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.
2
21675
43351.1
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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.
1.5
7441
11162.81
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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.
947
109
103923.78
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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 :
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For Pipes 250 to 300 mm dia.
8
449
3598.72
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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.
45
377
16998.75
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