Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Drainage Work
Pipe Line Project
Eprocure
Opening Date7 Jun 2024
Closing Date21 Jun 2024
Tender Amount₹ 12,40,56,880
Costs
EMD
₹ 24,82,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Maintenance Work Of Internal And External Sewerage System For 3 Years In Zone-3 Sector And Villages Including All Villages 4/6/10
Description
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Contact
Tender Id
2024_GNIDA_926271_13Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/513 DATED- 05.06.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
Desilting and taking out of debris/ silt rubbish etc. from sewer line /sewer manhole/covered drain/covered sump
20505.46
57799765
2818.75
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
Circular shape 560 mm internal dia EHD-35 (DSR-18/19.19.4.1/SOR-20Based)
2343
3860022
1647.47
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
Circular shape 560 mm internal dia EHD-20 (DSR-18/19.19.4.1/SOR-20Based)
4686
6141659
1310.64
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR -18/15.2.1/ Based on SOR)
421.77
389470
923.42
Carriage/disposal of earth/malba…5KM (SOR-20/Chap-3/p-9-13)
421.77
61662
146.2
M-150 brick work in 1:6 cement & coarse sand of 2.20F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR-20/Chap-6/305(a)/P-19)
404.19
2000740
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
13180.22
2172232
164.81
Cement concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (SOR-20/Chap-5/279(a)/P-17-18)
46.86
328020
7000
RCC Grade M-25 using batching plant transit mixture and manual placing M-25 (MORTH-20 Item 15.11 SOR-20 Based
293.19
2358408
8043.96
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into treanches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30m from the foudation trenches. (where machine not reach/remove) SOR-20/Chap-4/P-14)
-
-
-
Depth from 0.0 to 1.5M below B.G.L.
38389.5
3647002
95
Depth from 1.5 to 3.00 M below B.G.L.
30317.27
3334899
110
Depth from 3.00 to 4.50 M below B.G.L.
22245.03
2780628
125
Depth from 4.50 to 60 M below B.G.L.
12597.8
1763692
140
Close timbering in case of shaft, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc complete. (Measurment to be taken of the face area timbered).
-
-
-
Depth not exceeding 1.5m (DSR-18/2.16.1)
1500
162315
108.21
Depth exceeding 1.50m but not exceeding 3.00m (DSR-18/2.16.2)
1500
171345
114.23
Depth exceeding 4.00m but not exceeding 4.50m (DSR-18/2.16.3)
1500
191880
127.92
Supply of ISI marked RCC s&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings, (AR/GNIDA)
-
-
-
250mm dia NP-3 pipe AR
9262.98
3084664
333.01
for 300mm dia NP-3 Pipe
300
147852
492.84
for 400mm dia NP-3 pipe
300
349671
1165.57
for 450mm dia NP-3 pipe
300
404319
1347.73
for 500mm dia NP-3 pipe
300
423594
1411.98
for 600mm dia NP-3 pipe
300
519126
1730.42
Laying and carting of above dia RCC hume pipe S&S NP-3 class & specials in site of work, lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar incoarse sand including excavation of earth below level of pipe. (GNIDA/AR)
-
-
-
250mm dia NP-3 pipe AR
9262.98
1257912
135.8
for 300mm dia NP-3 Pipe
300
42429
141.43
for 400mm dia NP-3 pipe
300
72243
240.81
for 450mm dia NP-3 Pipe
300
80292
267.64
for 500mm dia NP-3 pipe
300
81045
270.15
for 600mm dia NP-3 pipe
300
88299
294.33
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR)
-
-
-
250mm dia NP-3 pipe AR
9262.98
3105228
335.23
for 300mm dia NP-3 Pipe
300
142998
476.66
for 400mm dia NP-3 pipe
300
217725
725.75
for 450mm dia NP-3 Pipe
300
257535
858.45
for 500mm dia NP-3 pipe
300
299220
997.4
for 600mm dia NP-3 pipe
300
402279
1340.93
Supply of alll materials, labour and T&P and constructing circular manholes of following sizes as per type design and drawing.
Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coad of neat cement foundation concrete, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design :
-
-
-
1:22m deep with SFRC cover and frame (heavy duty HD-20 grade designation 560mm internal dia meter conforming to IS 12592 Total weight of cover and frame not less tham 182kg fixed in cement concrete 1:2:4 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size) including centring shuttering, supply and fixing poly propelene foot rest & excluding excavation all complete DSR-18/19-11.1.1/P-352
308
5625475
18264.53
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.67 m :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DAR-18/19.12.1.1/P-353)
308.77
1947310
6306.67
Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type design and drawing
-
-
-
Constructing bricks masonary circular type manhole 1.52m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1cement : 4 coarse sand ) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3( 1cement: 3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8(1cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4( 1cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design.
-
-
-
1.52m deep with SFRC cover and frame ( heavy duty HD - 20 grade designation) 560mm internal dia meter conforming to IS 12592 Total weight of cover and frame not less than 182 kg fixed in cement concrete 1:2:4( 1cement : 2coarse sand :4 graded stone aggregate 20mm nominal size) including centring shuttering, supply and fixing poly propelene foot rest & excluding excavation all complete. (DSR-18/19-11.1.1/P-352)
50
1925118
38502.36
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DAR-18/19.14.1.1/P-353)
50
746650
14933
Excavation in foundation in ordimnary soil ( Loam, clay or sand) including lift upto 1.50m and lead upto 30.0m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30m from the foundation trenches (where machine not reach/remove)
-
-
-
0.00 to 1.50m Below (SOR-20/Chap-4/P-14)
1756.01
166820
95
Providing/Laying following size of Finolex makes PVC pipes 6kg/cm2 with required PVC Standard specials confirming to IS code with lates amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making upto length and making joints i/c cost of socket, plastochem PV-85 pve solvent cement complete. PVC pipe must be confirming to IS: 4985-2000 with latest amendment. Make-Finolex industries ltd/ Kishan/ Supreme Industries Ltd.
-
-
-
160mm dia with coupler @ 6kg/cm2 pressure with i/c all PVC standard Specials.
Noida/AR/NSI-1.3.04
2811
1533765
545.63
Constructing masonry chamber 60x60x75cm. Inside with 150 class designation bricks work in cement mortar 1:4(1 cement:4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter,160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design and Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making food the walls and 100 mm outlet.(i) sand cast iron S&S as per IS:3989. (DSR-18/18.33.1/SOR-20Based)
936
6376247
6812.23
Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in- charge. (DAR-18/14.76 based on SOR-20)
9373
394697
42.11
Providing and fixing chain lid M25 precast rcc cover for chamber size 1.06mx1.06mx0.15m (Based on DSR-18/18.33.1/SOR-20Based)
937
2346294
2504.05
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 mmx25 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 manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR-18/19.16/P-353)
3588
1106539
308.4
Supply and installation of Following dia steel pipe 10 mm thick confirming to IS:3589 through trenchless. Excavation of thrust pit and receiving pit of required size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring methode. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope.
-
-
-
for 400mm dia MS Pipe (NOIDA/AR)
100
1555803
15558.03
for 600mm dia MS Pipe (NOIDA/AR)
100
2178571
21785.71
P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of MS pipe thickness etc complete in all respects as per direction of E/I. (NOIDA/AR)
200
13410
67.05
Add labour cess will be paid extra as per applicable
-
-
-
GST will be paid extra as per applicable
-
-
-
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