Greater Noida Industrial Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Jul 2024
Closing Date7 Aug 2024
Tender Amount₹ 4,20,81,128
Costs
EMD
₹ 8,42,000Document Cost
₹ 5,980Tender 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
2024_GNIDA_940406_4Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/521 DATED-22.07.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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)
-
-
-
350mm dia NP-3 pipe SOR-20 Based
40
38542
963.56
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
40
8814
220.36
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
40
24252
606.3
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
2
77004
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 DSR-18/19.14.1/P-352
1.4
20906
14933
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 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. DSR-18/19.16.1/P-353
20
6168
308.4
Supply and installation of Following dia steel pipe 10mm 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.
-
-
-
500mm dia MS Pipe
95
1817723
19133.93
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
5.52
27324
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
90
14832
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)
0.37
2590
7000
Part-B Ecotech-1 Ext in Zone-2
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
564.08
53587
95
1.50-3.00m B.G.L. SOR-20 Based
408.83
44971
110
3.00-4.50m B.G.L. SOR-20 Based
253.58
31697
125
4.50-6.00m B.G.L. SOR-20 Based
98.33
13766
140
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)
-
-
-
350mm dia NP-3 pipe SOR-20 Based
69
66485
963.56
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
69
15204
220.36
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
69
41834
606.3
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
2
77004
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 DSR-18/19.14.1/P-352
8.82
131709
14933
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 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. DSR-18/19.16.1/P-353
44
13569
308.4
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
1.84
9108
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
123
20271
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)
0.09
630
7000
Part-C Sewer linePlot No 44 in Sector Ecotech-2 in Zone-2
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
4430.63
420909
95
1.50-3.00m B.G.L. SOR-20 Based
3474.38
382181
110
3.00 to 4.50m B.G.L. SOR-20 Based
2518.13
314766
125
4.50 to 6.00m B.G.L. SOR-20 Based
1561.88
218663
140
6.00 to 7.50m B.G.L. SOR-20 Based
282.63
43807
155
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)
-
-
-
350mm dia NP-3 pipe SOR-20 Based
425
409513
963.56
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
425
93653
220.36
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
-
-
-
350mm dia NP-3 pipe SOR-20 Based
425
257677
606.3
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
14
539033
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 DSR-18/19.14.1/P-352
61.74
921963
14933
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 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. DSR-18/19.16.1/P-353
308
94987
308.4
Supply and installation of Following dia steel pipe 10mm 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.
-
-
-
350mm dia MS Pipe
60
828750
13812.5
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
2.76
13662
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
685
112894
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)
0.18
1260
7000
Part-D Sewer line Along DMIC Road connecting MU-Flat Zone-2
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
2389.5
227002
95
1.50-3.00m B.G.L. SOR-20 Based
1782
196020
110
3.00 to 4.50m B.G.L. SOR-20 Based
1174.5
146812
125
4.50 to 6.00m B.G.L. SOR-20 Based
327.6
45864
140
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)
-
-
-
800mm dia NP-3 pipe SOR-20 Based
270
858416
3179.32
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
-
-
-
800mm dia NP-3 pipe SOR-20 Based
270
96481
357.34
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
-
-
-
800mm dia NP-3 pipe SOR-20 Based
270
601101
2226.3
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
9
346521
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 DSR-18/19.14.1/P-352
42.39
633009
14933
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 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. DSR-18/19.16.1/P-353
207
63838
308.4
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
441
72681
164.81
Part-E Sewer line Near Bisrakh Sector-1 Zone-3
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
3960
376200
95
1.50-3.00m B.G.L. SOR-20 Based
2970
326700
110
3.00 to 4.50m B.G.L. SOR-20 Based
1980
247500
125
4.50 to 6.00m B.G.L. SOR-20 Based
792
110880
140
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)
-
-
-
900mm dia NP-3 pipe SOR-20 Based
440
1649080
3747.91
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
-
-
-
900mm dia NP-3 pipe SOR-20 Based
440
195162
443.55
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
-
-
-
900mm dia NP-3 pipe SOR-20 Based
440
1201015
2729.58
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
15
577535
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 DSR-18/19.14.1/P-352
51.15
763822
14933
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 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. DSR-18/19.16.1/P-353
345
106398
308.4
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
6
4180
696.75
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
598.5
98638
164.81
Part-F Sewer line Near Hanuman Mandir & Milak Lachchi Sector 2, Zone-3
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
4498.5
427357
95
1.50-3.00m B.G.L. SOR-20 Based
3306
363660
110
3.00 to 4.50m B.G.L. SOR-20 Based
2029
253625
125
4.50 to 6.00m B.G.L. SOR-20 Based
640
89600
140
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)
-
-
-
1100mm dia NP-3 pipe SOR-20 Based
400
2104624
5261.56
700mm dia NP-3 pipe SOR-20 Based
130
319798
2459.99
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
-
-
-
1100mm dia NP-3 pipe SOR-20 Based
400
266792
666.98
700mm dia NP-3 pipe SOR-20 Based
130
42744
328.8
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
-
-
-
1100mm dia NP-3 pipe SOR-20 Based
400
1584144
3960.36
700mm dia NP-3 pipe SOR-20 Based
130
234526
1804.05
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
18
693042
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 DSR-18/19.14.1/P-352
57.78
862828
14933
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 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. DSR-18/19.16.1/P-353
414
127677
308.4
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
6
4180
696.75
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
693
114213
164.81
Part-G Sewer line Between Sector 2 & 3 Zone-3
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
7125
676875
95
1.50-3.00m B.G.L. SOR-20 Based
4875
536250
110
3.00 to 4.50m B.G.L. SOR-20 Based
2625
328125
125
4.50 to 6.00m B.G.L. SOR-20 Based
715
100100
140
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)
-
-
-
500mm dia NP-3 pipe SOR-20 Based
1000
1411980
1411.98
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
-
-
-
500mm dia NP-3 pipe SOR-20 Based
1000
270150
270.15
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
-
-
-
500mm dia NP-3 pipe SOR-20 Based
1000
1131260
1131.26
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
33
1270577
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 DSR-18/19.14.1/P-352
89.43
1335458
14933
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 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. DSR-18/19.16.1/P-353
759
234075
308.4
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
6
4180
696.75
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
1155
190355
164.81
Part-H Sewer lineVillage Soorajpur Zone-5
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 of richer mix (I/C equivalent design mix) (DAR-18/15.2.1)
28.8
26594
923.42
Carriage/disposal of earth/material by mechanical transport including loading,unloading and stacking. (SOR-20/Chap-3/P-9-13).
-
-
-
Lead up to 1.0Km.
28.8
1296
45
Supply and installation of Following dia steel pipe 10mm 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.
-
-
-
600mm dia MS Pipe
88
1917151
21785.81
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
9.2
45540
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
80
13184
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)
7.2
50400
7000
Plain reinforced cement concrete in open foundation complete as per drawing and technical speckfiations RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/15.11)
21.6
173749
8043.97
Steel rfeinforcement for RCC work including straghtening cuttin bending placing in position and binding all complete
-
-
-
Thermo Mechanically treated bars of grade Fe-500D or more./Cold twisted bars (Sail Steel) (DSR-18/5.22.6/AR)
2095.18
193552
92.38
Part-I Sewer lineVillage Mubarakpur Zone-5
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 of richer mix (I/C equivalent design mix) (DAR-18/15.2.1)
15
13851
923.42
Carriage/disposal of earth/material by mechanical transport including loading,unloading and stacking. (SOR-20/Chap-3/P-9-13).
-
-
-
Lead up to 1.0Km.
15
675
45
Supply and installation of Following dia steel pipe 10mm 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.
-
-
-
600mm dia MS Pipe
34.5
751610
21785.81
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 350 to 450 mm diameter (DSR-18/19.21.3/SOR-20 Based)
2
1393
696.75
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
9.2
45540
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
80
13184
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)
7.2
50400
7000
Plain reinforced cement concrete in open foundation complete as per drawing and technical speckfiations RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/15.11)
18
144791
8043.97
Steel rfeinforcement for RCC work including straghtening cuttin bending placing in position and binding all complete
-
-
-
Thermo Mechanically treated bars of grade Fe-500D or more./Cold twisted bars (Sail Steel) (DSR-18/5.22.6/AR)
1745.98
161293
92.38
Part-J Sewerage System Near Khera Chauganpur Rotary & 24m wide road in Sector KP-5
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)
-
-
-
0.00-1.50m B.G.L. SOR-20 Based
2237.41
212553
95
1.50-3.00m B.G.L. SOR-20 Based
1885.48
207403
110
3.00 to 4.50m B.G.L. SOR-20 Based
1566.75
195843
125
4.50 to 6.00m B.G.L. SOR-20 Based
1497.53
209653
140
6.00 to 7.50m B.G.L. SOR-20 Based
2472.37
383216
155
7.50 to 9.00m B.G.L. SOR-20 Based
701.66
119282
170
9.00 to 10.50m B.G.L. SOR-20 Based
443.68
82081
185
10.50 to 12.00m B.G.L. SOR-20 Based
116.25
23249
200
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)
-
-
-
450mm dia NP-3 pipe SOR-20 Based
60
80863
1347.73
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
-
-
-
450mm dia NP-3 pipe SOR-20 Based
60
16058
267.64
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. SOR-20 Based
2.58
18060
7000
Supply and installation of Following dia steel pipe 10mm 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.
-
-
-
450mm dia NP-3 pipe SOR-20 Based
50.1
871381
17392.85
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
1
38502
38502.36
Part-K Construction of 1 No Sump with submersible sewage pump for for diviersion of Sewage from sewer main line near chouganpur market to sector Ecotech-3
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-in-charge.. In cement mortar (DAR-18/15.7.4)
1.61
1255
779.76
M-150 brick work in 1:6 cement and coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work.
SOR-20/Chap-6/305(a)/P-19
4.46
22077
4950
12mm cement plaster of mix:
1:6 (1 cement :6 coarse sand) (DSR-2018/13.4.2/SOR-20/Based)
24.02
3958
164.81
Plain reinforced cement concrete in open foundation complete as per drawing and technical speckfiations RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/15.11)
0.3
2413
8043.97
Steel rfeinforcement for RCC work including straghtening cuttin bending placing in position and binding all complete
-
-
-
Thermo Mechanically treated bars of grade Fe-500D or more./Cold twisted bars (Sail Steel) (DSR-18/5.22.6/AR)
25.9
2392
92.38
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
3238.99
286683
88.51
Distempering (First Coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to given and even shade over and including an priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour,Tools & plants etc, required for proper completion of the work. (SOR-20/15.9/649)
13.7
685
50
Painting or varnishing with vasisper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previosly painted surface inclucing supply of all materials, labour, tools & paint etc. Required for proper completion of the work. Paint to be used should comfirm ISI No 105/106/133-1950, As in item no 647 above but for every subsequent coat on previously treated surface (SOR/647-648)
20.49
1516
74
Supply, Installation, testing and fixing Sewage submersible pump including ss 410 Guide pipe and Chain link, Cable & Pannel.
A). Capacity 59 LPS
B). Total head 10 mtr. C). Speed 960 rpm
D). Size of solid passable 100mm E). Deliver size 200mm F). Material of pump i). Casing 2% NI-CI
ii). Impeller CF 8M
iii). Shaft SS 410
(GeM approved rate)
1
430460
430460
Supply and installation of 200mm dia steel pipe 10mm thick confirming to IS:3589 through trenchless. Excavation of thrust pit and receivign pit of required size and the excavation & filling back & compaction completel 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.
-
-
-
200mm dia ms Pipe (Noida)
80
630000
7875
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 250 mm diameter (DSR-18/19.21.1/SOR-20 Based)
1
383
383.69
Generator 100/125KVA (DAR/18/0070)
4380
1271820
290.37
Pump Operator (GNIDA)
730
516745
707.87
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)
740.25
70323
95
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
250 mm dia Ductile Iron Class K-9 pipes (DSR-18/18.72.4)
470
1536796
3269.78
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
-
-
-
100 mm dia (DSR-18/18.59.3)
2
8998
4499.22
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 : 4 graded stone aggregate 20 mm nominal size) (SOR-20)
4.32
30240
7000
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
12.96
2144
165.5
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 1.52 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 (1cement : 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 :
-
-
-
2.30 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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR-18/19-13.1.1/P-352
1
38502
38502.36
NOTE:- Labour Cess and GST will be paid extra as per govt. orders
-
-
-
GST will be paid extra as per applicable
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements