Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 2,66,30,619
Costs
EMD
₹ 5,33,000Document Cost
₹ 4,440Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_981719_12Tender No
SM/(E-TENDER CELL)/2024/542 DATED- 06.12.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Lead up to 1.0Km.
1831.06
45
82397.7
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Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material with in 50meters lead, (DAR/15.24)
78.87
499
39432.63
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Relaying dry brick kharanja on edge with M-150 mud mortar inclucing filling the joints with jamuna sand including all labout, T&P bricks available at site on a bed of 12mm etc. complete as per directed by Engineer-in-charge
342.93
139
47732.43
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with jamuna sand, (with common burnt clay) F.P.S (non modular) brick) complete. DSR-18/11.2
4920.58
571
2811373.38
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Cement concrete with 4cm gauge approved stone ballast. Coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
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-
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8: 4: 1 (1 cement : 4 coarse sand 8 graded stone aggregate 40mm nominal size) ( SOR 5.4.3)
592.61
5820
3448990.2
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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-20/15.12)
1341.4
8945
11999292.49
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Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR-18/16.46.1)
201.08
2
420.26
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Providing and laying 680mm thick ISI Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required coloured of M-40 and pattern over and including Averege 50mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge with Conforming to ISI-15658 & IRC:63 DSR-18/16.68/GNIDA
662.5
971
643685
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DRAIN WORK Earth work 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 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 the Engineer-in-charge upto a distance of 30M from the foundation trenches. (where machine can not reach/move). For building work only. (SOR 4.01/251A)
1023.61
95
97242.95
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Cement concrete with 4cm gauge approved stone ballast. Coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work.
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-
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8: 4: 1 (1 cement : 4 coarse sand 8 graded stone aggregate 40mm nominal size) ( SOR 5.4.3)
190.98
5820
1111503.6
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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
331.47
4950
1640776.5
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M-150 brick work in 1:4 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
121.58
5260
639510.8
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12mm thick cement plaster mix 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2)
1944.24
164
320430.19
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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)
29.13
7000
203910
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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)
40.66
8043
327067.82
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Steel rfeinforcement for RCC work including straghtening cuttin bending placing in position and binding all complete
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-
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Thermo Mechanically treated bars of grade Fe-500D or more./Cold twisted bars (Sail Steel) (DSR-18/5.22.6/AR)
3830.17
86
332152.34
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Water Line Earth work 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 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 the Engineer-in-charge upto a distance of 30M from the foundation trenches. (where machine can not reach/move). For building work only. (SOR 4.01/251A)
743.65
95
70646.75
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Providing, laying, jointing and testing of following dia rigid PVC pipe of 6Kg/cm2 working pressure (Finolex ring fit or equivalent make rigid PVC pipes as per IS 4485:2000) including all fittings & spacial, jointing material etc. for proper completion of the work.
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-
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90mm dia (OD) (Finolex ring fit)
1398.8
300
419695.95
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work)
-
-
-
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15 mm dia. nominal bore (DSR-18/18.10.1)
147.5
190
28044.18
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Providing and fixing G.I. Union in G.I. Pipe including cutting and threading the pipe and making long screws etc. complete (New work)
-
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-
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15 mm dia. nominal bore (DSR-18/18.46.1)
177
128
22746.27
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Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
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-
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15 mm nominal bore (DSR-18/18.20.1)
59
256
15117.57
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Sewer Line Earth work 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 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 the Engineer-in-charge upto a distance of 30M from the foundation trenches. (where machine can not reach/move). For building work only. (SOR 4.01/251A)
1389.7
95
132021.5
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Supply of ISI marked RCC NP-2 pipes of following size including loading, unloading at godown including all taxes and levies & rubber rings, (Market rate (AR/GNIDA)
-
-
-
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250mm dia NP-2 pipe SOR-20 Based
1271.5
290
369726.77
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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.
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-
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250mm dia NP-3 pipe
1243.25
335
416774.7
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Laying NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement: 2 fine send) including testing of jointes etc. complete. (AR/Market rate)
-
-
-
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250mm dia NP-3 Pipe
1271.5
144
183401.16
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Supply of ISI marked RCC NP-2 pipes of following size including loading, unloading at godown including all taxes and levies & rubber rings, (Market rate (AR/GNIDA)
-
-
-
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150mm dia NP-2 pipe SOR-20 Based
203.8
208
42518.79
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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-2 pipe of following diameter including centring shuttering but excluding excavation as per approved.
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-
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150mm dia NP-2 pipe
203.8
286
58386.66
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Laying NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement: 2 fine send) including testing of jointes etc. complete. (AR/Market rate)
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-
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150mm dia NP-3 Pipe
203.8
75
15454.15
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
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-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.33.1)
58
6723
389945.6
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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 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (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 :
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0.91 m deep with S.F.R.C. 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 (1cement : 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) :
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-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/19.9.1)
31
9539
295717.37
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Constructing brick masonry circular type 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 :
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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.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
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-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/19.11.1.1)
6
18264
109587.18
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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m : with bricks of class designation 100 (DSR-18/19.10.1)
10.85
4890
53057.26
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Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : with bricks of class designation 100 (DSR-18/19.12.1)
2
6306
12613.34
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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 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.
78
308
24055.2
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Distempering (First coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to five an oven shade over and including a 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. (SOR15.09/Code No649)
1024.8
50
51240
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Labour cess and GST will be paid extra as per Govt. orders.
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