Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2024
Closing DateCancelled
Tender Amount₹ 31,58,240
Costs
EMD
₹ 64,000Document Cost
₹ 910Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_913201_4Tender No
SM/(E-TENDER CELL)/2024/501 DATED-05.03.2024Tender 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
BOQ Items
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Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only. (SOR-251a)
745.76
70847
95
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-281)
149.14
867994
5820
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M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-305a
300.26
1486287
4950
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-18/13.4.2/ AR)
1125.68
185523
164.81
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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. (UPPWD/SOR-2020/279(a))
47.22
330540
7000
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Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 using batching mix plant transit mixture and manual placing (MORTH-9.06E/Case-II)
1.55
12468
8043.96
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete AR-(Sail Steel)
182.51
16860
92.38
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SEWER
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-
-
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Making connection of drain or sewer line with existing manhole including breaking into & making good the walls, floors with cement concrete 1:2:4 (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 & making necessary channels for the drain etc. complete:
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-
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For pipes 100 to 250 mm dia (DSR-18/19.21.1/ AR)
1
383
383.69
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Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only.
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-
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0.00 TO 1.50 M (SOR-251a)
97.23
9236
95
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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. (AR/GNIDA)
-
-
-
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250mm dia NP-3 concrete cradle
87
29165
335.23
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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. (SOR/DSR-2018)
-
-
-
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250 mm dia NP-3 pipe
87
28971
333.01
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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (SOR/DSR-2018)
-
-
-
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250 mm dia NP-3 pipe
87
12548
144.24
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Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm 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 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design:
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-
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0.91m deep with S.F.R.C. 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
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-
-
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With bricks of class designation-150 (DSR-18/19.9.1.1/ AR)
1
9539
9539.27
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 150 (DSR- 18/19.10.1/SOR
-
-
-
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150mm dia NP-2 Pipe
1
4890
4890.07
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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. (AR/GNIDA)
-
-
-
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150mm dia NP-2 concrete cradle
3
712
237.5
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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. (SOR/DSR-2018)
-
-
-
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150 mm dia NP-2 pipe
3
625
208.63
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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (SOR/DSR-2018)
-
-
-
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150 mm dia NP-2 pipe
3
227
75.83
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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 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including 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 (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 bricks of class designation-150 (DSR-2018/18.33.1/AR)
1
6723
6723.2
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Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS: 1786 having cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread DSR-18/AR
16
4934
308.4
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Labour Cess will be paid extra as per applicable
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-
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GST will be paid extra as per applicable
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