Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 56,87,458
Costs
EMD
₹ 1,14,000Document Cost
₹ 1,750Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_957889_6Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/529 DATED-19.09.2024Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
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Documents
BOQ Items
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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.
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In mud morter (DSR-18/15.7.1/AR)
103.5
27635
267.01
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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.
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upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a)
3288.75
312431
95
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Depat 1.50 to 3.0m
2463.75
271012
110
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Supply of ISI marked RCC S&S NP-2 pipes of following Including carting, loading, unloading at gowodn Including all taxes and levies & rubber rings '(AR/GNIDA)
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350mm dia NP-2 Pipes
915
395829
432.6
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Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement morter in the proportion of 1:2 (1 cement 2 corse sand) including testing of joints etc. Complete '(AR/GNIDA)
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350 mm dia NP-2 Pipes
915
117211
128.1
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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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-
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350mm dia NP-2 Pipes concrete cradle
915
484492
529.5
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Supply of ISI marked RCC S&S NP-3 pipes of following Including carting, loading, unloading at gowodn Including all taxes and levies & rubber rings '(AR/GNIDA)
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450 mm dia NP-3 Pipes
210
305747
1455.94
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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement morter in the proportion of 1:2 (1 cement 2 corse sand) including testing of joints etc. Complete '(AR/GNIDA)
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450 mm dia NP-3 Pipes
210
56204
267.64
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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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450 mm dia NP-3 Pipes concrete cradle
210
180274
858.45
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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 :DSR/18/19.11.1.1
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1.68 m deep with SFRC Cover and frame (heavy duty HD 20 grade designation) 560 mm internal diameter conform ing 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 ce ment: 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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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (DSR-18/19.11.1.1)
8
146116
18264.53
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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 :DSR-18/19.11.1.1
3.2
20181
6306.67
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Constructing Dick masonry circular manmore
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 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement: 3 coarse sand: 6
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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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2.30 m deep with SFRC Cover and frame (heavy duty HD 20 grade designation) 560 mm internal diameter conform ing 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 ce ment: 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 The paid for separately):
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-18/19.13.1.1
36
1386084
38502.36
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m:
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-18/19.14.1
16.2
241914
14933
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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 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.DSR-18/19.16
336
103622
308.4
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Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with Jamuna sand (with M-150 bricks) complete.
DAR/11.2
794.5
453937
571.35
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8:4:1 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).SOR -281
79.45
462399
5820
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Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations CC Grade M25 using batching plant transit mixture and manual placing
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MORTH-9.06E/Case II
76.5
608321
7951.91
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Labour Cess and GST will be paid extra as per govt. orders
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