Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 18,96,461
Costs
EMD
₹ 38,000Document Cost
₹ 840Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_976982_1Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/539 DATED- 21.11.2024Tender 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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250mm NP 2 pipe
70.4
290
20470.91
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Laying of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.(GNIDA/AR)
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250mm NP 2 pipe
70.4
119
8436.74
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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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250 mm dia
70.4
319
22513.92
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 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 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.
7
9539
66774.89
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Providing and carting of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
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150 mm dia
28
208
5841.64
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Laying of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.
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150 mm dia
27.54
75
2088.35
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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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150 mm dia
27.54
237
6540.75
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation 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) 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: DSR-2018/18.33.1
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With F.P.S bricks of class designation 150
7
6723
47062.4
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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-16/19.16.1
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at a rate 3 for 900 mm dia
21
308
6476.4
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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 20 mm 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: DSR-2018/19.21.2
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for pipe 250 to 300 mm diameter
4
470
1883
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Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within. DAR/15.24
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50 meter lead
48.81
499
24404.41
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DAR/16.1
424.45
83
35233.59
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Relaying of Dry brick on edge flooring in required pattern with 75%new brick of class designation 150 on a bed of 12 mm mud morthar including filling joints with jamuna sand (with F.P.S.bricks) complete.
169.78
158
26857.5
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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
565.07
571
322852.74
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Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work. SOR/5.4.3
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8:4:1(1cement :4coarse sand: 8 graded stone aggregate 40mm nominal size)
73.49
5820
427682.7
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I Shaped interlocking tiles Rubber mouided 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than (M-40) and weight 5kg per no.specifications conforming to IS:15658-20006 (SOR-20/CH-1/28)
734.85
971
713980.26
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M-150 brick work in 1:4 cement & coarse sand 2.20 F.M mortar in foundation and plinth including supply of all material labour and T&P etc. requried for proper completion of the work.(As per SOR- 305a/6.1.4)
24.03
4950
118927.71
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12mm cement plaster of mix: DAR/13.4.2
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1:6 (1 cement: 6 coarse sand)
87.05
164
14346.71
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Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand 2 cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B.W G.G.I binding wire, moulds, all materials labour,tools & Plants etc.required for proper completion of the work the rate excluding making of drip course which shall be paid extra. (SOR-282/5.5.1)
2.58
7000
18067.23
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Labour Cess and GST will be paid extra as per govt. orders
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