Greater Noida Industrial Development Authority Tender

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Greater Noida Industrial Development Authority - GNIDA Tender

Civil And Construction
Drainage Work
Eprocure
Opening Date13 Jan 2023
Closing DateCancelled
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Tractor trolley with driver and including POL (AR/GNIDA)

306

563040

1840

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Supply of Sweeper (AR/GNIDA)

615

247537

402.5

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Hire charge of pumps set of capacity 4000 litres/hour (AR/GNIDA)

309

248745

805

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C: Maintenance

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-

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Wheeled excavator cum loader including P.O.L. and driver (AR/GNIDA)

1314

1435545

1092.5

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Supply of Sweeper (AR/GNIDA)

438

176295

402.5

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

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-

-

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Nominal concrete 1:3:6 or richer mix (including equivalent design mix). (DSR-2018/15.2.1/AR)

46.35

42800

923.42

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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:

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-

-

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Lead upto 5.0 Km.

46.35

8505

183.5

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M-150 brick work in 1:4 one cement and four coarse sand 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. (UPPWD/SOR-2020/305(a)

44.42

219879

4950

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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.4.2/AR)

386.25

63657

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))

5.27

36890

7000

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Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-9.06E/Case-II)

40.58

326424

8043.97

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality:

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-

-

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EHD - 35: Circular shape 560 mm internal dia. (DSR-2018/19.19.4.1/AR)

1230

2026388

1647.47

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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 :

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-

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For pipes 100 to 250 mm dia (DSR-2018/19.21.1/AR)

62

23788

383.69

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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 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 Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a))

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-

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Depth from 0.0 to 1.5 M below G.L.

934.2

88749

95

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Depth from 0.0 to 1.5 M below G.L.

661.73

62864

95

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Depth from 1.5 to 3.0 M below G.L.

661.73

9925

15

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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. (AR/GNIDA)

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-

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250 mm dia NP-3 pipe

519

172832

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. (AR/GNIDA)

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-

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250 mm dia NP-3 pipe

519

70220

135.3

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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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250mm dia NP-3 concrete cradle

519

173984

335.23

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Constructing brick masonry circular 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 bricks of class designation-150 (DSR-2018/19.11.1.1/AR)

6

109587

18264.53

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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 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 Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(a))

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-

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Depth from 0.0 to 1.5 M below G.L.

549.74

52225

95

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Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)

-

-

-

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150 mm dia NP-2 pipe

800

166904

208.63

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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. (AR/GNIDA)

-

-

-

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150mm dia NP-2 concrete cradle

800

190000

237.5

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Laying of NP-2 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. (AR/GNIDA)

-

-

-

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150 mm dia NP-2 pipe

800

63240

79.05

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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)

62

416838

6723.2

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Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in charge. (DSR-2018/15.59/AR)

9.77

2089

213.83

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Supplying and stacking at site:

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-

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90 mm to 45 mm size stone aggregate (AR/GNIDA)

4.23

11144

2634.75

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63 mm to 45 mm size stone aggregate (AR/GNIDA)

3.26

8763

2688.18

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53 mm to 22.4 mm size stone aggregate (AR/GNIDA)

2.44

6715

2752.06

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Supplying and stacking of moorum at site (AR/GNIDA)

1.99

5434

2731.15

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (DSR-2018/16.4/AR)

11.91

4994

419.39

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Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-9.06E/Case-II)

8.79

70706

8043.97

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Add labour cess @ 1% on all above items

21235995.55

212359

0.01

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GST will be paid extra as per applicable

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