Greater Noida Industrial Development Authority Tender

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Greater Noida Industrial Development Authority - GNIDA Tender

Civil And Construction
Drainage Work
Eprocure
Opening Date23 Dec 2022
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

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1840

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Supply of Sweeper (AR/GNIDA)

612

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402.5

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

306

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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)

2628

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1092.5

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Supply of Sweeper (AR/GNIDA)

876

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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)

45.9

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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.

45.9

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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)

43.99

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4950

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

467.03

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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))

5.22

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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)

40.19

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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)

1221

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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)

61

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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.

1393.2

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95

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Depth from 0.0 to 1.5 M below G.L.

986.85

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95

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Depth from 1.5 to 3.0 M below G.L.

986.85

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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

774

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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

774

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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

774

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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)

35

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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.

573.71

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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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-

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150 mm dia NP-2 pipe

793

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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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-

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150mm dia NP-2 concrete cradle

793

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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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-

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150 mm dia NP-2 pipe

793

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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)

61

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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)

9.61

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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)

4.16

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2634.75

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

3.2

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2688.18

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

2.4

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2752.06

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

1.95

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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)

11.72

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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)

8.65

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8043.97

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Add labour cess @ 1% on all above items

29130076.77

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0.01

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GST will be paid extra as per applicable

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