Greater Noida Industrial Development Authority Tender

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Greater Noida Industrial Development Authority - GNIDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Aug 2024
Closing Date21 Aug 2024
Tender Amount₹ 3,59,44,676 
Notes
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Costs

Description

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BOQ Items

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

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Lead up to 1.0Km.

12014.64

540658

45

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Providing and fixing SFRC cover over chamber. (withframe) 75mm thick size 600x600mm (AR/GNIDA)

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-

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size: 600x600mm(heavy duthy)

138

136896

992

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Providing and fixing SFRC cover over chamber. (without frame) 75mm thick size 600x600mm (AR/GNIDA)

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-

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size: 600x600mm(heavy duthy)

150

116250

775

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Constructing masonry Chamber 60x60x75 cm inside with 150 calss designation bricks work in cement mortar 1:4 (1 cment : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 150mm deep (inside) with chained lid and RCC top slab 1:2:4 graded stone aggregate 20mm nominal size), necessary excavation, foundation concrete 1:5 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coad of neat cement complete as per standard design and providing and fixing trap of self cleaning desing with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making food the walls and 100mm outlet. (i) sand cast rron S&S as per IS:3989 DSR-18/18.33.1/SOR-20 Based

36

242035

6723.2

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Excavation in foundation ordinary soil (Loam clay or sand) inclding lift upto 1.50 and lead upto 30.00 and including fillling eatering and ramming of excavated earth into the trenches or into the spece between the building and the sides of foundation trenches or into the plith and removel and disposal of suplus earth as directed by the engineer incharge upto distenace of 30mm from the foundation trenchess where machine con not reach/move (SOR/251/4.1.1)

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Depth from 0.0 to 1.5 M below G.L.

153.6

14592

95

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Cement concrete with 4cm gauge Approved stone ballast course sand & cement in the proporation of 8:4:1 including supply of all materials labour tools & Plants etc required for proper compiection of the work

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-

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8:4:1 (1 Cement 4: Course sand :8 greaded stone aggregate 40mm nominal size) (SOR/5.4.1)

59.61

346930

5820

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M-150 brick work in 1:4 cement & coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper compiection of the work. (SOR/Itemno-305A 6.1.4)

219

1084050

4950

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12mm cement plaster mix 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2)

3220.74

530810

164.81

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Clearing grass and removal of the rubbish upto a distance of 50m outside the periphery of the area cleared, (UPPWD/SOR-2020/259A)

7840137.84

10113777

1.29

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Surfacing dressing of the ground including removing vegetation and in-equalites not exeecding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m all kinds of soil. (DSR-2018/2.28.1/AR)

217781.61

2802849

12.87

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Tractor trolley with driver and including POL (SOR)

2178

4024944

1848

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Supply of labour. (SOR)

8982

3527231

392.7

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Providing JCB with driver and including POL (AR/GNIDA)

40

351120

8778

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Painting or varnishing with vasisper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previosly painted surface inclucing supply of all materials, labour, tools & paint etc. Required for proper completion of the work. Paint to be used should comfirm ISI No 105/106/133-1950, As in item no 647 above but for every subsequent coat on previously treated surface (SOR/647-648)

1321.68

80622

61

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Excavation in foundation ordinary soil (Loam clay or sand) inclding lift upto 1.50 and lead upto 30.00 and including fillling eatering and ramming of excavated earth into the trenches or into the spece between the building and the sides of foundation trenches or into the plith and removel and disposal of suplus earth as directed by the engineer incharge upto distenace of 30mm from the foundation trenchess where machine con not reach/move (SOR/251/4.1.1)

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Depth from 0.0 to 1.5 M below G.L.

4.32

410

95

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Cement concrete with 2cm gauge Approved stone ballast course sand & cement in the proporation of 4:2:1 including supply of all materials labour tools & Plants etc required for proper compiection of the work

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-

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4:2:1 (1 Cement 2: Course sand : 4 greaded stone aggregate 40mm nominal size) (SOR-20/Chap-5/279(a)/P-17-18)

32.4

226800

7000

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Supply of water tanker of 5000 Litre capacity (DAR-7763)

270

467775

1732.5

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Lettering with black japan paint of approved brand and manufacture (DSR-18/13.7.1)

327360

720192

2.2

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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass level, uniform and free from streaks and holes, Rates are inclusive of all taxes, foyalty etc. all T&P/machine material and labour required for proper completion of work. (MORTH/SOR-2020/New item/Sr.No.19.01/-25)

5168

2687360

520

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RCC work with cement approved coarse sand & 2cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its binding but including its fising and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc, and supply of all materials labour, tools & plants etc. required for proper completion of the work including cost of binding wire, The rate excludes making of drip course which shall be paid extra. SOR 283

100.42

807775

8043.97

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plainth level,

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-

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Thermo Mechanically treated bars of grade Fe-500D or more./Cold twisted bars (Sail Steel) (DSR-18/5.22.6/AR)

10835.91

1001021

92.38

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Providing and fixing 80mm (grey coloured) inter locking concrete paver with 10% coloured paver as end when required as per size and shape required of M-30 pavement compressed in hydrolic press or vibro static machine on a prepared bed over a layers of sand 40mm thick and vibro compacted with dry sand grouting mix of scraitor nature with cement powder sand finish. (Colour shall be decided by Engineer-in-charge).

316.2

307219

971.6

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Fixing of kerb stone of approved sixe & quality etc, complete (Labour rate only)

5418

239042

44.12

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-20/16.69)

162.54

1121495

6899.81

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Painting or varnishing with vasisper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previosly painted surface inclucing supply of all materials, labour, tools & paint etc. Required for proper completion of the work. Paint to be used should comfirm ISI No 105/106/133-1950, As in item no 647 above but for every subsequent coat on previously treated surface (SOR/647-648)

3792.6

231348

61

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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 (i/c equivalent design mix) (DSR-18/15.2.1/248)

81.27

75046

923.42

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R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per directions of Engineer-in-charge (cost of earth workes in excavation, concrete works in foundation to be paid separately). (DSR-18/16.16.1)

81.27

1571846

19341.04

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preparration of lawn for grassing by excavation a depth of 30cm removing all foreign bodies over 50mm dia fefilling with the mix of earth and manure in ratio 3:1 grade lawn area to finish levels as indicated on grading plants All lawn area shall slope to drain where no grades between comtinual grade between exitning or fixed controls (such as walk curbs catch besin elevation at steps on building and levels shown on plants roll scarify rank and level as necessary to obtain true even lawn surface. All finish grades shall meet approval of th project engineer before grassing is done. Grassing with seeding of grass including watering till the grass is fit for moving including mowing its complete. (AR/GNIDA) with selection no-1 grass

13272

260131

19.6

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Maintenance of trees shurbs. Creepers water lilly, hedge plantts peasonal flowersand lawn area Maintenance of lawn area including weeding hoeing and cutting of grass complete item

32.79

93779

2860

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Watering of developed lawn/ground cover area including arrrangemant of water system and pope etc complete item

39.35

118050

3000

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Supply of Cow duge

120

27120

226

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Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 liters suction capacity and 6000 liters water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm to 300 mm dia for all depth. (DSR-18/14.77/AR)

1160.1

249270

214.87

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Labour cess and GST will bepaid extra as per Govt. orders

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