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 Date10 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 8,23,29,128 
Notes
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Costs

Description

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BOQ Items

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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 22.5 cm. 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.Based on DAR-2018/16.1

20792.69

83

1726001.2

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Granular sub-base with close graded A, plant mix method Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH)

3742.68

4389

16426847.08

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Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/GNIDA)

5198.17

5004

26012630.33

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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150 DAR-18/16.7.1

3921.3

139

548746.72

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Providing and applying tack coat with bitumen emulsion grade bitumen on prepared surface of granular base including clearing of road surface and spraying tack coat at the rate of 0.750 kg/sqm using mechanical means .MORTH 502/AR (GNIDA)

20792.69

29

613384.36

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Providing and applying tack Coat with bitumen VG-10 grade using bitumen pressure distribution at the rate of 0.50 Kg Per Sqm on the prepared Bituminous surface cleaned with machanical broom MORTH 502/AR (GNIDA)

41585.39

24

1034644.5

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Providing and laying dense graded bituminous macadam with higher capacity batch Type HMP using crushed aggregate of specified grading pre mixed with bituminous binder @ 4.50 % by weight of total mix and filler transporting the hot mix to work site, laying with Hydraulic paver finisher with sensor control to the required level and alignment rolling with smooth, wheeled ,vibratory & tandem roller to achive the desired compaction as per MORTH specification clause 505 complete in all respects 50 mm thick

1039.63

11285

11732453.27

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Providing and laying bituminous concrete with higher capacity batch Type hotmix plant using crushed aggregate of specified grading pre mixed with bituminous binder @ 5.40 % of mix and filler transporting the hot mix to work site, laying with Hydraulic paver finisher with sensor control to the required level and alignment rolling with smooth, wheeled ,vibratory & tandem roller to achive the desired compaction as per MORTH specification clause 507 complete in all respects. . 40 mm thick CRMB-55 .

20792.69

513

10681828.63

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Providing and laying of hot applied Thermoplastic Compound2.5 mm thick including reflectorizing glass beats @ 250 gms per sqm area, thickness of 2.5 mm is exclusive on surface applied glass beads as per IRC:35, The Finished surface to be level, Uniform and free form streaks and holes. T&Y/machine material and labour required for proper completion of work.

686.23

520

356839.6

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PATHWAY

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Excavation in Foundation in ordinary soil (Leam Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into bthe trenches or into the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation tranches SOR - 251 (a)

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depth from 0.0 to1.5 m below

784.26

95

74504.7

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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 materials, labour, Tools & plants etc. required for proper completion of the work. ( As per item sor no. 281)

137.25

5820

798795

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Plain /Reinforced cement concrete in sub structure complete as per drawing and technical specification

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RCC Grade M-25 using batching plant transit mixture & Concrete Pump

294.1

8226

2419531.29

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Granular sub-base with close graded A, plant mix method Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH)

277.5

4389

1217964.15

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Providing & Laying 50 mm thick ISI mark Plastic paver Block a composite of miniral filler and waste plastic (PP,LDPE,HDPE) OF minimum compressive strength of 35 Mpa and tensile strength 10 Mpa solid minimum 50 mm thickness made by Sutaible molding machine/ the surface characterstics must ensure that under wet condition the minimum BPN (Birtish Pedulum Number) is equivalent to that of a concrete block, Additionally the overall weight distribution should be designed to prevent tile displacement during traffic movement

2774.98

1063

2949997.99

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Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. Based DAR2018/5.22.6 (Sail Steel)

20777.99

88

1829917.58

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Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat one previously painting surface including supply of all Materials, Labour, Tools & Plants etc, required for proper completion of the work, Paint to be used should conform the ISI no 105/106/133-1950. SOR-2020/SI-647

2156.72

37

79798.64

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M-150 brick work in 1:6 cement & coarse sand of 2.20F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR-20/Chap-6/305(a)

1.73

4950

8563.5

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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) DSR-18/13.4.2/SOR-20Based

7.5

164

1236.08

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Supply of following dia RCC hume pipe S&S NP3 Class & specials in site of work.

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for 450mm dia NP-3 Pipe

652

1994

1300244.48

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Providing and laying in position cement concrete 1:4:8 ( 1cement : 4coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved

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for 450mm dia NP-3 Pipe

633.6

858

543913.92

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Laying and carting of above dia RCC hume pipe S & S NP3 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 excavation of earth below level of pipe

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for 450mm dia NP-3 Pipe

652

266

173516.76

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Constructing masonry chamber 60x60x75cm. Inside with 150 class designation bricks work in cement mortar 1:4(1 cement:4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter,160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 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 (1cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design and Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making food the walls and 100 mm outlet.(i) sand cast iron S&S as per IS:3989 DSR-18/18.33.1/SOR-20Based

80

6723

537856

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Labour Cess and GST will be paid extra as per govt. orders

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