Greater Noida Industrial Development Authority Tender

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Greater Noida Industrial Development Authority - GNIDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 8,19,75,912 
Notes
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Costs

Description

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BOQ Items

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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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250mm. Dia. NP-3 pipes

160

333

53281.6

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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 folling diameter including centring shuttering but excluding excavation. (AR/GNIDA)

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-

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250mm. Dia.NP-3 pipes concrete cradle

156.32

335

52403.15

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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cernent mortar in the propertion of 1:2 (1Cememt:2Coarse sand) including testing of jointS etc. complete (AR/GNIDA)

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250mm. Dia NP-3 pipes

156.32

144

22547.59

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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), i/c 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- 18/18.33.1)

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With common burnt clay F.P.S.(non modular) bricks of class designation-150

32

6723

215142.4

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Construction of sub-grade and earthen shoulders with approved material obtained from borow pits with all lifts and leads transporting to sites, spreading, grading to required slope and compacted to meet requirement to table 300.2 as per morth.

19114.26

368

7034429.97

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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2)

21900

9

210021

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Supplying and stacking at site:

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

2734.76

2794

7642970.51

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

6507.38

2848

18533994.34

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

1942.5

2912

5656657.12

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

388.5

2881

1119326.77

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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 torine 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-18/16.4)

9242.14

419

3876061.09

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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 common burnt clay F.P.S. (non modular) bricks of class designation-150 (DSR-18/16.7.1)

6000

139

839640

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder 80/100 @ 1.20 Kg laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. (MORTH-510/A.R./GNIDA)

21000

67

1411200

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Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen of 80/100 with spray set fitted on bitumen boiler including clearing, preparing the existing road surface as per specifications. (MORTH-502/AR/GNIDA)

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On bituminous surface with 5.0kg of bitumen for 10 sqm.

21000

24

522480

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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 per cent of mix and filler, transporating the hot mix to works site, laying with hydrostatic paver finisher with sensor control to the required greade, level and alignment rolling with smooth, wheeled, vibratory and tandom rollers to achieve the desired compaction as per MORTH specification clause 508 complete in all respects. (MORTH-508) (AR/GNIDA)

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30MM compacted thickness with bitumen grade @5.40% weight of total mix

21000

385

8091300

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and orctile shoe heater, driven by experienced operator on road surface including cost of material, labour T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DSR18/16.62)

1175.63

520

611327.6

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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.(Where machine con not rech/move.)

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Depth from 0.0 to 1.5 M below G.L.

5400.51

95

513048.45

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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.

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As in item 279 above but in proportions of 8:4:1

379.91

5820

2211076.2

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Providing and laying in position machine batched and machine anixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying b. excluding the cost of centering. shuttering, finishing and reinforcement, including admixtures in reconimended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately All works above plinth level upto floor V level.

1383.37

8226

11380846.65

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing position and binding all complete upto plinth level. TMT bars. (Sail Steel)

135743.18

88

11954901.86

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

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