Rural Development And Panchayati Raj DRDA DRDA Ukhrul Tender

View complete overview of Manipur Rural Development And Panchayati Raj DRDA DRDA Ukhrul Tender

Rural Development And Panchayati Raj DRDA DRDA Ukhrul Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Mar 2025
Closing Date4 Apr 2025
Tender Amount₹ 1,77,94,392 
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Description

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BOQ Items

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SH: GSB, WBM & PC

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Providing laying and compacting Granular Base/Sub base with naturally occurring Sand Gravel Material free from organic or other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8 -10 tonnes capacity in layers not exceeding 150 mm (spread thickness).

1350

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Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 eheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density

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(a). Grading-I : UsingnScreening Crushable type such as Moorum of Gravel

675

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(b). Grading-II: UsingnScreening Crushable type such as Moorum of Gravel

675

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Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of of close-graded premix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade). Type-A

9000

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SH: NP3 Pipe Culvert

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (A). Mechanical means (a) Depth upto 3m

171.92

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PCC 1:3:6 in foundation (Plain cement concerete 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days)

17.81

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.

62.64

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Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. NP-3 Pipe 900mm dia

30

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