BMCTRD/NDRF/2025-26/MAN_02

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m as per technical Specification clause 303.1. (i) Private Land

Construction of granular sub-base by providing well graded Material,spreading in uniform layers with motor grader on prepared surface mixing in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Construction of plastic cell filled cement concrete pavement, thickness 100mm (as per design), over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause1501.2.4 M30 (Grade), coarse and fine aggregates conforming to IS : 2386, mixing in a concrete mixer of not less than 0.2 cum capacity and appropiate weigh batcher using approved mix design (As per IRC:44-2008), laid in the cells made of high density polythyne sheets of thickness 0.22mm to about 0.25mm,side 150mm and depth 100mm of approximate weight of 1250 kg for a road of 3.75m wide and 1.00km ,putting iron spike of 200mm long at the end corners of the cells and using nylon threads passing through the cells 10 mm below the top of the cells, in approved fixed side formwork (steel channe, wedges, steel plates including levelling the formwork as per drawing),maitaining camber of about 3 to3.5%, spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification of Cell filled Concret

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical specification.