tender for house of sahahjahan mallick to reyazul mallick house jl no 291 plot no 580 within kolaghat block in the disitrict of purba medinipur. -1.02 uprooting and removing stumps & roots uprooting and removing stumps & roots, compaction of backfilling and stacking of serviceable material by manual means as per technical specifications clause 201 for rural roads of mord. lead upto 100 m girth above 300 mm to 600 mm 1.03 clearing and grubbing road land clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 for rural roads of mord by manual means in area of non-thorny jungle 1.04 earthwork in excavation from borrow pits (land owned/arranged by the department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (borrow pit measurement) in ordinary soil 1.05 construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 for rural roads of mord. (borrow pit /pre work post work measurement) 1.06 construction of sub base using local materials: construction of sub base using local materials, spreading in uniform layers with motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per clause 401 of specifications for road & bridge works of mort&h (5th revision) 1.07 a. cement concrete pavement (laying manually) construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per irc: 15-2011, coarse and fine aggregates conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / rmc and appropriate weigh batcher using approved mix design (as per irc:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes,compacted using needle