Construction of a CC road and drain in Village Aldi extending from Ishkalal enclosure gher to the culvert over the drain near Suresh place.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300,1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5+S.I. No. 231(a)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upłoalead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material And (mord No. 300) ( Mechnical Means)

Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200)

Brick masonry work in cement & c/c sand mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600)

Plastering with cement & c/c sand mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600)

Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200) M20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 And (mord No. 800) M25

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars. AS PER DSR 2023 S15.22.1

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( Mechnical Means)

Cement concrete with 2cm Gauge approved stone gritt, Coarse sand & Cement in proportion of 1:1.5:3 in cc Pavament (thicknes as per design) cement coarse & fine aggregate conforming to IS standard mixed in concrete mixture/plant of not less then 0.20 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed from work (steel) channel laying and fixing of 125 micron thick polytheen film, wedges, steel plates including leveling the from work spreading the concretewith shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous o[ration including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified)and water finishing to lines & grade including supply of all material, labour, tools &plants etc. required for proper completion of work and also including complete shifting or recorn 38 fibre rainforcement materials etcl & concrete etc. ch.-280 New item No-9