Construction of RCC and drain from Pintu house to the mill in village Shahjapur.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approve material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading, grading to required slop and compacting to required table 300.1 and 300.2 with lead up to 6km specification clause 301.5

Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static 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 the required density as per Clause 404. Grading G-3

Construction of un-reinforced, Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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, screed and plate vibrators and finished in continuous operation including provision of contracton and expansion, construction joints applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days, lines and grade as per drawing and Technical Specification Clause 1501(Rates are including all Taxes but excluding GST) Specification clause 1500

Providing and laying reinforced cement concrete (PCC-M20 1:2:4) in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo mechanically Treated bars of grade Fe-500D or more. As per DSR-2023 S.I No. 5.22.6