Work No 50 Gram Sabha Raghipur Pakki Sadak se Chhotelal Mali ke Ghar hote hue Nahar Pul ki Ore Anurakshan Karya

Construction of granular sub-base by providing well graded material, spreading in uniform layers with moto r 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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per Technical Specification Clause 405.

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 an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Construction of embankment with approved material obtained from borrow pits with a lift upto 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 upto 1000 m as per Technical Specification Clause 301.5( For carted earth)

Providing and Laying Reinforced Cement Concrete Pipe NP3 H.P.350mm as per design in Single Row

Construction of H.P culvert as per detail drawing.350 mm dia

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per technical Specification Clause-405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clause-405.

brick edging on bot side of the S.O.B. brick 8 cm (3") wide and 12 cm (4 1/2) deep laid with mud mortar all labour finished to the required template anjd in proper alignment and also incliding dressing and ramming the excavated earth including all labour , T&P sudries required for proper completion of work. (S.I.No. 765)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical Specification Si No. -5/2.25(a)