Vikaskhand etamadpur mein nh2 se samudayik swasthya Kendra hote hue etmadpur khandoli road ki taraf bitumin sadak ewam interlocking Nirman karya

Earth work in filling or in embankent with carted earth beyond 10.00 Km . Distence Inclduing ramming & dressing the surface to required lable and slop Inclduing all Charges T&P etc.

Earth work in excavation in treanches for foundation in ordinary soil inclduding lift upto 1.5 m lead upto 30 m and dressing of sides & faming of bottom & disposal of surplus excavated earth as directed by the engineer in charge within a distance of 30 m

Cement concrete 1:3:6(1 cement :3 C/ sand :6 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.as per DSR

Class -150 (non modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and T & P etc. required for proper completion of the work T&P etc.

Providing and laying cement concrete in 1:2:4 stone aggregate 20mm nominal size and curing complete including coat of in foundation and floors as Per Ch. 56S.No. 6

12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angle and rounded angles not exceeding 60mm in grith and finished even and smooth

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 with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of 45-63mm 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 materials 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 22.4-53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502