Vishisht Mahanubhavon ke aagman avam Prasthan hetu Temporary Helipad, barricading and Approach Road karya.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.(DSR Item No-2.28) Including Labour Cess Excluding G.S.T.

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. (DSR Item No-2.32)Including Labour Cess Excluding G.S.T.

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Local sand, with common burnt clay non modular bricks. (DSR Item No-11.2)Including Labour Cess Excluding G.S.T.

S & F Barricading with 10 Cm dia vertical ballies at interval of 2.50 m and two lines horizontal ballies bracing with nariyal ropes including digging of holes and fixing vertical ballies in position including T & P etc required for proper completion of work. Including Labour Cess Excluding G.S.T.

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 Including Labour Cess Excluding G.S.T.

Providing & applying three coat of White washing with Lime on new surfaces to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drop and other foreign matter etc complete as directed by Engineer-in-Charge. (SOR Item No-673) Including Labour Cess Excluding G.S.T.

Construction of Embankment with Material Obtained from Borrow Pits 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 301.5Including Labour Cess Excluding G.S.T.

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. Including Labour Cess Excluding G.S.T.

Providing, Laying and spreading Material on a prepared sub base(WMM), OPC cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressive strength and to form a layer of base. Including Labour Cess Excluding G.S.T.

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35kg per sqm on the prepared surface cleaned with hydraulic broom . Including Labour Cess Excluding G.S.T.