Const. work of New toilet near Village Court in Tehsil Gabhana under Nagar Panchayat Gabhana.

Cleaning jungles including uprooting of rank vegetation, grass, bushes wood trees and saplings of girth up to 30 cm measured at a height of 1 metre above ground level and removal of rubbish up to a distance of 50 m outside the Periphery of area cleared, as per Sl no. 2.31

Excavation in foundation in ordinary soil, loam, clean or sand in cooling lift up to 1.50 M and lead up to 30 M and including feeling watering and rhyming of activated Earth into trenches or into the space between The building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer incharge up to distance of 30 M from the foundation trenches as per Sl.no 2.6.1 DSR

Antitermite treatment of along external wall where the apron is not provided using chemical emulsion @ 7.5 L/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and roading etc complete with chlorpyrifos/ lindane E.C. 20% with 1% Concentration as per Ch.No.06 Sl. no. 1UPPWDSR

Providing and leaving cement concrete in 1:5:10 (1 cement 5 course sand 10 graded stone 4 aggregate 40 mm nominal size) and curing complete including cost of formwork in foundation and floor as per Sl. no. 4.1.11 DSR

Reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses plinth and string courses fully columns pillars piers abutments post and 5 struts etc including cost of centering centring finishing and excluding the reinforcement 1:1.5:3 (1 cement :1.5 course send :3 aggregate 20 mm nominal size) as per Sl.no. 5.2.2 DSR

Class 150 (non modular) brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of the work as per Sl.no. 6.1.2 DSR

Earth Work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in death and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 M lead. the earth in form of cutting to be used as spoil banks within 50 M distance As directed by engineer in charge and 3 km cartage of Earth as per Sl.no. 2.25+2.25A DSR

Send filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 km from the site of work and including watering dressing extra required for proper completion of work as per Sl.no. 2.27

Reinforced cement concrete work in beams lintels suspended roofs having balconies shelves chaijas bands staircase and spiral staircase above plinth level up to Floor 5 level including cost of centring shuttering finishing and reinforcement with 1:1.5:3 (1 cement 1.5 coarse send and 3-grade stone aggregate 20 mm nominal size) as per Sl. no. 5.3 DSR

Class 150 (non modular) brick work in 1:6 cement and coarse sand mortar in superstructure above plinth up to Floor 5 level including necessary cutting and moulding of brick work as required and also including any honeycombed brick work in thickness of wall more than 12 cm and including supply of all materials labour and T&P etc required for proper completion of the work as per Si. no. 6.4.2 DSR