GE 861 EWS-45(T)/2025-26

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

M&L for PCC type D2 (1:4:8) (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for Providing reinforced cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in Pre cast boundary pillars, precast posts, fencing posts, straining or terminal posts, struts etc., with or without chamfered angles and flat, splayed, rounded or mitred tops including necessary steel form work with fair finished surfaces, and fixed complete all as specified and directed by Engineer-in-Charge. Note: i) The precast boundary pillars are to be errected in true vertical position by means of mechanical equipment or manually in the excavated post holes all as directed by Engineer-in-Charge. ii) Steel form work is to be used. The tentative drawing of boundary pillar is available with AGE B&R(P) Sub Division. Tenderers are advised to visit the Office of AGE B&R(P) to apprise themselves about the drawing and design of the boundary pillars. iii) The site, partly lies in the remote areas where mechanical transport is difficult to reach and the tenderer may require to make necessary alternate arrangements for men and materials to be transported to the site without any extra cost to the state.

S&F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

M&L including preparation of new concrete surfaces and applying two coats of cement based paint over a coat of alkali resistant primer complete all as specified and directed by Engineer-in-Charge.

M&L for Writing letters or figures (Block, Roman, Italic or Indian) n exc. 30 cm high complete all as specified and directed by Engineer-in-Charge.

M&L for removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soil complete all as specified and directed by Engineer-in-Charge.