PROVISION OF CULVERT AND DRAIN NEAR BLDG NO T 47 AT 217 TRANSIT CAMP PALCHAN UNDER AGE I R AND D MANALI

Amount

Excavating over areas, n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material n. exc 50m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete in foundations, filling and mass concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) complete all as specified and as directed by Engineer-in-Charge.

M&L for 600mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by Engineer-in-Charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed by Engineer-in-Charge.

M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and as directed by Engineer-in-Charge.

M&L for reinforced cement concrete nominal mix 1:2:4 type B-1 (using 20mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.

M&L for reinforced cement concrete nominal mix 1:2:4 type B-1 (using 20mm graded stone aggregate) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed by Engineer-in-Charge.

M&L for 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 as directed by Engineer-in-Charge.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in subbase of floor or in plinth protection complete all as specified and as directed by Engineer-in-Charge.

M&L for 100mm thick PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in floor, all as specified and directed by Engr -in-Charge.

M&L for providing, cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges or as in coping complete all as specified and as directed by Engineer-in-Charge.

M&L for pre-cast cement concrete block 1:3:6 type C-1 (using 20mm graded stone aggregate) masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified and as directed by Engineer-in-Charge.

M&L for rendering 15mm thick on brickwork or concrete surfaces or surface other than fair face of brickwork in CM (1:4) finished even & smooth (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

M&L for preparation of new plastered surface of wall and applying two coats of cement base paint, white or tinted complete all as specified and as directed by Engineer-in-Charge.

M&L for gunny bag filled with sand for diverting water and plinth protection work complete all as specified and as directed by Engineer-in-Charge.

NATHU RAM AND SONS