Special repair to Drain from bldg No P-1618 to bldg No P-1033 IN Ajmer line Md accn in Army area Jodhpur

Amount

Excavation in trenches n.exc 1.5 mtr wide and n. exc 1.5 mtr depth for foundation, forshafts, wells,cesspits, manholes, Pierholes etc n. exc 10 sqm on plan and n. exc 1.5 mtr in depth and getting out in any type of soil.

Excavation in trenches n.exc 1.5 mtr wide and n. exc 1.5 mtr depth for foundation, forshafts, wells,cesspits, manholes, Pierholes etc n. exc 10 sqm on plan and n. exc 1.5 mtr in depth and getting out in Soft/disintegrated rock.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for removal of debirs to a distance n exc 50mtrs and depositing where directed complete all as specified and as directed by Engr-in-Charge.

M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded stone agg as in surface channel or benching including finishing the top of benching even and smooth using extra cement (Forming fair finished channel shall be measured separately).

Supply and laying of RCC drain pipe 300 mm dia class NP-2 laid and jointed in CM(1:1) complete with collars.

M&L for plain cement concrete 1:3:6 type C2 using 40 mm graded crushed stone agg as in foundations filling and mass concrete.

Demolition of stone masonry built in cement mortar all as specified and directed by Engr-in-Charge.

M&L for squarred rubble walling Jodhpur type regular coursed well bonded ,bedded and solidly hearted built in cement mortar 1:6 all as specified and directed

All as per item NO 08 above but execpt stone.

Extra over stone walling for hammer dressing to face stone & dressing of face beds & joints as specified of squared rubble walling Jodhpur type brought upto courses with maximum depression of face from straight edge held against the dressed surface n exc 20mm and dressing face beds and joints.

M&L for 15 mm thick rendering in cement mortar 1:4 on stone masonry surface (Internally) of walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement.

M&L for 15 mm thick rendering in cement mortar 1:6 on stone masonry surface (externally) of walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement.

Material and labour for plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone agg as in coping of manhole including necessary form work complete all as directed.

Returning , filling in soil incl spreading levelling, watering and well ramming in layers not exceeding 25 Cm thick all as directed.

Removing surplus excavated material soil exc250m but n.exc 500m where directed at a level not exceeding 1.5 Mtr above the starting point all as directed.

M &L for cutting to Bituminious road for laying of RCC hume pipe & making good as per road specification as per direction of Engr-in-Charge.

Cutting and grubbing of bushes grass and tree surrounding sewage line and levelling of ground around the sewage line, finish the surface and removing the waste material to distance exc. 50m and n exc. 100m and clearing the site.

S&F 75mm thick Jodhpur type stone slab not exc 2m in length dressed all face & along exposed edged size faced both sided as in drain cover.

M&L 50 mm thick PCC (1:3:6) type C1 using 20mm graded stone aggregate as in plinth protection

SURESH TRADERS

M/S KAUTILYA GARG

D DEV COMPANY

KARNI CONSTRUCTION COMPANY