Construction of culverts and providing cement concrete flooring at GM nagar in ward no. 84 central zone. ROC.NO. 3986/2023/MD5

Amount

Desilting the existing drain as per the direction of the departmental officers

Earth work excavation in all kinds of soils inlcuidng sand, still, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc excepting all kinds of rock and boulders exceeding 0.014 cu.m in volume inclduing rough dressing and dumping the excavated materials away from work site manually with in 50m initial lead and 2m initial lift as per the direction of the departmetnal officers

Cemetn concrete 1:4:8 (one cement, four sand and eight aggregate( using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete as per the direction of the departmental officers

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m high for vertical furfaces such as RCC retaining wall, septic tank walletc., in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG 10 stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over countrywood joists of size 10x6.50cm spaced at abour 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm cntre to centre etc., complete and as directed

Reinforced cemetn concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm gauge hard broken granite stone jelly for ALL RCC items of woek excluding centering, shuttering, and cost of reinforvemetn grill but incluifng curing finishing etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc complete

Supply and fixing of RTS rpds as [er the direction of departmental officers

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, rectangular breams, TEE or ELL beams, lintels, bed blocks, staircase waist, landing slab, landing beam and canopy etc in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG 10 stiffened with welded mild steel angles of size 25x25x3mm foor boarding laid over countrywood joists of size 10x6.50cm spaced at about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc com plete and as directed

Cement concrete 1:2:4 (one cement, two sand and four aggregate)using 20mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete as per the direction of the departmental officers

Supply and fixing of 900x900mm dia SFRO manhole cover with frame etc complet

Conveying excavated earth from the site to 15km including transport loading and unloading etc complete

KAARDEEP ENGINEERING

MAHA BUILDERS