Construction of Marriage Hall in Madhyon of Village Kareli of Sambhal District Sambhal are hereby invited on behalf of the Managing Director U.P.

E/w in excavation in trenches for foundation Pipes cable etc in ordinary soil I/C lift upto 1.5 m. lead upto 50 m.and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by E/I within a lead of 50 m. Sl No.251

Providing and injecting chemical for pre constructonal anti-terite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor S.N-1 chapter-8

P/L of cement concrete 1:4:8(1 cement:6 fine sand:12 graded brick aggregate 40 mm nominal size) and curing complete i/c cost formwork in foundation and floors as per S.l.No.273

Sand filling in plinth under floors including watering and ramming including lead upto 50 m and lift upto 1.5 m.etc Sl.No.255

Earth filling with cartage 3 km………..complete item.

M150 class brick work in 1:6 cement & fine sand mortor in foundation AS per S.l No.303

Class M150 class brick work in 1:4 cement & course sand mortor in foundation and plinth ,appron and soakpit AS per S.l No.307a

P/L of R.C.C 1:1.5:3 with cement coarse sand and 2 cm gauge stone ballast.column T beam slab as per Sl.No.289

As item no 283 but the lighter beam having span upto 6.00 m as per Sl. No.285

P/L of R.C.C 1:2:4 with cement coarse sand and 2 cm gauge stone ballast for lintels sunshade as per Sl.No.283