Details: e/w in excavation of foundation trenches in ordinary soil (vide classification of soil item- a) …. ……e/i. providing coarse sand filling in foundation tenches o in plinth…...ei.(5.1.10) supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing ….. e/i (5.6.8-part-a) providing p.c.c.m.150 with nominal mix of (1:2:4) in foundation ..e/i.. (5.3.1.2) providing r/r/s/m (1:4) in foundation …..e/i. (5.2.28) providing r/r/s/m (1:4) in sub structure ….. e/i. (5.2.31) providing weep holes with dry graded stone filter ..e/i.(6.7.6) providing and laying r.c.c. (m-200) (1:1.5:3) in in different structures of bridge …..e/i. (5.3.10) providing and laying r.c.c. (m-200) (1:1.5:3) in deck slab …….e/i. (5.3.11) providing and laying p.c.c. (m-200) (1:1.5:3) in wearing coat over deck slab ……... e/i. (5.3.2.1) providing m.s.steel reinforcement of 8-20 mm dia .m.s. bars ... e/i. (5.5.5)a,b,c 8mm 10mm 12/16mm above 16mm above providing 25 mm thick c.p. (1:4) with approve
Sector: RDPR