Bridge cum Vented Checkdam Fatehpur ramu n Village- Fatehpur ramu Block - Bhagya nagar Auraiya

Amount

E/W in ordinary soil for nala bank cutting at 0 to 1.50m lift and 30m lead

E/W ordinary soil for nala bank cutting at 1.50 to 3.00m lift and 30m lead

E/w in ordinary soil at 3 to 4.50m lift and 30m lead.

C.C. (1:3:6) with 40mm size stone blast

C.C. in (1:2:4) C/S and 20mm granite stone grit

R.C.C. (1:2:4) with 20mm size granite stone grit

M.s Iron work

Centering and shuttering for above R.C.C. work

C.C. (1:6:12) with 40mm size stone blast

R.C.R. stone masonary in 1:4 cement sand mortar including all cost of material labour and T&P

Fixing of railling on both side of road slab with 10cm. Wide m.s. guarder at 2m. Interveal and 5cm G.I. pipe fixing at 0.30m interval

(i) Supply, Transport, Fixing of Faser Composite (FC) Sjhutters of size 2.15mtr ×0.50mtr×50mm thick, in yellow color having minimum weight 45-50kg with reinforcement in the centre and sides manufactured by manual process and as per spect given. Complete with all lead, lift, loading charges.

(ii) Supply, Transportation of Faser Composite(FC) ''C'' channel with collar in 10.00mm thick with @100×100×100 with flange of 50mm both the sides with hole fastener and back side proper netting of MS wire to fit into the exising concrete grooves complete with all lead, lift, loading charges

Dry stone bouldar pitching in U/S and D/S

Dewatering during constrution of work by 8 h.p. d.p. set

SRINIVASA CONSTRUCTION CORPORATION PRIVATE LIMITED