Construction/ Reconstruction of V.R.B. at Km. 31.000 of Aligarh Drain

Amount

Earth work in making Bundha/Road diversion before starting of work and removal after completion of work in U/s & D/s to protect the work site in ordinry soil (loam, clay or sand) including all lead & lifts as directed by Engineer-in-charge.

Earth work in making Drain Diversion before starting of work and Filling Diversion of Drain after completion of work in ordinry soil (loam, clay or sand) including all lead & lifts with proper disposal/compaction as directed by Engineer-in-charge.

Supplying and fixing R.C.C. Hume pipe of 1400 mm dia for making Road Diversion to provide continueous passage for public as directed by Engineer-in-charge.

Filling empty cement bags with earth sewing and placing in positiion upto 60 m lead to Protect Bundhas as directed by Engineer-in-charge.

Providing and fixing of rectro-reflectorised cautionary board mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 2mm thick supported on a mild steel angle iron post 75mmX75X6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45X45X6060cm below ground level as per approved drawing.

surface dewatering in foundation by 5.0 H.P. Deisel pump (2 no. Deisel pump will run 15 Hrs/day for 20 days

Dismantaling brick work or stone work and cement concrete in cement mortar i/c stacking of material with in a distance of 60 m as per direction of E-I-C

Dismantaling brick work or stone work and cement concrete in cement mortar i/c stacking of material with in a distance of 60 m as per direction of E-I-C

E/W. In foundation in in ordinry soil (loam, clay or sand) including all lead & lifts including back filling watering and ramming of excavated earth into the foundation trenches or into the plinth with removal and disposal of surplis earth as directed by Engineer-in-charge upto a distance of 30m. from the foundation trenches as directed by Engineer-in-charge.

Laying C.C. In 1:3:6 in foundation (Cement coarse sand & stone grite 10-25mm size) including all cost of material labour T and P as directed by Engineer-in-charge.

Ist class brick work (M-150) in 1:4 in cement & coarse sand moter i/c including of cost material labour, T and P etc. for proper completion of work as per directio of Engineer-incharge

Ist class brick work (M-150) in 1:3 in cement & coarse sand moter i/c including of cost material labour, T and P etc. for proper completion of work as per directio of Engineer-incharge

Providing & Fxing 75mm dia PVC. Pipe for weep holes including all cost of material labour T and P as per direction of Engineer-in-Charge.

Providing R.C.C. In 1:1½ :3 (Cement : coarse sand : cressed aggregated of required size) including cost of all material labour, T and P, etc. As per dorectiction of Engineer-in-chargge

Steel for Reinforcement with cutting bending binding & placing in proper position with all ccost of material labour T and P

Centering & Shuttering for R.C.C.work i/c cost of centering & shuttering upto 3.0 M height for bridge slabs above 3m. Span

Supply & Fxing expension joint between slab including cost all labour T and P material etc. Complete as per direction of Engineer-in-Charge.

Deep struck cement pointing in 1:2 cement and coarse sand with all cost of material T and P.

Providing & Fxing G.I. drainage rain water Pipe of 80 mm dia including all cost of material labour T and P as per direction of Engineer-in-Charge.

Providing & Fxing C.I. Jali 100x100 mm size including all cost of material labour T and P as per direction of Engineer-in-Charge.

Providing C.C. In 1:2 :4 (Cement : coarse sand : cressed aggregated of required size) including cost of all material labour, T and P, etc. As per directiction of Engineer-in-chargge

Laying of I-Shaped precast Interlocking Tiles (Rubber moulded Grey) of thickness 80 mm (Compressive strength not less than 30 Mpa and weight 4.50 Kg) including 25 mm thick local sand base, levellind & dressing of surface to required level and slope, filling joints with local sand all complete work including VAT

S/F. Of wheel gard size 750X200X200mm including all cost of material labour T and P.

S/F. Of Year mark marble plate size 300X300X25mm including all cost of material labou T and P

Finish wall two coat with exterior emulsion paint (Apex) over one coat of Putty with all cost of material labour T and P etc.

Testing of construction material (all required test)

M/S MANOJ TRADERS

M/S MOHD. IDRIS CONTRACTOR