Improvement of Banog-Kheri Road 0/0 to 39/500

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations and substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix cement concrete 1:4:8 (One cement isto four sand isto eight crushed stone aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in bricks/stone masonery plain/reinforced concrete abutment wing wall return wall with 100(hundred)mm dia PVC pipe extended through the full width of the structure with slope of 1 vertical and 20 in horizental towards drawing face complete as per specification clause 614,709,1204,3.7. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugalated sheet matal beam rail 70cm (seventy centimentre) above read/ground level fixed on channel section made out 5mm(five millimetre) thick sheet by cold roll forming process of confirming IS-2062-1999(Two thousand sixty two to one thousand nine hundred ninety nine) grade A with Hot dip galvanised 550(five hundred fifty)grams per squre metre verticle post 150x75x5mm(one hundred fifty into seventy five into five millimetre)spaced 2m (Two metre centre to centre 1.80(one point eighty )high 1.1m(one point one metre) below ground/road level,all steel part and fitmetres to be galvanised by hot dip process all fittings to confim to IS: 1367,(one thousand three hundred sixty seven)and IS: 1364, (one thousand three hundred sixty four)metal beam rail to be fixed on the vertical part with a spacer of cold roll form section 150x75x5mm(one hundred fifty into seventy five into five millimetre) long complete as per clause 810.arriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. P.C.C. grade M-20 nominal mix 1:2:4(One cement isto two sand isto four crushed stone aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Bhupender Chauhan

Mohan Singh

Nikhil

jagdish

[email protected]