Repair and protective works on both sides of the minor bridge Chauka River located at KM 1 on the Jalalpur Primary School road connecting from Km 16 of the Mohammadpur Khala Shailakh Jalalpur road Other District Road in Block Sartaganj District Barab

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Providing and laying reinforced (M30) cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 3002 with lead upto 1000 m as per Technical Specification Clause 303.1.

Dismantling stone pitching/ dry stone spalls, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302

Providing and laying pitching on (Relaying Pitching on slopes) slopes laid over prepared filter media as per drawing and technical specification Clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302 (Pitching boulder stone weighing not less than 40 kg)

Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Providing concrete for plain/reinforced concrete (PCC Grade M20) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (DSR 5.22.1)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (DSR 13.48.1)

Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (Lko SOR Chat. 26 Si No. 27 MoRTH - 810 (8.23))

Please Enable Macros to View BoQ information