Construction of 19.75 mtr span Single lane bridge at Keyolinal in GP Dheem Katare at Janjehali on Keyolinal to Teer Matoot road RD 0/018 SH- C/o Sub Structure superstructure and both side approaches

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying Plain cement concrete 1:3:6 (one cement : three sand : six aggregate) nominal mix in foundation with crushed stone aggregate 40 mm (forty millimetre) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing complete including carriage of material with in all leads lifts or other incidentals or as per the direction of the Engineer-in Charge clause 2100

Providing and laying plain concrete 1:3:6( 1 cement : 3 sand :6 graded stone aggregate 25mm nominal size) in open foundation complete as per drawings and technical specification ncluding carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Plain/reinforced cement concrete M-20 (Twenty) in Sub-structure complete as per drawings and MORTH technical specification clause 1500 , 1700 & 2200 and compacted by vibration and curing complete , including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Plain/reinforced cement concrete M-25 1:1.5:3 in Sub-structure complete as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Reinforced cement concrete approach slab M-30 ( Thirty) grade mechaniocal mixed and vibration including reinforcement and form work complete as per drawing and Technical specification including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.clause 1500,1600 and 1700

Providing and laying cement concrete M-25 (Twenty Five) grade in supper structure complete as per drawing and Technical specification including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.clause 1500,1700 and 2200

Providing and laying cement concrete M-30 (Thirty) grade in supper structure complete as per drawing and Technical specification including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge.clause 2702 .

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications including carriage of material with in all leads and lifts other incidentals or as per the direction of the Engineer-in Charge clause 2000 and 2200

Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge clause 2000 and 2200

Construction of R.C.C. railing of M 30 grade in cast-insitu with 12 mm (Twelve millimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm (two thausand millimeter) as per drawing and technical specifications including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical specification including curing complete and carriage of material with in all leads and lifts and other incidentals or as per the direction of the Engineer-in Charge

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including carriage of material with in all leads lifts and other incidentals or as per the direction of the Engineer-in Charge clause 1600 and 2200

Drainage Spouts complete as per drawing and Technical specifications including carriage of material with in all leads,lifts and other incidentals or as per the direction of the Engineer-in Charge clause 1705

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm (seventy millimetre), complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation including carriage of material with in all leads lifts and other incidentals or as per the direction of the Engineer-in Charge clause 2607

Providing and fixing in position 20 mm (twenty millimetre) thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m ((ten metre) to cater for a horizontal movement upto 20 mm twenty millimetre), covered with sealant complete as per approved drawings and technical specifications including carriage of material with in all leads lifts and other incidentals or as per the direction of the Engineer-in Charge

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent (Six percent) bitumen by weight including carriage of material with in all leads lifts and other incidentals or as per the direction of the Engineer-in Charge .

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Back filling with Granular material behind abutment, wing wall and return wall complete as per drawing and Technical specification including carriage of material with in all leads and lifts other incidentals or as per the direction of the Engineer-in Charge clause 710.1.4 of IRC 78 and 2200

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm (hundred millimetre) dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and morth Technical specifications including carriage of material with in all leads lifts and other incidentals or as per the direction of the Engineer-in Charge.clause 2000 and 2200

Earth Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ncluding carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Guild Infrastructures Private Limited