Construction of 55mtrs Span steel truss Foot Bridge over Ashwani Khad near Village Keen Kiar

Amount

Earth work in excavation for all type of bridge foundation in all type of classification of soil comprising of ordinary soil , ordinary rocks, hard rocks, 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 materials, chiselling/ wedging out of rocks ( where blasting is prohibited) including shoring, strutting and pumping , bailing out water upto all depth and any quantum of water including cleaning slush which may rise out during the dewatering in all kind of soil, stacking the useful materials and disposal of un servicable material in all lead and lifts. Any loss to public /private property during the course of execution shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost.

Providing and laying cement concrete 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 40 mm (fourty milimetres) nominal size ) nominal mix placed in foundation mechanically mixed, placed in foundation and compacted by vibration, curing complete including cost of form work as per reference to MORT&H Specification 2100 ( two one zero zero), as per the direction of the Engineer-in-charge including carriage of all labour equipments and material to various location through all modes of transportation in all lead and lift and other incidental charges.

Providing and laying Reinforced cement concrete i.e. RCC Grade M30 in substructure using concrete mixer Mechanically mixed , compacted by vibration and curing complete including the cost of form work as per drawings and reference to MORT&H Specification 1500, 1700 & 2200 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead, lift and all incidental charges.

Providing, furnishing and placing M30 (thirty) Grade Reinforced cement concrete cast in situ in approach slab with crushed stone aggregate 20 mm (twenty milimeters) and down graded, using 43/53 (forty three / Fifty three) grade ordinary portland cement mechanically mixed, compacted by vibration and curing complete including cost of centering and shuttering and reinforcement as per MORT&H Specification 1500, 1600, 1700 and 2704 (one five zero zero, one six zero zero, one seven zero zero and two seven zero four ) and as directed by the Engineer-in-Charge including carriage of materials with in all lead and lifts and other incidentals.

Supplying, fitting and placing HYSD bar reinforcement TMT Fe 500 grade (Fe five hundred grade) complete in sub-structure as per drawing and reference to Technical Specification of MORT&H 1600 & 2200 ( one six zero zero, & two two zero zero) as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

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 2000, 1000 & 2200 complete including all accessories as per drawing and Technical Specifications including all accessories as per drawing and Technical Specifications as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

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 2000, 1000 & 2200 complete including all accessories as per drawing and Technical Specifications as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position in Members for whole truss, Gusset plate, splice plate, bracing member, bracing gusset plate, cross beam, battens, deck & Kerb plates etc. and applying a priming coat of red lead paint as per HP.PWD. specification, including carriage of all labour, equipment and materials to various location through all modes of transportation in all lead and lift, including all incidental charges and as per direction of engineer in charge in :-

Members for whole truss, Gusset plate, splice plate, bracing member, bracing gusset plate, cross beam and batten etc.

In trussed steel bridge Deck and Kerb plate

Providing and laying weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (one hundred milimeters) diameter AC/ PVC pipe, extending through the full width of the structure with slope of 1V :20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and Technical Specifications of MORTH section No. 2706 and 2200 (two seven zero six and two two zero zero) as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

Providing and laying well completed / slected grannular materials Back filling behind abutment, wing wall and return wall complete as per drawing and reference to Technical Specification section 710.1.4. (seven one zero point one point four) of IRC:78 (seventy eight) and 2200 (two two zero zero) as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm (seventy milimeters), complete as per approved drawings and standard specifications 2607 (two six zero seven) to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation & as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and laying Drainage Spouts complete as per drawing and Technical specification of MORTH section 2705 (two seven zero five) as directed by the Engineer-in-Charge including carriage of materials with in all lead and lifts and other incidentals.

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification 2703.2 and 1900 as per direction of Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

Providing and laying ( to level or slope) reinforced cement concrete pipe NP2- 900 mm (nine hundred milimeter) diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement isto two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets as per technical specification clause 1108 (one thousand one hundred eight), or as directed by the Engineer-in-Charge including carriage of all labour, equipments and materials with in all lead, lift and other incidental charges.

CANTILEVER CONSTRUCTIONS PRIVATE LIMITED