C.O 61 meter span bailey Bridge on Baspa river on Shong Palingchey road at RD 2.360. SH- C.O Palingchey side abutment and approach road of Bridge.

Excavation in earth work for foundation of bridge structure (abutments and pier) in all type of classification of soil by manual/mechanical means comprising of ordinary rock, soft/hard rock, chiseling/wedging out of rocks (where blasting is prohibited) as per drawing and technical specification clause and as per direction of Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of materials upto all heights all leads and lifts including dressing of sides and bottom including shoring and strutting and pumping, bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-Charge including carriage of materials with in all height all leads lifts and other incidentals. The rates are inclusive of octroi, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain reinforced cement concrete nominal mix 1:3:6 (One cement : three sand : six graded)/crushed stone aggregate 40mm (forty millimeter) nominal size and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying under water complete for all height and depths including cost of form work in foundation of abutment, pier for all type of structure complete as per drawing, MORTH technical specification clause 2100 (Two thousand one hundred) and direction of Engineer-in-Charge including entire carriage of materials within all leads lifts and other incidentals. The rates are inclusive of octroi, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain reinforced cement concrete (M-15)(M-Fifteen) nominal mix 1:2:4 (One cement : two sand : four graded)/crushed stone aggregate 20mm (twenty millimeter) nominal size and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying under water complete for all height and depths including cost of form work in foundation of abutment, pier for all type of structure complete as per drawing, MORTH technical specification clause 1500, 1700 & 2100 (one thousand five hundred, one thousand seven hundred and two thousand one hundred) and direction of Engineer-in-Charge including entire carriage of materials within all leads lifts and other incidentals. The rates are inclusive of octroi, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure grade M-30 (M-Thirty) design mix with graded/crushed stone aggregate 20mm (twenty millimeters) nominal size and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all height and depths including cost of form work in abutments, return wall and pier foundation for all type of structure complete as per drawing, MORTH technical specification clause 1500 ,1700 & 2100 (one thousand five hundred, one thousand seven hundred and two thousand one hundred) and as per direction of Engineer-in-Charge including entire carriage of material within all leads , lifts and other incidentals. The rates are inclusive of octroi, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall./return wall with 100mm (One hundred millimeter) dia Ac pipe (Asbestos cement pipe), extending through the full width of the structure with slope of IV :20H (one vertical : twenty horizontal) towards drawing face, complete as per drawing and MORTH technical specification. clause 2700 & 2200 (Two thousand seven hundred and two thousand two hundred) as per direction of Engineer- in -Charge, including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octori, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Back filling behind abutment, wing wall, return wall and box of bridge with granular material and compacted with Plate compactor/power rammer complete as per drawing and technical specification as per direction of Engineer-in-Charge including entire carriage of materials within all leads , lifts and other incidentals. The rates are inclusive of octroi, royalty, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification as per direction of Engineer-in-Charge including entire carriage of materials within all leads , lifts and other incidentals. The rates are inclusive of octroi, royalty, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD (High Yield Strength Deformed bar) reinforcement in Sub-Structure made of TATA TISCON/SAIL , RINL including cost of bending, binding and cutting and placing in position of bars complete including cost of binding wire as per drawing , MORTH technical specification clause 1600 and 2200 (one thousand six hundred and two thousand two hundred) and direction of Engineer-in-Charge, including entire carriage of materials with in all leads , lifts and other incidentals. The rates are inclusive of octroi, royalty, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Cutting in earth work in all depths and heights in hard rock with chiseling and wedging out of rock (where blasting is prohibited), or setting out to the required lines grades, side slopes, trimming of bottom and levels as shown on the drawing and as directed by the Engineer-in-charge at site according to the HPPWD specification of 1990 volume-1 and sorting of useful and un usefull materials and stacking the useful material along road side which shall not be less than 879.15/- cubic meter failing which recovery @ Rs. 300/- per cubic meter shall be effected and transportation of the un useful material for filling in roadway embankments’ for grade improvement and level to required grades and then disposing off all surplus excavated material in acquired width of the road or on approved dumping site through all modes of transportations including head load, animal loads or mechanical means along with its leveling and fine dressing and carriage of all labour machinery, materials, tools, equipments and safety measured and other incidentals necessary to complete the work by mechanical means and or labor (if any required complete as per the direction of Engineer-in-Charge). Any loss to the public and private property during the course of execution and transportation of useful and un useful materials shall be absolute responsibility of the contractor which shall have to be dully compensated by him to full extent complete in all respects and in all cases.

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