M/T on Road Ambla Galoo Andhrara Harwan Road Km. 6/0 to 8/500 Under NABARD Distt. Mandi (HP)

Amount

Earth work in excavation for foundation of bridge structure and all type earth compresing of ordinary soil, ordinary roack chiseling/wedging out roacks ( where blasting is prohibited) as per drawing and MORTH technical specifications Clause 304 and as per the direction of the Engineer-in-Charge,including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of material up to any leads and upto any lift including dressing of sides and bottom and back filling in trenches with excavated approved material to the original surface in layers not exceeding 150 mm(one hundred fifty millimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water)upto depth and any quantum of water including cleaning of slush which may arise out during dewatering as per direction of the Engineer-in-Charge. including carriage of material with in all leads and lifts and other incidential.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC M-15 within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification . P.C.C 1:2:4 (One cement: two sand : four stone aggregate)within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Providing and laying Plain/Reinforced cement concrete, in sub-structure complete as per drawing and Technical Specifications of MORTH 1500,1700 and 2200 upto any hight .RCC Grade M30 within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub-structure complete as per drawing and Morth technical specification section 1600 and 2200 and within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing confirming to IRC: 83 (pt.-1) section IX and clause 2003 of MoRTH Specifications clauses 2000,1000 and 2200 complete including all assessories as per drawing and technical specifications and within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Supplying, fitting and fixing in position true to line and level cast steel roller bearing confirming to IRC: 83 (pt.-1) section IX and clause 2003 of MoRTH Specifications clauses 2000,1000 and 2200 complete including all assessories as per drawing and technical specifications and carriage of materials within all leads, lifts and other incidental as per direction of Engineer-in-charge.

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 (Six hundred millimetre) 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.within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Back filling with granular material behind abutment wing wall and retaining wall complete as per drawing & technical specification clouse 1204.3.8 and as per the entire satisfaction and within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification grade RCC M-30 upto anyheight for solid slab in super structure including staging and form work but excluding cost of reinforcement as per the direction and entire satisfaction of the Engineer-in-Charge within all leads, lifts and carriage of material and other incidentials.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in super-structure complete as per drawing and Morth technical specification section 1600 and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of material with in all leads and lifts and other incidentials.

Providing and laying C.C. bearing coat M-30 grade including reinforcement complete as per drawing and technical specifications.within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Construction of RCC railing of M-30 Grade in situ with 20mm(Twenty millimetre) nominal size aggregate, true to line and grade,tolerence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post expansion, complete as per approved drawings and MORTH technical specification 2703,1500,1600 and 1700 including reinforcement and form work and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of material with in all leads and carriage of material.

Providing and fixing drainage spout complete as per drawing and MORTH technical specification within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Providing and fixing on position 20 mm(Twenty millimetre) thick premoulded joint filler in expansion joint for fixed ends of simply supported spans,not excluding 10 m (Ten metre) to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and technical specifications.within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Providing and filling joints sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Reinforced C.C. approaches slab i/c reinforcemnt and form work complete as per drawing and technical specifications(. M-30) (Thirty) within all leads, lifts and other incidental as per direction of Engineer-in-charge.

Sohan lal