Construction of Minor Bridge on Jhabra Baria Nallah at Jagdishpura to Pure Kinner road

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 back filling with approved material. (Foundation)

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Plain/Reinforced Cement Concrete (M-30), in Well Foundation complete as per Drawing and Technical Specification. (well curb)

Plain/Reinforced Cement Concrete (M-30), in Well Foundation complete as per Drawing and Technical Specification. ( Well Steining)

Sinking of 4.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 3mtr. (Clayey soil)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. upto 3mtr to 10 mtr. (Clayey soil)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. upto 10mtr to 18 mtr. (Sandy soil)

Plain/Reinforced Cement Concrete (M-25), in Well Foundation complete as per Drawing and Technical Specification. (Bottom Plug)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Plain/Reinforced Cement Concrete (M-20), in Well Foundation complete as per Drawing and Technical Specification. (Intermediate Plug)

Plain/Reinforced Cement Concrete (M-30), in Well Foundation complete as per Drawing and Technical Specification. (well cap)

Plain/Reinforced Cement Concrete (M-15), in Well Foundation complete as per Drawing and Technical Specification. (Misc. Conc.)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete (M-30) in sub-structure complete as per drawing and Technical Specifications

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete in sub structure as per Drawing and Technical Specifications.

Reinforced cement concrete (M-40) in super-structure complete as per drawing and Technical Specifications

Reinforced cement concrete (M- 30) in super-structure complete as per drawing and Technical Specifications

Reinforced cement concrete (M30) approach slab including reinforcement and formwork complete as per drawing and Technical specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications.

Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per approved drawing.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Drainage spout complete as per drawing and technical sppecifications.

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base with 2% cement by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Providing and applying tack coat with bitumen emulsion using VG10 pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats

E/W in excavation in trenches for Toe Wall in ordinary soil including lift upto 1.5 m & dressing of sides & ramming bottoms & disposal of surplus excavated earth as directed by the engineer I/C within a lead of 50 m.

Construction of Toe Wall with stone boulders weighing not less than 40 kg .

Construction of flexible apron 1.0 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Laying of a geotextile filter (280 gsm non woven, 100% polyster) between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification (as per MORTH specification 2504)

Brick soling with straight over burnt bricks laid on edge and dry brick including preparation of subgrade to required camber and template filling joints with local earth spreading, binding coat 1 cm deep of local cavity excluding cost of material, labour, T&P etc. required for proper completion of work.

Construction of K.C. Type side drain

Construction of Chute drain

Providing and applying 2 coat of water based cement paint to unplastered concrete surface.

M/s Farooq Khan