Construction of 3 X 12.50 Meter RCC bridge, approach road and additional approach road on Pandu river between village Kasigawan and Naya Niwada road under block Kakwan of District Kanpur Nagar (By Well foundation).

Providing and constructing one span service road to reach island location from one pier location to another pier location.

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 5.50 m dia. Well.

Sinking of well up to 5.50m 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.MORTH 1200 (12.12A)( Depth below bed level up to 3.00M )

Sinking of well up to 5.50m 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.MORTH 1200 (12.12A)(Beyond 3.0M up to 10.00M)

Sinking of well up to 5.50m 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.MORTH 1200 (12.12A)(Beyond 11.00M to 18.00M)

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 Cement Concrete in well Foundation complete as per drawing and Technical Specifications.tions.

Plain/Reinforced Cement Concrete M-25 in Well Foundation Complete as per drawing and technical specifications.

Plain/Reinforced Cement Concrete in Well Foundation Complete as per drawing and technical specifications.(Intermediate Plug M-20 )

Sand Filling in Wells complete as per drawing and technical specifications

Plain/Reinforced Cement Concrete M-30 in Well Foundation Complete as per drawing and technical specifications.

Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications

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

Supplying fitting and fixing in position true to line and level elastomaric bearing confirming to IRC 83 Part-II section-IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications.

Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, 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 and clause 2606 of MoRTH specifications for road & bridge works.

Drainage Spouts complete as per drawing and Technical specification

Furnishing and placing Reinforced M-35 cement concrete in Super-structure complete as per drawing and Technical Specifications

Crash Barrier for bridge (Height 1550 mm) as per details given IRC-5 (fig-3)(Surface Area-0.514 sqm .For 1 meter length)

PCC M15 Grade as levelling course below approach slab complete as per drawing and technical specifications

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.(M-30)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing and laying Filter material of 40mm stone-ballast underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying boulders apron on river bed/Slope Pitching for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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 specifications

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and backfilling in trenches with excavated suitable material.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size... compected by vibration including curing for 14 days.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204

Excavation for road work in Soil with hydrolic Excavator of 0.90 cum bucket capacity including cutting and loading in tipers,triming bottom and side slope ,in accordance with requirments of lines ,grade and cross -sections, and transporting to the embankment location with lift upto 1.50 m and lead upto 1000 as per MORD Technical specification Clause 302.3

Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 ( For 1.0 km carted earth)

Construction of granular sub-base 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 ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density

Construction of Shoulder 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

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .

Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412

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 (For Add.Approch road)

Construction of Shoulder 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 (For Add. Approch road)

Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (1000 mm Dia pipe)

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (750 mm Dia pipe)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.

Lettering and painting of culvert and parapet etc.complete.

Providing and fixing of kilometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I.(Km -stone).

Providing and fixing of Hectometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I. (Hecto mt. -stone)

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