Construction of 1 x 30.00 meter span RCC bridge and approach road on Lower Ganga Canal at km-21 of Ramaipur-Kaindha-Sachendi- Dharmangadpur-Bhaupur Road (ODR) in District-Kanpur Nagar.

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1000 mm for piers) As per Morth specification No. 12.25 and 1100 & 1700.

Providing Steel Liner 6 mm thick for Piles upto scour depth including Fabricating and Setting out as per Detailed Drawing. MoRT&H specification no.12.22 & 1200 & 1900.

Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. MoRT&H 12.39 and specification 1100&1700.

Cement Concrete for Reinforced Concrete M 35 in Pile Cap complete as per Drawing and Technical Specification. MoRT&H 12.38 and specification 1100, 1500 &1700.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MoRT&H 12.40 and specification 1600.

Dismantling of Reinforced Concrete Pile head Complete as per Drawing and Technical Specification

Plain/Reinforced cement concrete RCC Grade M35 in sub-structure complete as per drawing and Technical Specifications. MoRT&H 13.5 and specification 1500, 1700 & 2200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per Drawing and Technical Specifications. MoRT&H 13.6 and specification 1600 & 2200.

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.

Furnishing and Placing M40 Grade Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification. MoRT&H 14.1 and specification 1500 &1600 1700.

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

Crash Barrier for bridge (Height 1100 mm) as per details given IRC - 5 (fig.-2)(Area-0.298 sqm. For 1 meter length),(M40 grade concrete & HYSD steel reanforcement)

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

Drainage Spouts complete as per drawing and Technical specification. MoRT&H 14.9 and specification 2705.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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.

Lifting, transportation, carrying to launching plateform and placing in position RCC concrete girders as per drawing and technical specifications. MoRT&H 14.13 and specification 1800 & 2300.

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

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

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 (carted earth 3 km)

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 (carted earth 3 km)

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 graded stone aggregate to wet mix macadam with 1% cement and 3.5 % Emulsion Specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 laying dense graded bituminous macadam with 120 TPH batch type HMP producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grading-II including bitumen VG-30..

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.including bitumen VG-10.

Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. Grading-II. including bitumen VG-30.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant 120 TPH, laying and rolling with a smooth wheeled roller, finished to required level and grades.including bitumen VG-10.

Providing and laying premix sand seal coat with HMP 120 TPH using crushed stone chipping 6.7 mm size and penetration bitumenof suitable grade.including bitumen VG-10.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Construction of granular sub-base IV by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401

Providing and laying Filter material underneath pitching in slopes 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