Construction work of new bridge of 1X10 m span in place of the destroyed minor bridge at Km 2 of Bahora Tappa link road in District Ghazipur

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. by Machanical Means

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 diametre 1200 mm) morth item no 12.25

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 backfilling with approved material.morth item no 12.25

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.MORT&H specification 12.41

Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. pile cap

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.morth item no 3.11 Removal of Unserviceable Soil with Disposal upto 1000 metres

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Morth item no 12.40

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.morth item no 12.22

Plain/Reinforced cement concrete Grade M-35 in sub-structure complete as per drawing and Technical Specifications morth item no 13.5 H case (I) (q) Height 5m to 10m

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications morth item no 13.6

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 13.16

Furnishing and Placing Reinforced/ Prestressed cement concrete M 40 in super-structure as per drawing and Technical Specification morth item no 14.1 E case 1 (q)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications morth item no 14.2

Drainage Spouts complete as per drawing and Technical specification morth item no 14.9

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.morth item no 14.22

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification morth item no 14.10

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification ,orth item no 14.11

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications morth item no 14.04

Providing and laying Filter material underneath pitching in slopes complete as drawing and Technical Specifications morth item no16.05

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 16.04

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of granular sub-base by providing coarse 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.

Providng & laying , spreading and compacting stone aggregates of specific sizes (45-63mm S.S.B.) to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 2 as per Technical Specification Clause 405.

Providing laying spreading and compacting stone aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding materials Type-B 11.2mm to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

Brick eddiging 7 cm wide on both side of road with M-150 bricks as per PWD specification

Providing and applying primer coat with bitumen emulsion (SS-2) 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 Bitumen VG-10 using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm 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 smooth wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.

Providing and laying seal coat Type C using Dala stone chips passing 100% from 9.5 and retaining 100 % on 2.36 mm.sieves and @ 0.65 kg / sqm. bitumin VG-10 including heating mixing laying etc. complete

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.