Widening and strengthening of 04 lane on Bharuhana Sardar Patel Chauraha to Medical College Road (Jamunhiya Binani Degree College Road and Mirzapur-Bhatauli-Kachhawa Road) (05 years maintenance 2.50 Percent of the cost of construction work)

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. :- Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming botom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of Embankment with Material deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requírement of table 300-2

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base using crusher run, 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 (Two Layer Drainage & Sepration)

Providing, laying spreading and compacting well graded stone aggregates as wet mix macadam specification including premixing the material at OMC in mechanical WMM mixing plant, carriage of mixed material by tipper to site and laying with paver in base course on well prepared surface, compacting with vibratory roller to achieve the desired density. Including cost of material, T&P, labour and all taxes etc. for proper completion of the work. Complete work as per MORT&H specification No. 406.

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 0.60 kg/sqm using mechanical means

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects. (Grade-1)

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes 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. (Grade-II)

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects

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.

Filling in foundation or plinth by local fine sand in layer not exceeding 150 mm. as directed and consolidating same by through saturation with water ramming complete, including the cost of sand.

Brick work with 1st Class Brick in cement mortar (1:6) (a) In foundation & Plinth As per SOR SI No-303

Brick work with 1st class bricks in cement mortar (1:5) in ground floor. As per SOR SI No- 304

Plaster (to wall, floor celling etc) with sand and cement morter including rounding off or chamfering corners as directed and ranking out joints including throughting, nosing and drip course, scaffolding /staging where necessary ( In ground floor).

Finishing wall with water proofing cement paint of approved make and quality on new work with coat to give an even shed, including supply ofmaterials, labours and T&P required for proper completion of work.as per SI No-660

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.

R.C.C. in 1:1.5:3 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes, royality but excluding cost of steel including supply of all material, labour, T&P and etc. required for proper completion of the work as per direction of E/I.

Supply of 1000 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work.

Laying of 1000 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 15 )

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing concrete for reinfoced Cement concrete in sub structure as per drawings and technical specification clauses R.C.C. Grade M 30

Providing & fixing weep holes as per SOR (MLNS-3)

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