Widening And Strengthening of Ajbapur to Jahanikhera H.P.C. road via NH-24 Ch. from 0.000 to 0.530 and Ch. 2.330 to 5.430 (Length 3.630 Km) under Rajya yojana (samanya) scheme in FY-2021-22 in Distt Hardoi

Amount

Construction of embankment with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2. CH 0.00 - 0.530

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 other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. CH 0.00 - 0.530

Construction of subgrade with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table (only compaction)( Including labour Cess). CH 0.00 - 0.530

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. CH 0.00 - 0.530

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. CH 2.330 - 5.430

Providing, laying, and spreading graded stone aggregate to Stablized wet mix macadam (cement 1% OPC & 3.5% SS Bitumen emulsion by weight of mix. ) and 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 Subbase/ Base course on well prepared surface and density Compacting with vibratory roller to achieve the desired Density. CH 0.00 - 0.530

Prime coat over W M M Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90kg/sqm usingmannual means . CH 2.330 - 5.430

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. CH 0.00 - 0.530

Dense Graded Bituminous Macadam -G-2 -Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 MoRT & H Specifications Clause 507 complete in all respects. CH 0.00 - 0.530

Providing and applying tack coat withbitumen VG-10 using bitumen distributor at the rate of 0.20kg per sqm on the prepared surface cleaned with hydraulic broom . CH 0.00 - 0.530

Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 509 complete in all respects. CH 0.00 - 0.530

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 requirement of table 300-2. CH 0.00 - 0.530

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. CH 0.00 - 0.530

Brick masonry work in cement mortar 1:3 in substructure / superstructure complete excluding pointing and plastering, as per drawing and technical specification . CH 0.00 - 0.530

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. CH 0.00 - 0.530

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. CH 0.00 - 0.530

Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. CH 0.00 - 0.530

M/S GULAB AND COMPANY

AKHILESH KUMAR PATHAK

M/S MAA VINDHYAVASANI CONSTRUCTION

RAJENDRA KUMAR CONTRACTOR