Strengthening of Bazeerganj Kaser Kataiya via Vijay Nagla to Asis Barkhain Road (O.D.R.) in chainage 9.000 to 22.650 under Nabard in F.Y. 2024-25 in District Badaun.

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, requisite type of screening/binding ,materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 404)

Providing, laying, spreading and compacting stone aggregate (WMM) after mixing with water at OMC in machanical mix plant carriage of mixded material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achive the desired density.

Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects

Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2

Construction of embankment with 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. (Carted Earth Up to 2 Km)

Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications

Plain/Reinforced Cement Concrete 1:2:4 in drain/Culvert complete as per Drawing and Technical Specifications. complete as per MORTH IInd Revision 2019 Specification Clause 1500,1700& 2100

Pointing with cement mortar 1:3 on brick work in Substructure as per Technical Specifications

RCC Grade M 20 using batching plant, transit mixer & manual placing.

Supplying, Fitting and Placing un- coated HYSD bar Rainforced cement in Foundation complete as per Drawing and Technical Specification.

M/s Hanu Infrastructure Pvt Ltd (BID ID -4839533)

M/S A B INFRAZONE PRIVATE LIMITED (BID ID -5021467)

SHYAMA CONSTRUCTION (BID ID -5024303)

M/S M A DEVELOPERS AND ENGINEERS (BID ID -5024361)

M/S ARYA CONSTRUCTION CO. (BID ID -5023897)