Widening and Strengthening work of Devipur Kailayi Baraur Baliharamau Road ODR for connecting Block Malasa with Two Lane

Amount

Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and laoding in tippers, trimming bottom 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 1000 m as per clause 301.

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

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

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.

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clause-401.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub-base/subgrade and compacitng with the road roller to achieve the desired density.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 Kg. per square metres on the prepared bitumenous / granuler surface cleaned with mechanical broom as per Morth specification no. 503 also including cost of Bitumen.

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.

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as pe MORTH specification Clause 2100.

Plain/Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700 & 2100.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications 1300.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 1300 & 2200

Supplying, fitting and placing HYSD Bar reinforcement in sub structure complete as per drawing and technical specification 1600 & 2200.

Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe as per technical specification Clause 1100.

Supply and fixing of 350 mm dia NP-3 hume pipe gule culvert as per drawing and technical specification clause 1100.

DELTA ERECTORS PVT LTD

KAILA DEVI CONSTRUCTION