Widening and Strengthening of Kaptanganj Jhanga Road in District Kushinagar in FY 2023-24

Amount

Construction of embankment with approved material obtained from road side with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MoRT&H specification clause no. 305 complete in all respect and as per direction of Engineer-in-charge.

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 as per MoRT&H specification clause no. 305 complete in all respect and as per direction of Engineer-in-charge.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading 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 1000m as per MoRT&H specification clause no. 301 complete in all respect and as per direction of Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits with all lifts and 1 Km. lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MoRT&H specification clause no. 305 complete in all respect and as per direction of Engineer-in-charge.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density as per MoRT&H specification clause no. 401 complete in all respect and as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to stabilized wet mix macadam (ETA) 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 including 1% cement and 3.50% bitumen emulsion as per MoRT&H specification clause no. 406 complete in all respect and as per direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50 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 and as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. and as MoRTH Specification no.503 complete in all respect and as per direction of Engineer-in-charge.

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 VG-30 @ 5.40 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 respect and as per direction of Engineer-in-charge.

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 as per MoRTH Specification no.305 complete in all respect and as per direction of Engineer-in-charge.

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 as per MoRTH Specification no.304 complete in all respect and as per direction of Engineer-in-charge.

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 as per MoRTH Specification no.2100 complete in all respect and as per direction of Engineer-in-charge.

Plain cement concrete in foundation/superstructure M25 grade complete as per drawing as per MoRTH Specification no.1500 &1600 1700 complete in all respect and as per direction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing as per MoRTH Specification no.1600 complete in all respect and as per direction of Engineer-in-charge.

Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling as per S.I. No 762(b) complete in all respect and as per direction of Engineer-in-charge.

Providing and laying of 1200 mm dia Hume Pipe complete in all respect and as per direction of Engineer-in-charge.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials within a distance of 60 m (200ft.) as per S.I. No 692 complete in all respect and as per direction of Engineer-in-charge.

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 m. as per S.I. No 694 complete in all respect and as per direction of Engineer-in-charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing as per MoRTH Specification no. 1300 complete in all respect and as per direction of Engineer-in-charge.

Sand Filling in Foundation Trenches as per Drawing as per MoRTH Specification no. 304 complete in all respect and as per direction of Engineer-in-charge.

Providing and laying Cement concrete wearing coat M-30 grade including complete as per drawing as per MoRTH Specification no.2702 complete in all respect and as per direction of Engineer-in-charge.

Providing and fixing of weep hole with 110mm pvc pipe including supply of all material complete in all respect and as per direction of Engineer-in-charge.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing as per MoRTH Specification no. 1300 complete in all respect and as per direction of Engineer-in-charge.

Struck pointing with cement mortar consisting one part of cement 2 part of fine sand of 1.25 fine FM on brick work as per SI no. 574 complete in all respect and as per direction of Engineer-in-charge.

Supply and Laying of 900 mm dia NP-3 hume pipes including Collar complete in all respect and as per direction of Engineer-in-charge.

AJAY ASSOCIATES

Ajay Builders Engineers & Construction OPC Pvt. Ltd.

M/S M V D INFRA DEVELOPERS PRIVATE LIMITED