Widening and Strengthening of Banda Khutar Road Km. 3 to Pilibhit Basti Road via Sunasarnath In Distt Shahjahanpur (Fin Year 2024-25)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305. (For Carted Earth upto 2.0 Km).

Construction of Subgrade and Earthen Shoulders with approved material deposit at site from roadway cutting an excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.2. (Only Compaction)

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 paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as MoRTH specification clause 406. (Wet Mix Macadam 3.50% emulsion+1% cement) Stabilized WMM

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC)

Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects.

Earthwork in excavation of Foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling with approved material. (Mechanical Means)

Plain Cement Concrete 1:3:6 nominal mix in foundations 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.

Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.

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

Plain cement concrete M15 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Hume Pipe Culvert)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1000 mm dia)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (900 mm dia)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (600 mm dia)

Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M25 using batching mix plant (For Drain Cover)

Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per Technical Specification Clause 301.5

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mas per Technical Specification Clause 202.

Earthwork in excavation of Foundation of structures as per drawing and technical specifications 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 with including dewatering as per TS (For Box Culvert)

Sand Fillling in foundation trenches as per drawing and technical specification Clause 304

Providing Laying Plane/RCC in open foundations & sub-structure complete as per drawings and TS Clause RCC grade M15 using batching mix plan (For Box Culvert)

Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M25 using batching mix plant (For Box Culvert)

Providing Laying Plainreinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M15 using batching mix plant (For Box Culvert)

Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications (For Box Culvert)

Providing Weepholes in brick masonary/ Stone masonary, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extendeng through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and Laying of filter media of granular material/brick bats/ crushed aggregate satisfying the requirment laid down in clause 2504.2.2 of MORT&H Specification to the specified thicknese to small size to bigger sizebehind under Pitiching etc. complete as per drawing and Technical Specification Clause

Providing and Laying boulder apron for river bed/specified place for protection against scour with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing not less than 25 Kg, laid dry complete as per drawing and Technical Specification

Fixing Km, stoen, hectometer stone etc complete. Miscellanious work as lattering and painting on km, hectometer stones and culvert provision.

M/s Hanu Infrastructure Pvt Ltd (BID ID -4850712)

Srsc Infra Private Limited (BID ID -4952075)

M/S SOBTI INFRATECH LIMITED (BID ID -5092701)

M/s Raj Laxmi Enterprises (BID ID -5094043)