Widening and Strengthening of PSHL Road Km. 81 to Mudiya Pamar Kotawari Road (ODR) in Distt Shahjahanpur (Fin Year 2025-26)

Scariffying the existing bituminous roadsurface road surface to a dept of 50 mm and disosal of scarified material withen all lift and lead up to 1000 metres.

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 embankment with approved material obtained from borrow pits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305.

Construction of subgrade 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(Carted Earth)

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 and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification Clause 502 (5.1)

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 grade @ 4.50% minimum 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 505 complete in all respects. Grade II

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 machanical broom .

Providing and laying bituminious concrete with higher capacity batch type HMP 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 507 complete in all respects.

Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. SOR Road work New Item

Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 metres

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 Bridge)

Fillling in foundation trenches as per drawing and technical specification Clause 304 (For Bridge)

Providing Laying Plane/RCC in open foundations & sub-structure complete as per drawings and TS Clause (RCC grade M15) (For Bridge)

Providing Laying Plain reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause (RCC grade M20) (For Bridge)

Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause (RCC grade M25) (For Bridge)

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

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 (For Bridge)

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 (For Bridge)

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 (For Bridge)

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 1000 m as per Technical Specification Clause 301.5 ( Carted earth) (For Bridge)

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. (For Bridge)

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.

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.

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

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 HP)

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 HP)

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 (350 mm dia HP)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M25

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M-20 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M-20

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

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