Construction of Bypass in Dataganj populated part of Puwayan Tilhar Dataganj Badaun road (SH.No.-126) under Dataganj Vidhansabha in FY 2025-26 in district Badaun

Construction of embankment with approved 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) with 3 Km Cartage

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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material)

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. As per MORT&H Specification 2019, 4.14 (Clause-406B)

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 MORT&H Specification 2019, S.No. 3.18 (Clause-305) with 3 Km cartage

Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORT&H Specification 2019, S.No. 5.02 (Clause-503I)

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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. 507 complete in all respects.

Providing and laying bituminous concrete (Grading-II) 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 As per MORT&H Specification 2019, S.No. 5.05 (Clause-507B)

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 2019 S.No. 9.01 clause 304.

PCC-M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100.

Plain / Reinforced cement in sub structure complete as per drawaing & complete specification RCC Grade M-30 Using batching plant transit mixer & concrete pump (Height upto 5mtr)

Plain / Reinforced cement in sub structure complete as per drawaing & complete specification RCC Grade M-35 Using batching plant transit mixer & concrete pump (Height upto 5mtr)

Plain/Reinforced Cement Concrete in sub structuree complete as per drawing and Technical Specifications 1500,1700 & 2200 (M-25)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 2706, 2200

Construction of embankment with approved 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01

Back/Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Plain/Reinforced Cement Concrete in sub structuree complete as per drawing and Technical Specifications 1500,1700 & 2200 (M-25)

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 2019 S.No. 9.03 clause 304

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MORT&H sr. no. 12.05 Technical Specifications1300.as per MORTH 2019 S.No. 12.05 clause 1300

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per MORTH 2019 S.No. 13.02 clause 1300& 2200

Laying Reinforce cement concrete pipe NP 4 / Prestressed concrete pipe on first Class bending in single row including fixing coller with cement mortar 1:2 but excuding excavation protection work backfilling, concrete and massonary works in heads walls and parapets