Six-lane widening and strengthening work of the Bareilly Bada Bypass to Satellite Bareilly (Old National Highway-74 urban section, chainage 0.00 to 11.320) in Distt. Bareilly FY 2025-26

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

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. (For Compaction of earth)

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. (Cated Earth work lead for 8 km.)

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 Mechanical Paver 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 specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc.

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. (lead upto 8 km. )

Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.70 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom.

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-10@ 4.0 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 laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 4.0 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 using VG-10 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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.

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. As per SOR NS Road Item No 1

Providng and fixing steel angle frame (75 cm X 75 Cm )for Man hole in drain slab using Steel equal angles 55 mm X 55 mm X 8mm =(4X.90)= 3.60 RM @ 6.4 Kg/ Rm taking man hole at 50m C/C As per SOR Si no 502

Providing and laying Chequered precast cement concrete tiles 22 mm thick in foot path and countryard, jointed with neat cement slurry mixed with pigment to match the shades of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortor 1:4 ( 1 cement: 4 sand). as per DSR item code No 11.20.3 dark shade pigment using ordinary cement.

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 Ref to MoRTH specifications 304 Sr.No 12.1

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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C. grade M-30)

Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.

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 and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C. grade M-20)

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204

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

Apply priming coat over new plaster & other surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes ,fine steel /wood scrappers sand papering and knotting including cost of all materials, labour abd T&P etc required for proper completion of the work. As per SOR new item 1B

Painting two coat over priming coat(but excluding cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper completion of the work. As per SOR new item 2 & 3