Sultanpur road evam kishan path ke bayi aur isthit gram bakkas, chaurya, chaurasi, malukpur noorpur, behta mastemau, dular mau ke antergat prastavit mahayojna marg (Road no-08, Length 1480 mtr) ka karya.

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil DSR - 2020 (Horticulture)- 2.28.1

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 301.5 (Including Costing Of Earth) - ANALYSIS ROAD WORK-15

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 and loader at OMC ,and compacting with vibratory roller to achieve the desired density , complete as per clause 401 - MOR 401/4.01 (B)

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 sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density . - MOR 406/4.14 (B)

tack coat on bituminous surfaces - providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom . - MOR 503/5.02 (PSR) (tack coat on bituminous Surfaces)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom - MORTH ANALYSIS 2.02-503

providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. - MOR 505/5.04(B)

providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mixed and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. - MOR 507/5.05 (B)

Construction of cement concrete kerb with channel with top ant bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M 15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M 20 Grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machin, foundation concrete laid manually, all complete as per clause 409 - MoRTH 804 (8.1)

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. DSR 2023- 16.49