Year 2026-27 Widening and strengthening of the road from chainage 0.000 to 0.500 of the Lavar link road via Bamnpuri from Pathakpur Nadha road for the government FCI project in village Khijarpur of Tehsil Gunnaur of Distt Sambhal

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 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Construction of Sub-grade and Earthen shoulder with approved material obtained form Borrowpits with all lifts and leads, transporting 3 km upto site, spreading, grading to required slope and compected to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (i) By Mechanical Means using Hydraulic excavator close no 3.15 Spe 305.4.3 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

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. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Providing and applying primer coat with SS -1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

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. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Providing & applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 MORTH specification clause No. 509 complete in all respects and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

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 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.