Widening and strengthening of the road from Nakha Railway Crossing to Jhungia Gate via HURL Sainik School and Kendriya Vidyalaya in Gorakhpur district including 5 years of maintenance and repair Lot No 1 of 2

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 ii (A) Sr. no 2.03 (Including Labour Cess but GST will paid extra as applicable)

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 As per MoRT&H Specification 301, Sr. No. 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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.As per MoRT&H Specification No.305, Sr No. 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

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 305, Sr No. 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Construction of sub-grade and erthen shoulders 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. (for patri work in Non abadi portion) As per MORTH Specification 305, Sr No. 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Granular Sub-Base with Graded Material (Table:- 400-1) 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 end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification 401 B, Sr No. 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Cemented Treated Base (CTB) 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. (including labour cess and GST will be paid extra)

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Plant Mix Method) 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 Mechanical paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H Specification 406 A, Sr. No. 4.14 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Providing and applying primer coat with SS2 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. As per MORTH Specification 502 A(i), Sr No. 5.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)

Bituminous Concrete G-2 Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 507 (B), Sr No. 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)