Construction of road from Itaunja Mahona Kumbhrawa Kursi Dewa Chinhat Marg (MDR 88C) Km. 46.000 to Kishan Path Km. 91(4 Lane) in District Barabanki

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 Ref.No.- 301 Sr.No.- 3.06

Construction of embankment with approved material obtained from borrow pits with all lifts and leads spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H Ref.No. 305 Sr.No. 3.16 (Carted earth Lead 5 Km.)

Construction of granular sub-base Grade -I by providing Close 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 as per MORT&H Ref.No. 401 Sr.No. 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Ref.No. 406 Sr.No. 4.14

Providing and applying primer coat with bitumen emulsion SS-1 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 MORT&H Ref.No. 502 Sr.No. 5.01

Providing and laying Dense Graded Bituminous Macadam (DBM Grade-I) using crushed Kabrai aggregates of specified grading, premixed with bitumen VG-30 @ 4.00 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher l to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Ref.No. 505 Sr.No.5.04 (A) complete in all respects.

Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface as per MORT&H Ref.No. 503 Sr.No.5.02

Providing and laying Bituminous Concrete (BC Grade-II) using crushed aggregates of specified grading, premixed with bitumen VG-30 @ 5.40 per cent of 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 MORT&H Ref.No. 507 Sr.No.5.05 (B) complete in all respects.

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 drawing and Technical specifications MORT&H Ref.No. 304 Sl.No. 12.01B(I)

Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.