Construction of 2x16 M Span Well foundation Minor Culvert and approach road at Kaptanganj-Siswa -Nichlaul-Thuthibari-nautanwa Road MDR in km 69 Mahaw Nala in place of old Setu Lot No 2 of 2

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the-Engineer-in-charge within a distance of 60 m (200ft.) as per PWD S.No. 692 (GST will be paid extra as applicable but including labour cess)

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 m. as per PWD S.NO. 694 (GST will be paid extra as applicable but including labour cess)

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 and MoRD Sr. No. 4.18 (GST will be paid extra as applicable but including labour cess)

Prividing and laying RCC Hume Pipe NP-3 1000mm dia including Collars/spigot and Sockets type joints, confirming to BIS Specification as per S.I. 458:203 Chapter-1 Sr. No. 60(C) (GST will be paid extra as applicable but including labour cess)

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 & MoRTH Sr N0-3.16 (GST will be paid extra as applicable but including labour cess) (Cartage Earth)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 (B) & MoRTH Sr. No. 4.01 (GST will be paid extra as applicable but including labour cess)

Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406 & MoRTH Sr. No. 4.14 (GST will be paid extra as applicable but including labour cess)

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 MORTH Specification 502 (I) & Sr. No. 5.01 (Including Cost of Emulsion, labour cess but GST will be paid extra as applicable)

Providing and laying dense graded bituminous macadam Grade-II with Higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent by weight of total mix and filler, fransporting 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 (B) & Sr. No. 5.04 Complete in all respects. (Including Cost of Bitumin, labour cess but GST will be paid extra as applicable)

Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH Specification 503 (i) & Sr. No. 5.02 (Including Cost of Bitumin, labour cess but GST will be paid extra as applicable)