Widening and Strengthening of Rampur-Kemri road from Km 2.000 to the Government Polytechnic College (ODR) from Chainage 0.000 to Chainage 2.000 in district Rampur in the financial year 2026-27 (Including 5 years of maintenance)

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 -301(3.11)

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.

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km. leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

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

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with 4% portland cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer with paver as cemented base on sub base/subgrade (modified soil) and compacting with the road roller to achieve unconfined compressive strength as specified by Engineer-in-Charge. CTB

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications 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 under base and compacting with vibratory-roller to achieve the desired density. Laying using grader

Providing and applying primer Coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying of primer @ 0.60 kg/sqm using mechanical means.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherwith 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. 507complete in all respects.

Supply & Fixing 80 mm thick Precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high gloss finish, skid reditant. manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658-2006 with a 4 cm thick layer of fine sand including cost of material,labour, T & P TAXES etc requried for proper completion of the work as directed by Enginner- in-charge.

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. Ordinary soil (Depth upto 3Mt)