Widening and Strengthening of Agapur Road to Rampur Bypass Sampark Marg from ch. 0.000 to 0.940 in Ditt. Rampur. .(including 05 years maintenance).

Excavation for roadwork in soil with hydraulic excavator of 0.90 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 complete as per technical specification and as per direction of E/I including all taxes but excluding GST

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 complete as per technical specification and as per direction of E/I including all taxes but excluding GST

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. including lighting guarding barricating & maintinanace of diversion etc complete as per technical specification and as per direction of E/I including all taxes but excluding GST

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. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and laying Dense Graded Bituminous Macadam (Grade -2)with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% 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. 505 complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared Granular surface cleaned with mechanical broom. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and laying bituminous concrete (Grade -2)with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 to 5.60 % of mix and filler, transporting the hot mix to work site, laying with a hydro static 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 as per technical specification and as per direction of E/I including all taxes but excluding GST

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.

Excavation for Structures; 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) complete as per technical specification and as per direction of E/I including all taxes but excluding GST

PCC 1:3:6 in foundation; 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. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and Technical Specifications. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.12)

IInd Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.12)

IIIrd Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.12)

IV Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.12)

Vth Year Maintainance (@1.00% of Total Work Amount of S.No. 1 to S.No.12)

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