Widening and Strengthening of Bilaspur Milak Road Km-5 to Dhavni Chainpur Road (ODR) from Ch. 0.000 to 13.000 in District Rampur (including 05 years maintenance).

Part-A 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 sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 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, 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 applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.25 kg per sqm on the prepared Granular surface cleaned with mechanical broom.

Providing and laying Dense Graded Bituminous Macadam 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 @ 4.50% 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 in all respects.

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.

Providing and laying bituminous concrete 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 % 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. 509 complete in all respects (509) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c.

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)

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) SI-255 required for proper complition of the work.

Plain M-15 Cement concrete complete as per Drawing and MORTH Techincal Specifications. PCC Grade M-15 Using Batching Plant & manual laying.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications.

Providing and laying reinforced cement concrete in superstructure as per drawing and MORTH technical specifications Clauses 1500, 1700 and 2100 R.C.C M 25 using batching plant, transit mixer & manual laying.

Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications as per drawings and clause 710.1.4.of IRC:78 & 2200 of MORT&H specifications (2001)

Cement concrete 1:3:6 in foundation with cement, coarse sand & 40mm gauge stone ballast complete as per Technical Specifications and as per directions of Engineer-in-Charge.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications, as per directions of Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts complete as per Technical Speficiation and as per directions of Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP3 300mm dia for culverts complete as per Technical Speficiation and as per directions of Engineer-in-charge.

Pointing with cement mortar (1:3) on brick work in substructure.. Morth specification 1300 & 2200 complete as per Technical Speficiation and as per directions of Engineer-in-charge.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications complete as per Technical Speficiation and as per directions of Engineer-in-charge.

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and Technical Specifications.

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

5th Km Stone

Ordinary Km Stone

Hectometer Stone

Part-B Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.26.3)

IInd Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.26.3)

IIIrd Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.26.3)

IV Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.26.3)

Vth Year Maintainance (@1% of Total Work Amount of S.No. 1 to S.No.26.3)

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