Widening and Strengthening of Bhamora Shahbad Bilari Road (SH-125) From Ch. 46.700 To 72.300 in District Rampur

Amount

Part -A Widening & Strengthning Work

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 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing and laying Dense Graded Bituminous Macadam (Grade-I) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4% 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 specifications clause No. 505 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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-40 @ 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 Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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. 507 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Part -B Widening of culverts and construction of Bridges

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 Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Plain Cement Concrete M15 in Open Foundation complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Reinforced cement concrete-M25 in sub-structure as per drawing complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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) complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications. PCC Grade M-20 Using Batching Plant & manual laying. complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

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 but excluding G.S.T

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Pointing with cement mortar (1:3) on brick work in substructure.. Morth specification 1300 & 2200 complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Plastering with cement mortar (1:3 ) on brick work in sub-structure complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and complete as per Technical Specifications and as per directions of Engineer-in-Charge but excluding G.S.T

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 26 (Excluding G.S.T.) (I) Maintainance of First Year (@0% of Total Work Amount of S.No. 1 to S.No.26)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 26 (Excluding G.S.T.) (I) Maintainance of Second Year (@0.25% of Total Work Amount of S.No. 1 to S.No.26)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 26 (Excluding G.S.T.) (I) Maintainance of Third Year (@0.50% of Total Work Amount of S.No. 1 to S.No.26)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 26 (Excluding G.S.T.) (I) Maintainance of Fourth Year (@0.75% of Total Work Amount of S.No. 1 to S.No.26)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 26 (Excluding G.S.T.) (I) Maintainance of Fifth Year (@1% of Total Work Amount of S.No. 1 to S.No.26)

GSR Infratech pvt ltd (BID ID -4930108)

M/S A B INFRAZONE PRIVATE LIMITED (BID ID -4861544)

M/S M A DEVELOPERS AND ENGINEERS (BID ID -4876330)

M/S CHAUDHARY ASSOCIATES (BID ID -4934834)

SRS EXPRESS PRIVATE LIMITED (BID ID -4908325)

RCC DEVELOPERS PRIVATE LIMITED (BID ID -4876389)