Widening and Strengthening work of Vijay Nagar Chauraha to NH-2 bypass (ODR) Lucknow-Jhansi road Chainage 85.200 to Chainage 92.250 (including 1450 meters of truck lay-by) under district Kanpur Nagar (Including 5 Years of Maintenance).

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous Surface)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Granular Surface)

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.

Construction of subgrade and earth shoulder with material deposited from roadway cutting ---Construction of embankment with approved material 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 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 granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification clause 401. (Coarse Graded Material)

Construction of granular sub-base (By retained material available at site) at site, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG30) @ 4.0 per cent 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 laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG30) @ 4.0 per cent 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. (Without Granular Material)

Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG40 @ 4.5 per cent 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 laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 per cent of 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. 507 complete in all respects.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409(Including Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

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.

RCC Grade M20 using batching plant transit mixer & manual placing

Supplying, fitting and placing TMT steel reinforcement complete in sub-structure as per drawing and Technical Specification

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Prestressed / reinforced cement concrete grade M-20 & above By Machenical Means (For Box Culvert)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Dismantling Brick / Tile work In cement mortar. (By Manual Means) (For Box Culvert)

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. (For Box Culvert)

Plain cement concrete Grade M15 in open foundation complete as per drawing and Technical Specifications using batching plant transit mixer & Concrete pump (For Box Culvert)

RCC Grade M25 Using Batching Plant transit mixer & Concrete Pump. (For Box Culvert)

Plain cement concrete Grade M20 in open foundation complete as per drawing and Technical Specifications using batching plant transit mixer & Concrete pump (For Box Culvert)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (For Box Culvert)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (For Box Culvert)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (For Box Culvert)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (For Box Culvert)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (For Box Culvert)

Thermoplstic Paint -Providing and Laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Repeated Bars-Providing and Laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc. all T&P/machine, material and labour required for proper complition of work. In centre line, side line, stop line, Zebra line, etc.

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. (HM Stone)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. (KM Stone)

Supply and fixing of welded builtup cantilever structure of 6 mtrs. Span comprising of one verticle post 6 M high made up of 300 mm N.B. (M) class MS pipe as vertical member welded with 10 mm MS plate at top and bottom for bearing and horizental frame comprising of 50 mm NB medium class main pipes and 40 mm class medium NB pipes bacing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamel paints,(Including Trade Tax for work including cost of foundation work in 1:2:4 CC reinforced with approved design / drawing of the work and as per direction of Engineer Incharge .

Supply of fully Retro Reflective sign board made of 4 mm thick ACM sheet (Type 4 double side) face to be fully covered with high Intensity encapsulated lens long types as per colour required. The Retro reflective sheet shall be processed on base Aluminium will be provide with frame of 40 x 40 x 4 mm angle all around cross with proper clamping arranged of fix cantilever structure. The back of the aluminium sheet be powder coated.

Supply & Fixing of Delineator made of Micro Prismetic Retro Reflective Sheeting Duly Laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across observations & External Engles Each L.D.S. panel lenghth of 33 inch & ridge shall be approximate L.D.S. Panel is to be Firmaly Fixed on Existing M.S. Ray Weldingh as & When Required.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. Direction plate 80 x 60 rectangular.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. x) 30X90 cm (Left/Right) Object Hazard

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stone, refixing of displaced guard stone etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for Ist year @ 0% coste of work of total work of amount of item 1 to 39.

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stone, refixing of displaced guard stone etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IInd year @ 0.25% coste of work of total work of amount of item 1 to 39.

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stone, refixing of displaced guard stone etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IIIrd year @ 0.50% coste of work of total work of amount of item 1 to 39.

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stone, refixing of displaced guard stone etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for IVth year @ 0.75% coste of work of total work of amount of item 1 to 39.

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stone, refixing of displaced guard stone etc. As per direction of E/I for the period of 5 years from the actual completion of work .( Excluding G.S.T.) (as per performance Index Anexure-II) mentioned in GO No. 17 /2024 /sa-113 /23-1-2024-23-1099/113/2023 Dt. 16.10.2024 & Enc letter no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) Maintence cost for Vth year @ 1.00% coste of work of total work of amount of item 1 to 39.

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