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Tender For Damage Repair Ch. 93.00 To 95.00 Of Nh-330D In District Hardoi., hardoi-Uttar Pradesh

Ministry Of Road Transport And Highways has published Tender For Damage Repair Ch. 93.00 To 95.00 Of Nh-330D In District Hardoi.. Submission Date for this Tender is 06-03-2024. Uniform Tenders in hardoi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42613703
Tender For Damage Repair Ch. 93.00 To 95.00 Of Nh-330D In District Hardoi.
Open Tender
Indian
Uttar Pradesh
hardoi
06-03-2024

Tender Details

Tender For Damage Repair Ch. 93.00 To 95.00 Of Nh-330D In District Hardoi.; 1 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. 2 Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.70Kg / Sqm Using Mechanical Means . 3 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. ( Ref. To Mort&H Specification No.503 ) 4 Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Percent 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 Mort&H Specification Clause No. 505 Complete In All Respects. 5 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. ( Ref. To Mort&H Specification No.503 ) 6 Providing And Laying Bituminous Concrete 30Mm Withhigher Capacity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Plastic Waste ( Ldpe, Mdpe, Pet Or Pur ) @ 8% By Weight Of Bitumen And Bituminous Binder Vg-40 @ 5.4Per Cent ( Including Percent Of Plastic Waste ) 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 Respect. 7 Cleaning Jungle Including Uprouting Of Trunk Vegetation Grass, Bush, Wood, Tries And Saplings Of Grith Upto 30 Cm . Measured At A Height Of 1 Metres Above Ground Level And Removal Of Rubbish Up To A Distance Of 50 Mtr Out Side Of The Peripheri Of Area Cleared. Sor Unnao Ciecle Ch. 4 Sl. 8 ( 259 ) 8 Construction Of Embankment With Approved Material Obtained From Available Land As Permitted And Approved By Engineer In Charg And As Per Technical Specifitaion Clause 301.3.4.1 , With All Lifts And Leads Spreading Grading To Required Slope And Compacting To Meet Requirmentof Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5. Sor Unnao Ciecle Ch. 4 Sl. 2 ( 253 )

Key Value

Document Fees
INR 2714 /-
EMD
INR 339000.0 /-
Tender Value
INR 33.83 Lakhs /-

BOQ Items

Name of Work: Damage Repair Ch. 93.00 to 95.00 of NH-330D in District Hardoi.
Sl. No. Item Description
1Providing, 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.
2Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means .
3Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.(Ref. to Mort&H Specification No.503)
4Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MORT&H specification clause no. 505 complete in all respects.
5Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.(Ref. to Mort&H Specification No.503)
6Providing and laying bituminous concrete 30mm withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with plastic waste (LDPE,MDPE,PET or PUR)@ 8% by weight of bitumen and bituminous binder VG-40 @ 5.4per cent (including percent of plastic waste)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 respect.
7Cleaning Jungle including uprouting of trunk vegetation grass, bush, wood, tries and saplings of grith upto 30 cm . Measured at a height of 1 metres above ground level and removal of rubbish up to a distance of 50 mtr out side of the peripheri of area cleared. SOR Unnao Ciecle Ch. 4 Sl. 8(259)
8Construction of embankment with approved material obtained from available land as permitted and approved by Engineer in charg and as per technical specifitaion clause 301.3.4.1 , with all lifts and leads spreading grading to required slope and compacting to meet requirmentof tables 300.1 and 300.2 as per technical specification clause 301.5. SOR Unnao Ciecle Ch. 4 Sl. 2(253)
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