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Tender For Bahor Chhapra Kilometer 02 To Abadkari Beach Tola Link Road, kushinagar-Uttar Pradesh

Public Works Department-PWD has published Tender For Bahor Chhapra Kilometer 02 To Abadkari Beach Tola Link Road. Submission Date for this Tender is 20-02-2024. Road Work Tenders in kushinagar Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42253563
Tender For Bahor Chhapra Kilometer 02 To Abadkari Beach Tola Link Road
Open Tender
Indian
Uttar Pradesh
kushinagar
20-02-2024

Tender Details

Tender For Bahor Chhapra Kilometer 02 To Abadkari Beach Tola Link Road ; 1 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Incluidng Spreading In Uniform Thickness Hand, Packing, Rolling With Threewheel80-100 Knstatic Smooth Roller In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Dencity Grading 3 ( 53 Mm To 22.4 Mm ) As Per Technical Specification Clause 405 ( Excluding Gst ) 2 Providing And Applying Tack Coat With Bitumen Vg-10 Using Bitumen Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous Surface As Per Technical Speicification Clause 503. ( Excluding Gst ) 3 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of 2 / 3 Part 13.2 Mm ( 22.4 Mm - 11.2 Mm ) And 1 / 3 Part 11.2 Mm ( 13.2 Mm-5.6Mm ) Nominal Size Stone Grit Using Vg-10 Bitumen To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades. To Be Followed By Seal Coat Of Type C As Per Techincal Specification Clause 506. ( Excluding Gst ) 4 Providing And Laying Seal Coat By Manual Means With Vg-10 Grade Bitumen Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C As Per Technical Specification Clause 508 ( Excluding Gst ) 5 Earth Work In Cutting Or In Embankment In Ordinary Soil, Excavation To Be In The Form Of Regular Pits Not Exceeding 0.5M In Depth And Earthwork In Embankment To Be In 20Cm. Layers, Including Ramming And Dessing The Surface To Required Levels & Slopes & Also Including 1.5M. Lift & 30M. Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks Within 30M. Distance As Directed By The Engineer-In-Charge. ( Excluding Royalty ) . ( Excluding Gst )

Key Value

Document Fees
INR 944 /-
EMD
INR 258000.0 /-
Tender Value
INR 25.80 Lakhs /-

BOQ Items

Name of Work:
Sl. No. Item Description
1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand, packing, rolling with threewheel80-100 KNstatic smooth Roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required dencity Grading 3 (53 mm to 22.4 mm) as per technical specification clause 405 (Excluding GST)
2Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface as per Technical Speicification Clause 503. (Excluding GST)
3Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 2/3 part 13.2 mm (22.4 mm - 11.2 mm) and 1/3 part 11.2 mm (13.2 mm-5.6mm) nominal size stone grit using VG-10 Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. to be followed by seal coat of Type C as per Techincal Specification clause 506. (Excluding GST)
4Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 508 (Excluding GST)
5Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty). (Excluding GST)
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