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Tender For Renovation Work On Khudabakspur Sisoni Marg To Sisona Marg - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling Wit, saharanpur-Uttar Pradesh

Public Works Department has published Tender For Renovation Work On Khudabakspur Sisoni Marg To Sisona Marg - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling Wit. Submission Date for this Tender is 07-02-2025. Road Work Tenders in saharanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

47527561
Tender For Renovation Work On Khudabakspur Sisoni Marg To Sisona Marg - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling Wit
Open Tender
Indian
Uttar Pradesh
Saharanpur
07-02-2025

Tender Details

Tender For Renovation work on Khudabakspur Sisoni Marg to Sisona Marg - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 density Grading 3 as per Technical Specification Clause 405. complete in all respects but excluding GST. 2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as per direction of Engg-in-Charge complete in all respects but excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508. as per direction of Engg-in-Chargecomplete in all respects but excluding GST. 4 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510as per direction of Engg-in-Chargecomplete in all respects but excluding GST. 5 Earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 M. liftand 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineerincharge.(Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move) SI. No. 253 (a) (Excluding GST.) Complete.

Key Value

Document Fees
INR 856 /-
EMD
INR 135000.0 /-
Tender Value
INR 13.50 Lakhs /-
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