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Tender For Annual Plan 2022-23 Arattupuzha Gp Kargil Junction Towards East Road Renovation Ward 11 Project No 125/2022 General Civil Work, Alappuzha-Kerala

Local Self Government Department has published Tender For Annual Plan 2022-23 Arattupuzha Gp Kargil Junction Towards East Road Renovation Ward 11 Project No 125/2022 General Civil Work. Submission Date for this Tender is 08-12-2022. Road Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

35074525
Tender For Annual Plan 2022-23 Arattupuzha Gp Kargil Junction Towards East Road Renovation Ward 11 Project No 125/2022 General Civil Work
Open Tender
Indian
Kerala
Alappuzha
08-12-2022

Tender Details

Annual Plan 2022-23 Arattupuzha Gp Kargil Junction Towards East Road Renovation Ward 11 Project No 125/2022 General Civil Work Road Tarring

Key Value

Document Fees
INR 1120 /-
EMD
INR 12656.0 /-
Tender Value
INR 5.06 Lakhs /-

BOQ Items

Work Name:Annual Plan-2022-23_KARGIL JUNCTION TOWARDS EAST ROAD RENOVATION WARD 11-project no:-125/2022 @Arattupuzha gp-General Civil Work-arattupuzhabgp
Sl. No. Item Description
1TARRING
23.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3OD72405/2022-2023:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
44.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
575.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
675.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
775.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
875.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
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