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Tender For Improvements To Keezhppadam-Kottampotta Road In Erimayur Grama Panchayath-Kottampotta Road In Erimayur Grama Panchayath-General Civil Work-1, alathur-Kerala

Rural Development Department has published Tender For Improvements To Keezhppadam-Kottampotta Road In Erimayur Grama Panchayath-Kottampotta Road In Erimayur Grama Panchayath-General Civil Work-1. Submission Date for this Tender is 11-11-2022. Road Work Tenders in alathur Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

34648524
Tender For Improvements To Keezhppadam-Kottampotta Road In Erimayur Grama Panchayath-Kottampotta Road In Erimayur Grama Panchayath-General Civil Work-1
Open Tender
Indian
Kerala
alathur
11-11-2022

Tender Details

Improvements To Keezhppadam-Kottampotta Road In Erimayur Grama Panchayath-Kottampotta Road In Erimayur Grama Panchayath-General Civil Work-1

Key Value

Document Fees
INR 1865 /-
EMD
INR 21099.0 /-
Tender Value
INR 10 Lakhs /-

BOQ Items

Work Name:NCFRW-Improvements to Keezhppadam-Kottampotta road in Erimayur Grama Panchayath-Kottampotta road in Erimayur Grama Panchayath-General Civil Work-1
Sl. No. Item Description
1Road Taring
23.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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.
34.9:Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead
475.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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
575.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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.
6OD17387/2022-2023:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
775.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
875.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates 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.Case - I By Manual Means(II) Bitumen (S-65)
975.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding 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 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65)
103.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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