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Annual Plan-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-General Civil Work, Ernakulam-Kerala

Local Self Government Department has published Annual Plan-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-General Civil Work. Submission Date for this Tender is 01-02-2024. Road Work Tenders in Ernakulam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

41858072
Annual Plan-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-Ekd/Lid&Ew/90/23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-General Civil Work
Open Tender
Indian
Kerala
Ernakulam
01-02-2024

Tender Details

Annual Plan-Ekd / Lid&Ew / 90 / 23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-Ekd / Lid&Ew / 90 / 23-24 Maintenance Of Village Road, Ward 12, Edavanakad Gp-General Civil Work

Key Value

Document Fees
INR 990 /-
EMD
INR 11214.0 /-
Tender Value
INR 4.48 Lakhs /-

BOQ Items

Work Name:Annual Plan-EKD/LID&EW/90/23-24 Maintenance of village road, ward 12, Edavanakad GP-EKD/LID&EW/90/23-24 Maintenance of village road, ward 12, Edavanakad GP-General Civil Work
Sl. No. Item Description
190/23 Village road maintenance ward 12
275.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
375.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
43.2: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.
54.9: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
675.5.1.1pb: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
775.5.2.3pb: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.
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)
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