}

Tender For Annual Plan-Dpk 508/22-23-Bharananganam Division-Karoor Gp-Ward 9-Asha Nilayam -Puthenpallikunnu Road Maintanance-General Civil Work, kottayam-Kerala

Local Self Government Department has published Tender For Annual Plan-Dpk 508/22-23-Bharananganam Division-Karoor Gp-Ward 9-Asha Nilayam -Puthenpallikunnu Road Maintanance-General Civil Work. Submission Date for this Tender is 31-01-2023. Road Work Tenders in kottayam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

35890093
Tender For Annual Plan-Dpk 508/22-23-Bharananganam Division-Karoor Gp-Ward 9-Asha Nilayam -Puthenpallikunnu Road Maintanance-General Civil Work
Open Tender
Indian
Kerala
kottayam
31-01-2023

Tender Details

Annual Plan-DPK 508/22-23-Bharananganam Division-Karoor GP-Ward 9-Asha Nilayam -Puthenpallikunnu Road Maintanance-General Civil Work

Key Value

Document Fees
INR 1495 /-
EMD
INR 16941.0 /-
Tender Value
INR 6.77 Lakhs /-

BOQ Items

Work Name:Annual Plan-DPK 508/22-23-Bharananganam Division-Karoor GP-Ward 9-Asha Nilayam -Puthenpallikunnu Road Maintanance-General Civil Work
Sl. No. Item Description
1Road Work
275.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction 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.
3OD330124/2022-2023:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (For mixed seal surfacing)
475.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
53.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
6OD330125/2022-2023:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) (without form work for Irish drain)
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