}

Tender For Lrrp-Lrrp 2024-25, Chadayamangalam Lac Sl No.1108- Cheriyavelinaloor Khadi Mulayam Road In Elamad G.P,Kollam District-General Civil Work - Maintenance Of Road 2 3.2:Preparation Of Foundation For Embankmentscarifying Existing Bituminous Surfac, Kollam-Kerala

Local Self Government Department has published Tender For Lrrp-Lrrp 2024-25, Chadayamangalam Lac Sl No.1108- Cheriyavelinaloor Khadi Mulayam Road In Elamad G.P,Kollam District-General Civil Work - Maintenance Of Road 2 3.2:Preparation Of Foundation For Embankmentscarifying Existing Bituminous Surfac. Submission Date for this Tender is 22-03-2025. Road Work Tenders in Kollam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

48265557
Tender For Lrrp-Lrrp 2024-25, Chadayamangalam Lac Sl No.1108- Cheriyavelinaloor Khadi Mulayam Road In Elamad G.P,Kollam District-General Civil Work - Maintenance Of Road 2 3.2:Preparation Of Foundation For Embankmentscarifying Existing Bituminous Surfac
Tender
Indian
Kerala
Kollam
22-03-2025

Tender Details

Tender For Lrrp-Lrrp 2024-25, Chadayamangalam Lac Sl No.1108- Cheriyavelinaloor Khadi Mulayam Road In Elamad G.P,Kollam District-General Civil Work - Maintenance of Road 2 3.2: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. 3 4.9: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 4 75.5.1.1pb: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 5 75.5.2.3pb: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. 6 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType A(II) Bitumen (S-65) 7 OD481247/2024-2025:Surface dressing of the ground in all kinds of soil including vegetation and in -equalities not exceeding 15 C M deep and disposal of rubbish lead up to 50 meter and lift up to 1.5 meter 8 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 9 75.8.1: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) 10 OD488593/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)

Key Value

Document Fees
INR 2760 /-
EMD
INR 42336.0 /-
Tender Value
INR 16.93 Lakhs /-
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