Tender For Annual Plan-Kunnamangalam Bp 2025-26. Proj No 35/2025-26 Echambattu Unnathy Samagra Vikasanam In Mavoor Gp -..-General Civil Work, Mavoor-Kerala
TDR : 51497757
Tender Notice
Corrigendum Details
BOQ
Expired
Mavoor
Kerala
Corrigendum : Tender For Annual Plan-Kunnamangalam Bp 2025-26. Proj No 35/2025-26 Echambattu Unnathy Samagra Vikasanam In Mavoor Gp -..-General Civil Work
Work Name:Annual Plan-Kunnamangalam BP 2025-26. Proj No 35/2025-26 Echambattu Unnathy Samagra Vikasanam in Mavoor GP -..-General Civil Work
Sl. No.
Item Description
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Road work
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3.1:Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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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
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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
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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.
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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)
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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)
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OD81525/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 750mm x 600mm ornearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete.
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