2024 2025 Kayamkulam LAC SL NO 496 MUNDAPPALLIL ROAD WARD 31 Kayamkulam Municipality Alapuzha General Civil Work retender

Amount

MUNDAPPALLIL ROAD IN WARD31

OD464123/2024-2025:scarifying the existing road surface to a depth of 150mm by mechanical means and re compacting aggregate obtained from scarifying with power roller.

4.9:Wet Mix Macadam Providing, 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

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing 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

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing 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.

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD504136/2024-2025:Providingandfixingofdirectionandplaceidentificationretro-refleciorised signwiih7years warraniymanuÎacturedasperIRC :67madeofTypeIVmicroprismaiicgradesheetingfixed overaluminiumsheeting,2mmihicYaluminiumcompositematerialsheeting4mmthickwith areanotexceeding0.9sqm,withsuitableback supporringframe ofMSangle40x4()x6and supponedonGIpipepole50mmNB-2nosconfiimingtoIS1239firmlyÎixedtotheground by meansofproperlydesignedFoundationwithM15gradecementconcrèteminsize40cmx40 cmx60cm,60cmbelowgroundlevelincludingpaintingallexposed surfacewith2coatsof epoxypaintingoverepoxyprimerand asperapprovedOawingandclause801including letterin smbols eic. Deried from MoRD sec 10.3.A.2

covering slab

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Bidder Name

KN Construction