2024-25 CONSTRUCTION OF KONOOR JTS LINK KUNDUPADAM ROAD IN WARD 5 KORATTY GP

Amount

Road Construction

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> 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.

OD170593/2024-2025:1:Road maintenance 1.001-Specification code: OD391058/2023-2024Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded PlasticProviding, laying and rollingof 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 coated with shredded plastic (3% by weight of bitumen) asper standardprocedure using penetration grade bitumen to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a threewheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 BManual Means:- TypeA (II) Bitumen (S-65)Taking output 500m2 Material M

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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

Davis M. T (BID ID -2001247)

GANGADHARAN V K (BID ID -1995762)

JIBIN JACOB (BID ID -2001402)

Bidder Name

JIBIN JACOB

GANGADHARAN V K

BABU ANTONY

Davis M. T