ARYANCODE GRAMA PANCHAYATHAmbalappara Kurinchiithalaykkal Road Mettaling and Tarring 166

Amount

New Tarring

od720968/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,<br>transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables<br>300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od720969/2020_2021 : Demolishing stone rubble masonry manuly by mechanical means including stacking of<br>seviceable materials

od720970/2020_2021 : Dry rubble masontry with hard stone for foundation and basement using departmental<br>materials.

od720971/2020_2021 : Random rubble dry stone masonry as per the direction of e-i-c.

od720972/2020_2021 : od33530/2019_2020 :Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

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

5.1.1a : Prime Coat :- Low porosity <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

5.2.3a : Tack Coat <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.

75.5.9.1.2Z : 20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)

75.5.12.A.3.2Z : Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case - III : Type C <br> (II) Bitumen (S-65)

SUVARNAN

Bidder Name

L.TITUS

SUVARNAN