225/21-22 GOUREESWARAM YAKSHITHARA LINK ROAD IN W-13

Amount

Appendix - A - Road

od1260040/2021_2022 : filling up lowlaying and waterlogged areas with quarry muck,spreading in layers levelling the top at site and consolidation by ramming etc. complete

od1470240/2021_2022 : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification<br>including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed<br>material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and<br>compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,<br>barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification<br>Clause 406.<br>By Mechanical Means with 1 km lead<br>

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

75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

od1470331/2021_2022 : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration&lt;br&gt;grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6&lt;br&gt;mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve&lt;br&gt;as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with&lt;br&gt;a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal&lt;br&gt;coat of either Type A or Type B or Type C as per Technical Specification Clause 508.&lt;br&gt;Case - I By Manual Means (II)Bitumen (S-65)

od1470334/2021_2022 : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates&lt;br&gt;Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade&lt;br&gt;and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510&lt;br&gt;A.By Manual Means&lt;br&gt;Case III : Type C&lt;br&gt;(II)Bitumen (S-65)&lt;br&gt;

side protection

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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

od1348747/2021_2022 : Dry stone masontry with out trough stone up to 3m height including additional&lt;br&gt;conveyance&lt;br&gt;

od1471059/2021_2022 : Providing concrete for plain/reinforced concrete in open foundations complete as per&lt;br&gt;drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;IV.R.C.C grade M 20&lt;br&gt;

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

od1471029/2021_2022 : Random rubble masonry (without through stone) in cement mortar 1:6 complete as&lt;br&gt;per drawing &amp; technical specification including all cost and conveyance of materials, labour etc complete&lt;br&gt;and as per the direction of Engineer-in-charge&lt;br&gt;

SARATH M S

V S RAJEEV

Bidder Name

V S RAJEEV

SARATH M S