135/20-21 Kalliassery GP Janakeeya road Eacha Karunan road tarring

Amount

Tarring from Ch: 0/170 to Ch: 0/305 km

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.

od749294/2020_2021 : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen)&lt;br&gt;BinderBitumen S-65 Packed bitumen rates&lt;br&gt;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 (with 7% of bitumen&lt;br&gt;replaced by shredded waste plastic)&lt;br&gt;Case - I By Manual Means&lt;br&gt;(II)Bitumen (S-65) (VG - 30)

75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <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)

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od749283/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 (Modified 11.4.1.1 by removing form work)&lt;br&gt;I. P.C.C grade M 10&lt;br&gt;(i) Nominal mix 1:3:6 (Dist.panchayat approved)

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

4.12 : Construction of Water Bound Macadam using locally available material (Table 400.13) <br> Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.

K V SHAIJU

Bidder Name

SUMESH K

K V SHAIJU