KJP Project No 474/2019-20 Road construction of thonikkadavu kummalloor in Adichanalloor GP

Amount

ROAD RETARRING

75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (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)

Berm concrete

od181185/2019_2020 : Surface dressing of the ground in All kinds of soil including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.

od186264/2019_2020 : Construction of &lt;br&gt;plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade&lt;br&gt;cement or any other type as per clause 1501.2.2 M20 (grade),coarse and fine aggregates conforming to IS&lt;br&gt;383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2&lt;br&gt;cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side&lt;br&gt;formwork(steel channel, wedges,steel plates including&lt;br&gt;levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using&lt;br&gt;needle and finished in continuous operation including provision of contraction&lt;br&gt;and expansion ,construction joints&lt;br&gt;,curing of concrete slabs for 14 days,&lt;br&gt; water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501(formwork Excluded)

3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Sreelal S-PWD Contractor

O SHAJI

MANOHARAN K

Bidder Name

Sreelal S-PWD Contractor

MANOHARAN K

RAJEEVKUMAR S

O SHAJI