2020-21 SHAPPUKAVALA VATTECKAD CANAL BUND ROAD RETARRING WARDNO-11(83)

Amount

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.

75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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.3.2pb : 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)

3.5.1 : 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

od552445/2019_2020 : Filling up low laying and water logged areas with local material/quarry muck,&lt;br&gt;spreading in layers leveling the top at site and consolidation by ramming etc complete

od552446/2019_2020 : :Interlocking Concrete Block Pavement Providing and laying 80mm thick factory made&lt;br&gt;cement concrete INTERLOCKING PAVAER BLOCK OF M 30 grade made by block machine with strong&lt;br&gt;vibratory compaction of approved size design&amp;shape laid in required colour &amp;pattern over 75mm thick&lt;br&gt;compacted bed of approved cushion metal, compacting and proper embedding /laying of interlocking paver&lt;br&gt;blocks into the metal bedding layer through vibratory compsction by using plate vibrator,and cutting of&lt;br&gt;paver blocks as per required size and pattern ,finishing and sweeping extra sand in light traffic parking etc&lt;br&gt;as per manufacturer&apos;s specification &amp;direction of Engineer in charge

od552447/2019_2020 : :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;III.P.C.C. grade M 20&lt;br&gt;(i)Nominal mix (1:2:4)

Bidder Name

baby pv