RE TARRING, INTERLOCKING AND SIDE BERM CONSTRUCTION OF THURAVOOR KULAM ROAD

Amount

Re Tarring

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.1a : Tack Coat<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)

5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :- Case - III : Type C <br> (II) Bitumen (S-65)

Interlock

3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

od644749/2020_2021 : Interlocking Concrete Block Pavement&lt;br&gt;&lt;br&gt;Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

od644751/2020_2021 : PLAIN CEMENT CONCRETE PAVEMENT WITH M 20 GRADE CONCRETE USING 20 MM AGGREGATE WITHOUT FORMWORK AND VIBRATOR (MOD 6.4)&lt;br&gt;Construction of un-reinforced 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 M 20 (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,spreading the concrete with showels,rakes,compacted using&lt;br&gt;needle vibrators and finished in continuous operation including provision of contraction&lt;br&gt;and expansion ,construction joints,curing of concrete slabs for 14 days,using&lt;br&gt; water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501

Side Berm Concete

od644768/2020_2021 : Compacting Original Ground&lt;br&gt;&lt;br&gt;(ii) Compacting original ground supporting subgrade&lt;br&gt;&lt;br&gt;Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.&lt;br&gt;

od644751/2020_2021 : PLAIN CEMENT CONCRETE PAVEMENT WITH M 20 GRADE CONCRETE USING 20 MM AGGREGATE WITHOUT FORMWORK AND VIBRATOR (MOD 6.4)&lt;br&gt;Construction of un-reinforced 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 M 20 (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,spreading the concrete with showels,rakes,compacted using&lt;br&gt;needle vibrators and finished in continuous operation including provision of contraction&lt;br&gt;and expansion ,construction joints,curing of concrete slabs for 14 days,using&lt;br&gt; water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501

od676851/2020_2021 : S/F Name board of size 75*60 cm . installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of deptl officers at site .

K RAMACHANDRAN

PRASANNAKUMAR LEKSHMANAN NADAR

Bidder Name

PRASANNAKUMAR LEKSHMANAN NADAR

VIJAYAKUMAR N

K RAMACHANDRAN