CMLRRP Peruthala Moozhibhagam Road re tarring

Amount

Retarring

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.

5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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)

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)

Road rising and Concrete

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.

4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

od839708/2020_2021 : Construction of plain cement CONCRETE PAVEMENT,thickness as per design,over a&lt;br&gt;prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and&lt;br&gt;fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a&lt;br&gt;concrete mixer of not less than 0.2 cum capacity and spreading the concrete with showels,rakes,compacted&lt;br&gt;using needle vibrators and finished in continuous operation including provision of contraction and&lt;br&gt;expansion ,construction joints, ,curing of concrete slabs for 14 days,and water finishing to lines and grade&lt;br&gt;as per drawing and Technical Specifications clause 1501 WITH FOAM WORK AND VIBRATOR

Name Board

od839764/2020_2021 : S/F name board of size 75x60cm installed in the appropriate place visible to the public&lt;br&gt;made of brick wall with granite plaque should be inscerted and engraving letters complete as per the&lt;br&gt;direction of deptl. officers at site.

od839765/2020_2021 : S/F information board 75x60 cm using GI pipe as post and 1 mm thick MS sheet&lt;br&gt;surrounded by MS angles including painting, letterring and fixing in concrete etc. as per the direction of etc.

SASEENDRAN NAIR G

Bidder Name

SASEENDRAN NAIR G

K MOHANAN NAIR