TVM DP - 2020-21- Pro No. 447 - Venniyoor Pump House Chavadinada road side wall concrete in Venganoor G P

Amount

1.Re-tarring

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.

5.5.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)

5.9.1.2a : 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)

2.Berm concreting

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

od629280/2020_2021 : Construction of plain cement concrete pavement,thickness as per design,over a prepared&lt;br&gt;subgrade / 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 lS&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 levelling the formwork as per drawing),spreading the&lt;br&gt;concrete with showels,rakes,compacted using needle vibrators and finished in continuous operation&lt;br&gt;including provision of contraction&lt;br&gt;expansion ,construction joints, curing of concrete slabs for 14 days with water finishing to lines and&lt;br&gt;grade as per drawing and Technical Specifications clause 1501&lt;br&gt;

name board

od629706/2020_2021 : Supplying and fixing name board of size 75 x 60cm installed in the appropriate place visible to the public&lt;br&gt;o . - made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the&lt;br&gt;direction of deptl officers at site

od666447/2020_2021 : S/F Information board 75*60 cm. size using GI pipe as post and 1mm, thick MS sheet surrounded by MS angles including painting lettering and fixing in concrete etc as per the direction of deptl officers at site

REGHU C

Vipin.G

K V SHIBU

Rajan K

Bidder Name

K V SHIBU

VINEETH K R

REGHU C

Rajan K

Vipin.G