CMLRRP PHASE 4- RENOVATION OF AYANIMOODU PETROL PUMP PALLI

Amount

Appendix.A, MoRD Spec- 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.

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)

Appendix-B RE CONCRETE

od1082456/2020_2021 : PLAIN CEMENT CONCRETE PAVEMENT WITH M 20 GRADE CONCRETE USING 20 MM AGGREGATE WITHOUT FORMWORK (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

od1082457/2020_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 .

od1092796/2020_2021 : NAME BOARD GI PIPESupplying and fixing information board 75x60cm size using GI pipe as post and 1mm MS sheetsurrounded by MS angles including painting, lettering and fixing in concrete etc. complete

Appendix- C Sidewall

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od1083846/2020_2021 : od214953/2018_2019 :* M 10- WITH 170 KG CEMENT- WITHOUT FORM WORK MOD(11.4.1.1)&lt;br&gt;Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203r|n&lt;br&gt;I.P.C.C grade M 10r|n&lt;br&gt;(i)Nominal mix 1:3:6

od1084661/2020_2021 : Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10 using 40mm graded metal(i)Nominal mix 1:3:6

11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Appendix-D Irish drain

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

od1084956/2020_2021 : PLAIN CEMENT CONCRETE PAVEMENT WITH M 20 GRADE CONCRETE USING 20 MM AGGREGATE WITHOUT FORMWORK (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

BAIJU K S

Bidder Name

PRASANNAKUMAR LEKSHMANAN NADAR

BAIJU K S