689/2021-22, CONSTRUCTION OF PANTHUKALAM- KALAGRAMAM ROAD IN KODUNGANOOR WARD

Amount

RE- TARRING

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.

75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.9.3.pa : Plastic Roads - Bitumen S-65 <br><br>Plastic roads- Bulk Bitumen Rate <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder -<br><br>Bitumen S-65 - Bulk Bitumen and Shredded Plastic<br> <br> <br><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, using HM Plant attached with open pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2 mixing well to form a uniforth thin layer of plastic Over-hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, 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> <br>Case - I By Manual Means <br> <br><br>(II) Bi umen (5-65)

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)

INTERLOCK AND DRAIN

od1161662/2021_2022 : Surface dressing of the ground including removing vegetation and in-equalities&lt;br&gt;not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to&lt;br&gt;1.5 m., All kinds of soil

od1161663/2021_2022 : Providing and laying 60 mm thick factory made cement concrete interlocking paver&lt;br&gt;block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,&lt;br&gt;design &amp; shape, laid in required colour and pattern over and including 50 mm thick Crushed stone chips,&lt;br&gt;filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified 6.7.2

75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

11.1.1.1 : Excavation for Structures Earthwork 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

od1161682/2021_2022 : ( for culvert bed/drain bed/ foundation)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;&lt;br&gt;I. P.C.C grade M 10&lt;br&gt;&lt;br&gt;(i) Nominal mix 1:3:6

75.8.1.1 : Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20

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

SURENDRAN

SHIBU

J VIJAYAN

VIKRAMAN V

Jose.S

SHAN L. R

Bidder Name

Jose.S

ARJUNAN. K

SHAN L. R

SURENDRAN

J VIJAYAN

SHIBU

VIKRAMAN V