Valakom GP-101-Anikakudy Moothedath kadavu road seconed layer mettaling and taring and culvert

Amount

retaring

4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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)

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)

Tiling

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

od241924/2019_2020 : Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete. ( ii ) Using Gravel mix soil. / Quarry muck

od241942/2019_2020 : Providing and laying 80mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over 75mm thicvk compacted bed of approved cushion material compacting and proper embedding/laying of interlocking paver blocks in to the sand bedding layer through vibratory compacting using plate vibrator and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sandy light traffic parking etc, complete as per manufactures specifications and direction of engineers in charge.

od241943/2019_2020 : Providing concrete for plain/reinforced concrete using 20mm graded broken stones ( Form work excluded, Cement concrete changed to 320kg/m3, 40mm aggregate excluded, 20mm-0.54m3 and 10mm- 0.36m3 ) P.C.C grade M20 (i) Nominal mix (1:2:4 )

Conctruction Of Culvert

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

od241996/2019_2020 : Providing concrete for plain/reinforced concrete using 40mm graded broken stones ( form work excluded, cement content changed to 170 kg /m3 ) P.C.C grade M 10 ( 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)

11.4.4 : 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

od277000/2019_2020 : :( OD 16.42 DAR )&lt;br&gt;Providing concrete for plain concrete in pavement laid into required slope and camber in panels as required&lt;br&gt;with cosolidation and tamping etc complete as per drawings and technical specification including&lt;br&gt;formwork,compaction using vibrator etc complete.&lt;br&gt;III.P.C.C grade M 20 for road works

K M ULAHANNAN

Bidder Name

ELDHO K JOY

K M ULAHANNAN