Tarring workss to Pathanikadavu road in ward - 26

Amount

od414910/2019_2020 : Filling with contractor's own earth (excluding rock)in open area in layers not exceeding 20cm in deptgh, consolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m as per direction of site Engneer-in -charge

od422869/2019_2020 : Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface and compacting by ramming to achieve the desired density complete. (modified MoRD 4.11.2) (ii) Using Gravel mix soil./Quarry muck.

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

5.1.1a : Prime Coat :- Low porosity <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

5.2.3a : Tack Coat <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.

75.5.9.2.2.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)

concrete

od187676/2019_2020 : Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specifications clause 802,803,1202&amp; 1203, P.C.C. grade M 40, Nominal mix 1:4:8

od131092/2019_2020 : providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 &amp; 1203 , P.C.C. grade M 20,Nominal mix (1:2:4)

retaining wall

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

od446337/2019_2020 : Providing dowel bars of 16mm Rts in 25mm holes 60 cm deep and total length of 1.2m and bend to &quot;L&quot; shape and fixing in pure cement.5kg/each including all costs etc complete

od446338/2019_2020 : Dry Rubble Masonry without through stone

od446339/2019_2020 : 1:2:4 providing concrete for plain /reinforced concrete in open foundation complete as per drawing technical specificatons clause 802,803,1202 &amp; 1203

od414910/2019_2020 : Filling with contractor&apos;s own earth (excluding rock)in open area in layers not exceeding 20cm in deptgh, consolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m as per direction of site Engneer-in -charge

SAJI K KOYA

Bidder Name

SAJI K KOYA

SAINUDHEEN V M