Karaparambu Pocket Roads Improvement Metalling and Tarring

Amount

Road work

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.

75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30)

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)

od311731/2019_2020 : 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.&lt;br&gt;

od311732/2019_2020 : Providing and laying 80 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.

od311734/2019_2020 : :Plain/reinforced cement concrete M20 1:2:4 using 20mm b/s in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, without form work (modified 11.4.3)

Sholders &amp; Name board

16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

od311412/2019_2020 : &lt;br&gt;Supplying and providing ready made name board with all conveyance, labour and hire cherges etc.. complete- Using 40X20 outer frame, 75X20 stand post, 1.7 (1.550+0.15)m height 0.60mm thick sheet in the size 90X60 cm with painting, lettering and fixing in ground using CC 1:2:4 &lt;br&gt;(FOR MORD SPECS)&lt;br&gt;

SANTHOSHKUMAR C A

Bidder Name

SANTHOSHKUMAR C A

RAMENDRAN K