LAC ADS (2020-21), Wandoor LAC - Porur Grama Panchayath Five road works (Niravile kunnu Kakkathodu kakkadammal VCB aproch road, Karappuram Pallikunnu road, Karakkadukunnu Pookottumpadam road, Edappalam melemathil road, Mannenkath Puthuparamba road) -

Amount

App-A: Niravile kunnu Kakkathodu kakkadammal VCB aproch road

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

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

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)

od893734/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course&lt;br&gt;masonry with good quality blasted rubble including packing to compactness to&lt;br&gt;lines and levels cost and conveyance of all materials labour charges etc.&lt;br&gt;complete as per direction of Departmental officers at site

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

od893746/2020_2021 : Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m

od893754/2020_2021 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od893758/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

App-B:Karappuram Pallikunnu Road Concrete

od893860/2020_2021 : Surface dressing of the ground including removing vegetation and inequalities not exceeding 50 cm deep and disposal of rubbish ,lead up to 50m and lift up to 1.50m.

od893862/2020_2021 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od893758/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

App-C:Karakkadukunnu Pookottumpadam road

3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

od893754/2020_2021 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

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)

3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

App-D:Edappalam melemathil road Concrete

od893746/2020_2021 : Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m

od927981/2020_2021 : Filling up low lying and water logged areas with local material /quarry muck.Spreading in layers,lavelling the top at site and consolidation by ramming,etc complete for improving the CBR value of sub grade.

od893758/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

App - E :Mannenkath Puthuparambu Road

od893746/2020_2021 : Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m

od927981/2020_2021 : Filling up low lying and water logged areas with local material /quarry muck.Spreading in layers,lavelling the top at site and consolidation by ramming,etc complete for improving the CBR value of sub grade.

od893758/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

FAISAL K K

MOHAMMED ALI V.P.

T P Abdul Nazar

SHAHUL HAMEED

Muhammed Shafi vemmully

GAFOOR

sajad k s

Bidder Name

T MOHAMMED ALI

T P Abdul Nazar

FAISAL K K

MOHAMMED ALI V.P.

Muhammed Shafi vemmully

GAFOOR

SHAHUL HAMEED

sajad k s