UCR in Alappuzha Dstrict_ Kannukaalippalam Kochukalathil Road in Karuvatta Panchayath

Amount

Construction of Road(MoRD Roads)

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.

od539/2020_2021 : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen)Binder bitumen S-65&amp;lt;br&amp;gt;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.(sherdded plastic waste havinng thickness less than 50 micron is sprayed over thev 165 c heated stone aggregate mix with 30 seconds and then mixed with hot bitumen)&amp;lt;br&amp;gt;Case - II By Mechanical Means&amp;lt;br&amp;gt;(I) Bitumen (S-65) with 7% of sherededd plastic

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)

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

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

Road filling(DAR)

od4204/2019_2020 : Construction of granular sub base by providing local material like quarry waste, spreading in uniform layers with motor grader on prepared surface,and compacting with smooth wheel roller to achieve the desired density complete

od4205/2019_2020 : construction of embankment with material obtained from borrow pits. Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site , spreading , grading to reuired slope and compacting to meet requirement of tables 300.1 and 300.2

od540/2020_2021 : Preparation of Foundation for Embankment&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Irish drain (MoRD Roads)

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

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

Retaining wall (DAR)

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

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

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

19.36.1 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.

RR Masonry(MoRTH Roads)

od502/2020_2021 : Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:6, in Foundation complete as per Drawing and Technical Specifications.

KATTARAKALATHIL CONSTRUCTIONS

MUHAMMAD HASSAN

WILSON V

Poomangalathu Constructions

MARTIN VARGHESE

Bidder Name

KATTARAKALATHIL CONSTRUCTIONS

MUHAMMAD HASSAN

WILSON V

Poomangalathu Constructions

Y.SHAJAHAN

MARTIN VARGHESE