LAC ADS pro. no. LAC 17224 Wandoor Constituency - Work proposed by Honble MLA Sri A.P. Anil Kumar - Construction of 6 roads in Kalikvu GP 1. Madhumala- Poochapoyil road 2. Chengode-Mangadan thodu road 3. pallikunnu - Kunhalassanpadi road 4. Vayana

Amount

Anchachawdi- Madhumala- Poochapoyil road

3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.

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.

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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.

5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Chengode- Mangadan thodu road

od98060/2023_2024 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.&lt;br&gt;All kinds of soil

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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

od98063/2023_2024 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Pallikunnu - Kunhalassanpadi road

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.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)

75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25

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

od98669/2023_2024 : Filling with contractor&apos;s own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.

od98060/2023_2024 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.&lt;br&gt;All kinds of soil

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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

od98063/2023_2024 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt; (i) Nominal mix (1:2:4)&lt;br&gt;a)Materials with needle vibrator and form work

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Vayanasala-Kallingal Poongode road

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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

od98093/2023_2024 : :[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete&lt;br&gt;levelling course masonry with good quality blasted rubble including packing to compactness to lines and&lt;br&gt;levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental&lt;br&gt;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

od98669/2023_2024 : Filling with contractor&apos;s own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Parasseri- Madrassapadi road

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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

od98093/2023_2024 : :[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete&lt;br&gt;levelling course masonry with good quality blasted rubble including packing to compactness to lines and&lt;br&gt;levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental&lt;br&gt;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

od121778/2023_2024 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including&lt;br&gt;collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2&lt;br&gt;(1 cement : 2 fine sand) including testing of joints etc. complete.&lt;br&gt;900 mm dia RCC pipes. ( from DAR 19.35.3)

od98669/2023_2024 : Filling with contractor&apos;s own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Poovacholappadam- - Kunhalavippadi road

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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

od98093/2023_2024 : :[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete&lt;br&gt;levelling course masonry with good quality blasted rubble including packing to compactness to lines and&lt;br&gt;levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental&lt;br&gt;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

od98668/2023_2024 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including&lt;br&gt;collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2&lt;br&gt;(1 cement : 2 fine sand) including testing of joints etc. complete.&lt;br&gt;450 mm dia RCC pipes.(DAR 19.35.1)

od98669/2023_2024 : Filling with contractor&apos;s own earth ( excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site engineer -in-charge.

od98061/2023_2024 : (51.2.3) Filling with Quarry Muck&lt;br&gt;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

od101369/2023_2024 : Providing and fixing Granite of any colour &amp; shade for Name Board of required size laid over base&lt;br&gt;of cement mortar 1:4(1 cement : 4 coarse sand), including all charges etc, complete at all levels,&lt;br&gt;including lettering &amp; fixing.

Saidalavi K

K. MOOSA