Kalikavu Grama panchayath 2022-23 year proj 52 work pro number 53 54 56 57 58 61 62 63 64 71 75 76 77 81 84 88 89 93 94 96 98 99 249 26 261 265 266 268 276 277 283 284 285 287 288 290 295 297 298 289 300 301 309 310 311 315 316 317 318 319 321 322

Amount

Annual plan 2022-23 Kalikavu GP Pro. no. 53/23 Mankudu- Vadakkekunnu Road tarring in ward no. 7

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.

od321388/2022_2023 : (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)

Annual plan 2022-23 Kalikavu GP - pro. no. 54/23- 70 Acra Manchola Cherukulambu road Concrete in ward no. 8

od315399/2022_2023 : 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

od315400/2022_2023 : (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

od315405/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP. Pro. no. 56/23 Arimanal - Myladi cross road concreting

od323800/2022_2023 : 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

od323801/2022_2023 : (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

od323822/2022_2023 : 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)

Annual plan 2022-23 - Kalikavu GP pro.no.57/23 Nadippadi-Kunnummal Kunhan road concrete in ward no.11

od319622/2022_2023 : 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

od319623/2022_2023 : (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

od319625/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. no. 58/23 Improvements of Chazhiyode - Kappikunnu road in ward no.12

od325332/2022_2023 : 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

od325333/2022_2023 : (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

od325394/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 61/23 Colony - Mundakkulam road concrete in ward no. 14

od327543/2022_2023 : 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

od327544/2022_2023 : (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

od327564/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 62/23 Anchachavdi Poochopyil- Madhumala road re tarring in ward 16

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP Pro. no.63/23 Chittayil- Kollam Colony road Tarring in ward17

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.

od325309/2022_2023 : (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)

Annual plan 2022-23 Kalikavu GP Pro. no.64/23 Ettakkara Onappada- Myladi - Poolakkathol road Concrete

od324313/2022_2023 : 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

od324314/2022_2023 : (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

od324318/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 71/23 Construction of Well for Thachangode Anganavadi

od330669/2022_2023 : od249415/2022_2023&lt;br&gt;Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and Initial lift up to 1.50m, disposed earth to be levelled and neatly dressed.&lt;br&gt;60% All kinds of soil and 40% ordinary rock (2.6.1+2.7.1 .

od330670/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( F i r s t D e p t h 1 . 5 m t o 3 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 1 * 2 . 2 6 . 1 )

od330671/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( second D e p t h 3.00 m t o 4.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 2 * 2 . 2 6 . 1 )

od330672/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (3rd D e p t h 4.50 m t o 6.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 3 * 2 . 2 6 . 1 )

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Annual plan 2022-23 Kalikavu GP Pro. no. 75/23 Ambalakkadavu Chathurapalli SC Colony well

od330492/2022_2023 : od249415/2022_2023&lt;br&gt;Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and Initial lift up to 1.50m, disposed earth to be levelled and neatly dressed.&lt;br&gt;60% All kinds of soil and 40% ordinary rock (2.6.1+2.7.1 .

od330493/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( F i r s t D e p t h 1 . 5 m t o 3 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 1 * 2 . 2 6 . 1 )

od330494/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( second D e p t h 3.00 m t o 4.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 2 * 2 . 2 6 . 1 )

od330495/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (3rd D e p t h 4.50 m t o 6.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 3 * 2 . 2 6 . 1 )

od330496/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 4th D e p t h 6.00 m t o 7.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 4 * 2 . 2 6 . 1 )

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

Annual plan 2022-23 Kalikavu GP Pro. no.76/23 Construction of well at Eanadi kovilakam

od332045/2022_2023 : od249415/2022_2023&lt;br&gt;Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and Initial lift up to 1.50m, disposed earth to be levelled and neatly dressed.&lt;br&gt;60% All kinds of soil and 40% ordinary rock (2.6.1+2.7.1 .

od332046/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( F i r s t D e p t h 1 . 5 m t o 3 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 1 * 2 . 2 6 . 1 )

od332047/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( second D e p t h 3.00 m t o 4.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 2 * 2 . 2 6 . 1 )

od332048/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (3rd D e p t h 4.50 m t o 6.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 3 * 2 . 2 6 . 1 )

od332049/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 4th D e p t h 6.00 m t o 7.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 4 * 2 . 2 6 . 1 )

od332050/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (5th D e p t h 7.50 m t o9.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 5 * 2 . 2 6 . 1 )

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

Annual plan 2022-23 Kalikavu GP Pro. no. 77/23 Construction of Well At Anchachawdi School ground

od330841/2022_2023 : od249415/2022_2023&lt;br&gt;Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and Initial lift up to 1.50m, disposed earth to be levelled and neatly dressed.&lt;br&gt;60% All kinds of soil and 40% ordinary rock (2.6.1+2.7.1 .

od330842/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( F i r s t D e p t h 1 . 5 m t o 3 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 1 * 2 . 2 6 . 1 )

od330843/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( second D e p t h 3.00 m t o 4.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 2 * 2 . 2 6 . 1 )

od330844/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (3rd D e p t h 4.50 m t o 6.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 3 * 2 . 2 6 . 1 )

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

Annual plan 2022-23 Kalikavu GP Pro. no. 81/23 Improvements of two Public wells at Kalakunnu Colony

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Annual plan 2022-23 Kalikavu GP Pro. no. 84/23 Construction of Adapted toilet at Chazhiyode MALP School

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

8.31 : Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement

17.2.2 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked black solid plastic seat and lid

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.

50.18.8.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2

50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Annual plan 2022-23 Kalikavu GP Pro. no. 88/23 Improvements to Thachangode SC Colony Water supply scheme

od332852/2022_2023 : Supplying and installing2HP Submersible open well /borewell Pump including switch board, MCB etc.all charges etc. complete

50.18.9.6.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

18.54.4 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than 93 gms

Annual plan 2022-23 Kalikavu GP Pro. no. 89/23 Improvements to Melekalikavu Mampadamkunnu Water Supply Scheme

18.12.8 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

18.54.4 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than 93 gms

Annual plan 2022-23 Kalikavu GP Pro. no. 93/23 Kizhakkeppuram SC Colony Water Supply Scheme

od338689/2022_2023 : providing and digging tube well of 150mm Diameter including all charges etc coplete

od338628/2022_2023 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, 150 mm dia 6 Kgf/cm2

od338629/2022_2023 : Supplying and installing2HP Submersible open well /borewell Pump including switch board, MCB etc.all charges etc. complete

od338630/2022_2023 : Supplying and fixing Booth Pump House of size 1.2x1.2x1.8 m with MS sheet wall fixed in C.C 1:2:4 footing, flooring with C.C 1:2:4 5 cm thick with GI trafford sheet roofing

Annual plan 2022-23 Kalikavu GP Pro. no. 94/23 Improvements to Cherukulambu MC colony water supply scheme

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

18.54.2 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gms

od331728/2022_2023 : Supplying and installing 5HP Submersible open well /borewell Pump including switch board, MCB etc.all charges etc. complete.&lt;br&gt;

od331738/2022_2023 : Supplying and fixing Booth Pump House of size 1.2x1.2x1.8 m with MS sheet wall fixed in C.C 1:2:4 footing, flooring with C.C 1:2:4 5 cm thick with GI trafford sheet roofing

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Annual plan 2022-23 Kalikavu GP Pro. no. 96/23 Completion works to Thodikappulam Vellayur 3 cent colony Water Supply Scheme.

od331906/2022_2023 : Supplying and fixing Booth Pump House of size 1.2x1.2x1.8 m with MS sheet wall fixed in C.C 1:2:4 footing, flooring with C.C 1:2:4 5 cm thick with GI trafford sheet roofing

50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

50.18.9.5.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2

50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore

18.54.4 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than 93 gms

Annual plan 2022-23 Kalikavu GP Pro. no. 98/23 Alungal SC Colony Open Well repair

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Annual plan 2022-23 Kalikavu GP Pro. no. 99/23 Construction of Well at Ambalakunnu

od331037/2022_2023 : od249415/2022_2023&lt;br&gt;Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and Initial lift up to 1.50m, disposed earth to be levelled and neatly dressed.&lt;br&gt;60% All kinds of soil and 40% ordinary rock (2.6.1+2.7.1 .

od331038/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( F i r s t D e p t h 1 . 5 m t o 3 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 1 * 2 . 2 6 . 1 )

od331039/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( second D e p t h 3.00 m t o 4.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 2 * 2 . 2 6 . 1 )

od331040/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (3rd D e p t h 4.50 m t o 6.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 3 * 2 . 2 6 . 1 )

od331041/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 4th D e p t h 6.00 m t o 7.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 4 * 2 . 2 6 . 1 )

od331042/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (5th D e p t h 7.50 m t o9.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 5 * 2 . 2 6 . 1 )

od331043/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from1.5m to 3.0 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (6thD e p t h 9.00 m t o 10.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 6 * 2 . 2 6 . 1 )

od331044/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over&lt;br&gt;areas&lt;br&gt;(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated&lt;br&gt;earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 7th D e p t h 10.50m t o12.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 7 * 2 . 2 6 . 1 )

od331121/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 8th D e p t h 12.00m t o13.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 +8 * 2 . 2 6 . 1 )

od331122/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 9th D e p t h 13.50m t o15.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 9 * 2 . 2 6 . 1 )

od331123/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 10th D e p t h 15.00m to 16.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 10 * 2 . 2 6 . 1 )

od331124/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 11th D e p t h 16.50m t o18.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 11 * 2 . 2 6 . 1 )

od331125/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k (12th D e p t h 18.00m t o19.50 m ) ( 2 . 6 . 1 + 2 . 7 . 1 + 12 * 2 . 2 6 . 1 )

od331126/2022_2023 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift from10.50m to 12.00 m, disposed earth to be levelled and neatly d r e s s e d . &lt; b r &gt; 6 0 % A l l k i n d s o f s o i l a n d 4 0 % o f O r d i n a r y r o c k ( 13 th D e p t h 19.50m t o21.00 m ) ( 2 . 6 . 1 + 2 . 7 . 1 +13 * 2 . 2 6 . 1 )

5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

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

Annual plan 2022-23 Kalikavu GP pro. no. 249 Anavari- Kurukkan Askarpadi road Concrete in ward no. 12

od319840/2022_2023 : 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

od319841/2022_2023 : (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

od319849/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP pro. no.260/23 Improvements of 4 roads 1. Keezhppada- Ratta ring road 2.Karutheni Manjappadam- Karuthalamunda road 3.K.T.Abdurahman road Thachangode 4.Parakkulam padam road Concreting in ward no.1

od322750/2022_2023 : 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

od322751/2022_2023 : (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

od322756/2022_2023 : 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

od322750/2022_2023 : 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

od322751/2022_2023 : (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

od322756/2022_2023 : 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

od322750/2022_2023 : 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

od322751/2022_2023 : (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

od322756/2022_2023 : 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

od322750/2022_2023 : 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

od322751/2022_2023 : (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

od322756/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. no. 261/23 Thattankunnu Balavadippadi- Kalathingalppadi road re tarring in ward no.1

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.

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 265/23 Thenguvalappu Khamar padi road concrete in ward no.2

od324018/2022_2023 : 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

od324019/2022_2023 : (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

od324030/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 266/23 Thenguvalappu PV Ahammed Kabeer road Concrete in ward no. 2

od324051/2022_2023 : 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

od324052/2022_2023 : (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

od324056/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 268/23 Improvements of 2 roads 1. Pariyangad Thaithottathil Hameed road tarring 2. Kunnummal Poochapoyil road re tarring in ward no.2

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.

od323881/2022_2023 : (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)

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 276/23 - Ambalakkadavu-Naikkankunnu- Pallisseri road re tarring in ward no.5

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.

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP pro. no.277/23 Improvements of 4 roads 1. Ambalakunnu- Naykkan kunnu bye pass road 2. Ambalakkadavu Chodyath Colony road 3.Hammed fysi-Pokkavil Ayamu road 4.Ambalakkadavu PK Quarters road in ward no. 5

od329997/2022_2023 : 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

od329998/2022_2023 : (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

od329999/2022_2023 : 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)

od330004/2022_2023 : :[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

od329997/2022_2023 : 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

od329998/2022_2023 : (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

od329999/2022_2023 : 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)

od329997/2022_2023 : 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

od329998/2022_2023 : (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

od329999/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP pro. no. 283/23 Improvements of 2 roads 1. Melakalikavu Puthanpurakkal Hussain road 2. PKB - Chakkumattummal Alavippadi road in ward no.7

od319626/2022_2023 : 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

od319627/2022_2023 : (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

od319628/2022_2023 : 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

od319626/2022_2023 : 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

od319627/2022_2023 : (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

od319628/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP pro. no. 284 Puthanpurakkal Sainabappadi-Thennadan souda - VK padi road concrete in ward no.7

od319629/2022_2023 : 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

od319630/2022_2023 : (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

od319631/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP pro. no. 285/23 Pallippadi- Karikkal George padi road concrete in ward no. 7

od319634/2022_2023 : 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

od319635/2022_2023 : (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

od319637/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. n. 287/23 - 3 works 1.Chengode Thiyyan Kuttyali road drainage cover slab 2.Anchattoda thodu Side protection 3.Mampadan kunnu Karikkal george padi road protection in ward no. 7

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)

12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20

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

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

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

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

Annual plan 2022-23 Kalikavu GP pro. no. 288/23 Adakkakundu Thazhe Tension Colony road Concrete in ward 8

od315417/2022_2023 : 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

od315418/2022_2023 : (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

od315432/2022_2023 : 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

Annul plan 2022-23 Kalikavu GP pro. no. 290/23 Improvements of four roads 1.Subair padi-Thangalpadi road,2. Moolakkal-Mukkathikolli road, 3. Mampadan padi- Mukkathikolli road, 4. 70 Acra- Manchola road in ward no.8

od315501/2022_2023 : 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

od315502/2022_2023 : (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

od315503/2022_2023 : 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

od315501/2022_2023 : 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

od315502/2022_2023 : (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

od315503/2022_2023 : 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

od315501/2022_2023 : 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

od315502/2022_2023 : (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

od315503/2022_2023 : 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

od315503/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. no. 295/23 Arimanal Kurukkanangadi-Parrasseri road Re tarring in ward no.10

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 297/23 Chengode- Ambalakunnu- School ground - Melakalikavu road Retarring in ward 11

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.

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP pro. no.298/23 Improvements to Chengode-Nadukunnu-Mangadan road in ward 11

od316750/2022_2023 : 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

od316751/2022_2023 : (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

od316752/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. no. 299/23 Back side of BB Auditorium of Chengode- Adakkakundu road in ward 11

od316753/2022_2023 : 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

od316754/2022_2023 : (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

od316755/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP Pro. no. 300/23 Improvements of 2 roads 1.Easworanpadi- Muslyarakath Sharfudheen road 2.Chazhiyode- Ration shop - Mampadan road in ward 12

od319836/2022_2023 : 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

od319837/2022_2023 : (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

od319838/2022_2023 : 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

od319836/2022_2023 : 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

od319837/2022_2023 : (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

od319838/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP pro. no. 301 Improvements of 7 roads 1.Perinkollankunnu-Thondiyil Musthafa padi road, 2. Anavari kallankunnu- VP Kunhimuhammed padi road, 3. Elikkode- Veluppadi road, 4. Elikkode Chemmaram Palappra Abbas padi road, 5.Anavari Kurukkan Askar padi road, 6. Chazhiyody Ampadan Jalis padi road, 7. Chazhiyode- Poyilppadi road in ward no. 12

od319649/2022_2023 : 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

od319650/2022_2023 : (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

od319652/2022_2023 : 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

od319649/2022_2023 : 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

od319650/2022_2023 : (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

od319652/2022_2023 : 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

od319649/2022_2023 : 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

od319650/2022_2023 : (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

od319652/2022_2023 : 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

od319649/2022_2023 : 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

od319650/2022_2023 : (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

od319652/2022_2023 : 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

Annual plan 2022-23 Kalikavu GP pro. no.309/23 Improvements of 3 roads 1.Anchachavdi-Poochapoyil- Madhumala road drainage 2.Cherooth Panchayath Pothukulam road tarring 3. Chanduli Moyinpadi mundayil road tarring in ward 16

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)

12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20

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

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.

od323451/2022_2023 : (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)

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.

od323451/2022_2023 : (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)

Annual plan 2022-23 Kalikavu GP 2022-23 Pro. no. 310/23 Improvements of Three roads 1. Thanikkal- Vattachittayil road 2. Thodikapulam palli- Kuttikunnu road 3. Akkumbar - Kooriyad foot path in ward 17

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.

od324503/2022_2023 : (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)

od324509/2022_2023 : 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

od324503/2022_2023 : (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

od324510/2022_2023 : 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)

od324509/2022_2023 : 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

od324503/2022_2023 : (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

od324510/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 311/23 Improvements of 2 roads 1. Chittayil 4cent - Akkumbar road 2. 4cent Colony road in ward no.18

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

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

Annual plan 2022-23 Kalikavu GP pro. no.315/23 Vaniyamthodika- Bhaskaranpadi road Improvement in ward no.18

od324294/2022_2023 : 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

od324295/2022_2023 : (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

od324297/2022_2023 : 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)

Annual plan 2022-23 Kalikavu GP Pro. no. 316 Impove ments of Three roads 1.Chittayil Anganvadippadi - Ravindran padi road 2.OK padi - Kannanchethu road 3.Thadivalavu- Kizhakkepuram Anganvadi Poolakkathol - Moochikkal road in ward 18

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.

od324306/2022_2023 : (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)

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.

od324306/2022_2023 : (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)

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP pro. no. 317/23 Providing Fiber shutters at Chazhiyode VCB cum Bridge

60.63.1 : FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.

60.63.2 : FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.

Annual plan 2022-23 Pro. no. 318 Construction of Chazhiyode Firoz padi SC Colony Drainage

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)

12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20

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

Annual plan 2022-23 Kalikavu GP Pro. no. 319 Improvements to Chazhiyode Easworanpadi Anganvadi

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

2.28.1 : 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.All kinds of soil

16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Annual plan 2022-23 Kalikavu GP pro. no.321/23 Improvements of 3 roads 1. Parachalil Razak padi - Chenniyil Maniroad 2. Ration shop padi- Kottakunnu road 3.Chittayil- Parasseri road in ward19

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.

od323376/2022_2023 : (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)

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

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.

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

5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

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.

5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)

Annual plan 2022-23 Kalikavu GP pro. no.322/23 Improvements of 2 roads 1. Thudupuliyanpara - Alingalkunnu road 2. Pevungadan Bapputtipadi raod

od323377/2022_2023 : 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

od323378/2022_2023 : (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

od323446/2022_2023 : 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)

od323377/2022_2023 : 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

od323378/2022_2023 : (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

od323446/2022_2023 : 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)

MUHAMMED KARULLI

Saidalavi K