Kottakkal Municipality 2025-26-Various works under Cluster -D

Amount

APPENDIX A - Pro.No : 518/26 SIDE CONCRETE TO SMR KAIPPALLIKKUND ROAD BALANCE PORTION WARD 3

Road Renovation

3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>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

OD67748/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD67747/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

APPENDIX B - Pro.No : 50/26 RE TARRING WORKS TO ABHILASH MALL ROAD WARD 3

Road Renovation

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

OD67534/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.9 Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase 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

5.5.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.

5.2.3a 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)

APPENDIX C - Pro.No : 51/26 CONCRETING WORKS TO ALAMBATTIL INNEKKAL ROAD SECOND REACH WARD 8

Road Concreting

3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>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

OD67811/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD67810/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD67809/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX D - Pro.No : 170/26 NATTUKALLINGAL PATHWAY CONCRETE WARD 8

Road Concreting

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

OD67941/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD67942/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD67940/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX E - Pro.No : 161/26 KOTTOOR KAAKKATHODU FOOTPATH CONCRETE SIDE PROTECTION WARD 8

Concreting and Side Protection Works

3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>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

OD67900/2025-2026 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.

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)

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

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

APPENDIX F - Pro.No :164/26 INTERLOCKING WORKS TO KAVUNGAL ROAD INTERLOCK WARD 9

Road Concreting

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

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

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

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

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

APPENDIX G - Pro.No : 225/26 KANNATHICHIRA ROAD RE TARRING WARD 12

Road Re-tarring

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

OD68476/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.9 Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase 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

5.5.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)

5.2.3a 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)

APPENDIX H - Pro.No : 145/26 RE TARRING WORKS TO VATTAPPARA PANIKKARKKUND ROAD SECOND REACH WARD 12

Road Concreting

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

OD68158/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68159/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68157/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX I - Pro.No :190/26 MAANIYEKKAL KUMBALAPPARAMBU ROAD RE TARRING 2nd PHASE AND FIXING HAND RAILS WARD 15

Road Re-tarring

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

OD68478/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.9 Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase 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

5.5.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)

5.2.3a 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)

APPENDIX J - Pro.No : 66/26 CONCRETING WORKS TO CHIRAKKATHODI IDAVAZHI WARD 17

Idavazhi Concreting

3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>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

12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

OD68509/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68508/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68513/2025-2026 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works. - G.I. pipes

OD68507/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX K - Pro.No : 150/26 INTERLOCKING WORKS TO PALLIPPARAMBU MUHAMMEDKKKUTTY HAJI MEMMORIAL ROAD WARD 17

Interlocking work

3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>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

OD68492/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68491/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

11.1.1.1 Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth

11.4.1.2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> I.P.C.C grade M 10<br> (ii) Nominal mix 1:3.6 (Hand mixing)

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 & lt;br> (i) Nominal mix (1:2.5:5)

OD68501/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX L - Pro.No : 72/26 CONCRETING WORKS TO CHERIYA MAILADI PATTARMAR VALAPPIL ROAD WARD 20

Road Concreting

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

OD68515/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68516/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68514/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX M - Pro.No : 207/26 CHERADA ALAVIKKUTTY HAJI SMARAKA ROAD 3rd PHASE TARRING WARD 20

Road Concreting

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

OD68518/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68519/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68517/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX N - Pro.No : 90/26 CONCRETING WORKS TO ERAYASSAN KULAMBU ROAD BALANCE PORTION WARD 22

Road Concreting

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

OD68524/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68525/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68523/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX O - Pro.No : 222/26 RENOVATION OF ADIVARAM THEEKINKAAD ROAD WARD 22

Road Renovation

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

OD68522/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68521/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68520/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX P - Pro.No : 91/26 HAND RAIL WORKS TO SIRHIND NAGAR EYYAM KULAMBU ROAD WARD 24

Hand rail

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

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

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Name Board

OD68526/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX Q - Pro.No : 158/26 ARUMADA SOUHRUDHA ROAD CONCRETING WARD 24

Road Concreting

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

OD68530/2025-2026 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.

13.17.1 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 <br> Random rubble masonry

OD68528/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68529/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68527/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX R - Pro.No : 529/26 RE TARRING WORKS TO ALIKKAL IRATTAKKAL ROAD WARD 25

Road Re-tarring

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

OD68535/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.9 Wet Mix Macadam 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 subbase 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. By Mechanical Means with 1 km lead

5.1.1a Prime Coat :- Low porosity 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

5.5.B.2a Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.3a Tack Coat 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 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 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 By Manual Means :- Type A (II) Bitumen (S-65)

APPENDIX S - Pro.No : 206/26 RENOVATION WORKS TO ALINCHUVADU MISHEEN VALAPPU ROAD SECOND REACH WARD 25

Road Concreting

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

OD68533/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68534/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68532/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX T - Pro.No : 183/26 GANDHINAGAR THOKKAMPPARA ROAD SIDE CONCRETE AND RE TARRING AT WARD 28

Road Re-tarring

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

OD68537/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

4.9 Wet Mix Macadam 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 subbase 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. By Mechanical Means with 1 km lead

5.1.1a Prime Coat :- Low porosity 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

5.5.B.2a Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)

5.2.3a Tack Coat 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 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 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 By Manual Means :- Type A (II) Bitumen (S-65)

OD68728/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

APPENDIX U - Pro.No : 173/26 CONCRETING WORKS TO AMBEDKKAR ROAD AT WARD 28

Road Concreting

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

OD68924/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

OD68925/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels 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) (excluding form work)

OD68923/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

APPENDIX V - Pro.No : 251/26 BOUNDARY WALL PROTECTION TO NELLIKKAPPARAMBU ANGANWADI

CIVIL WORKS

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

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.

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

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

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.

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)

13.85.3 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

10.25.2 Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel 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

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

AZEEZ E.K. (BID ID -2325403)

AMEER ALI N. (BID ID -2324972)