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| 1 | Cheruchalpram-alamkode-Chathanur road |
| 2 | OD419105/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kindsof soil |
| 3 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 4 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 5 | OD419106/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 6 | OD419104/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 7 | Vadakke Vavanoor EMS road |
| 8 | OD418607/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kindsof soil |
| 9 | 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. |
| 10 | OD418609/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 11 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 12 | OD418608/2025-2026:Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm asper drawings and Technical Specification Clause 1504. |
| 13 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 14 | OD418614/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 15 | Chalachi Eriyedam road |
| 16 | OD419116/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kindsof soil |
| 17 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 18 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 19 | OD419115/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 20 | OD419114/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 21 | Vavanoor komangalam baki bhagam |
| 22 | OD419119/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kindsof soil |
| 23 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 24 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 25 | OD419118/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 26 | 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. |
| 27 | OD419122/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with goodquality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials Labour charges etc. complete as per direction of Departmental officers at site(DAR 60.7.1) |
| 28 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 29 | OD419117/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 30 | Cheguvera mukkilpeedika mooliparamb road |
| 31 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. |
| 32 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 33 | OD429462/2025-2026:Interlocking Concrete Block PavementProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm asper drawings and Technical Specification Clause 1504. |
| 34 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 35 | OD419547/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 36 | OD419546/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 37 | Aamakkavu Aathrasseri Ambalam road(bridge) |
| 38 | 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 |
| 39 | 11.1.1.2: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>(ii) 3 m to 6 m depth |
| 40 | OD418887/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site |
| 41 | OD418892/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 42 | OD418995/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift up to 1.5 m. |
| 43 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 44 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 |
| 45 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 46 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 47 | 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. |
| 48 | OD419084/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with goodquality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials Labour charges etc. complete as per direction of Departmental officers at site(DAR 60.7.1) |
| 49 | OD418886/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. |
| 50 | Pettikkada Kattilmadam road |
| 51 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 52 | 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. |
| 53 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 54 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 55 | OD418867/2025-2026:Filling with quarry muckFilling up low lying and water logged areas with local materials/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving theCBR value of sub grade. |
| 56 | OD418864/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc. Please Enable Macros to View BoQ information |
