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| 1 | Appendix - A - Njarathadam Cheenippadi Road |
| 2 | OD277997/2025-2026OD from DAR 51.2.3 : Filling with Quarry Muck : Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, leveling the top atsite and consolidation by ramming, etc complete for improving the CBR value ofsubgrade |
| 3 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 4 | OD277998/2025-2026Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement:2 fine aggregate: 4 course aggregate) with out form work laid to required slope andcamber in panels (@ 3 m c/c) as required including compaction, finishing andtamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed inconcrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 5 | OD277999/2025-2026Providing and fixing granite of any colour and shade for name board of required sizelaid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all chargesetc . complete at all levels, including lettering fixing.. |
| 6 | Appendix -B -Straight Path Road |
| 7 | OD278000/2025-2026OD from DAR 2.28.1: Surface dressing of the ground including removing vegetationand inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 mand lift up to 1.5 m. All kinds of soil |
| 8 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 9 | OD278001/2025-2026Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement:2 fine aggregate: 4 course aggregate) with out form work laid to required slope andcamber in panels (@ 3 m c/c) as required including compaction, finishing andtamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed inconcrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 10 | OD278002/2025-2026Providing and fixing granite of any colour and shade for name board of required sizelaid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all chargesetc . complete at all levels, including lettering fixing.. |
| 11 | Appendix - C - Perungallathikkadavu Jalanidhi Road |
| 12 | OD294899/2025-2026OD from DAR 2.7.1 Earth work in excavation by mechanical means (Hydraulicexcavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and liftup to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock |
| 13 | OD294900/2025-2026(11.4.1.1 without formwork) Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6without formwork |
| 14 | 12.5.1.1Plain/reinforced cement concrete in substructure complete as per drawings andtechnical 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) |
| 15 | 11.8Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 16 | OD294901/2025-2026OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) inopen areas in layers not exceeding 20 cm in depth, consolidating each deposited layerby ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of siteEngineer-in-charge |
| 17 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 18 | OD294903/2025-2026Modified 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement:2 fine aggregate: 4 course aggregate) with out form work laid to required slope andcamber in panels (@ 3 m c/c) as required including compaction, finishing andtamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed inconcrete mixer etc complete as per specification (i) Nominal mix (1:2:4) |
| 19 | OD294902/2025-2026Providing and fixing granite of any colour and shade for name board of required sizelaid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all chargesetc . complete at all levels, including lettering fixing.. |
| 20 | Appendix - D - Areekkal Parappil Padi Road Side Protection |
| 21 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 22 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 23 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 24 | 4.2.5Providing and laying cement concrete in retaining walls, return walls, walls ( anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the costof centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III)derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 25 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 26 | 60.6PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete |
| 27 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 28 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc |
| 29 | OD294886/2025-2026Providing and fixing Granite of any colour and shade for Name board, of requiredsize laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including allcharges etc. complete at all, levels, including lettering & fixing Please Enable Macros to View BoQ information |
