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| 1 | Road Filling |
| 2 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means |
| 3 | OD1893/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving downthrough various strata below bed level including cost conveyence , labour charges etc complete.(Based on 60.64.1) |
| 4 | OD1894/2025-2026:Coconut Pile- Driving down coconut pile to lines and levels through various strata including allhire charges and labour for fixing, staging platform and all other appliances necessary for piledriving down after pointing the bottom end |
| 5 | OD6892/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in SingleRow Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar with cement motar 1:2but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets Clause 1106. (C) 300 mm dia |
| 6 | OD6893/2025-2026:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in SingleRow Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar with cement motar 1:2but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets Clause 1106. (C) 150 mm dia |
| 7 | OD7600/2025-2026:Filling Granular Sub base ( GSB ) by using Quarry Muck. Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by compacting with smooth wheel roller, etc complete for improving the CBR value of subgrade (Based on 51.2.3) |
| 8 | 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 |
| 9 | 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 |
| 10 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 11 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 12 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 13 | Retaining Wall construction |
| 14 | 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 |
| 15 | 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 |
| 16 | OD1583/2025-2026:Random rubble masonry with hard stone in Cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth, without levelling course , up to plinth level including all materials cost labour charges, conveyance etc complete. |
| 17 | OD1608/2025-2026:Supplying and laying of geotextile 120gm/sq m with necessary overlap,stitching etc complete asper the direction of departmental officers at site including all materials cost,conveyance,labourcharges etc complete |
| 18 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 19 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm. |
| 20 | 16.21:Engraving letters in hard stone |
| 21 | Interlock work |
| 22 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. Please Enable Macros to View BoQ information |
