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| 1 | Cleaning jungle including uprooting of rank vegetation grass brush wood ,trees & saplings of grith up to 30 cm measured at a height of 1m above G.L and removal of rubbish up to a distance of 50m out side the periphery of the area cleared(UPPWD SOR-2020/259/1 |
| 2 | Supplying and laying of good earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).DAR-18/1 6.2 /P-240 |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres |
| 5 | Granular sub-base with close graded A, plant mix methodConstruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH/(AR/YEIDA) |
| 6 | Add Royality for GSB |
| 7 | Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA) |
| 8 | Add Royality for WMM |
| 9 | Providing and applying primer coat with bitumen VG:10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means |
| 10 | Providing and applying Tack coat on prepared surface with bitumen VG:10 in boiler and spraying the emulsion with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 2.5 Kg Of bitumen for 10 sqm |
| 11 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. A/R/MOST/25 |
| 12 | Add Royality |
| 13 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres With bricks of class designation-150 DAR-18/16.7.1/P-262 |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- all work upto plinth level.(Cast-in Situ) 1:4:8(1cement :4coarse sand : 8 graded stone aggregate 40mm nominal size) DAR-18/4.1.8/P-85 |
| 15 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. DAR-18/6.1.2/P-109 |
| 16 | 12mm cement plaster of mix:1:4 (1 cement : 4 coarse sand) DAR-18/13.4.2 |
| 17 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DAR-18/16.69 |
| 18 | White washing with lime to give an even shade: New work (three or more coats) DAR-18/13.37.1 |
| 19 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications.DAR-18/16.62 |
| 20 | 2.5% maintance for road work Please Enable Macros to View BoQ information |
