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| 1 | Excavation in foundation in ordinary soil or silt (loam, clay or sand) including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from the foundation trenches. (PWD SOR 2025-26, Chepter-4, Item No.01 Spec- 251 ) |
| 2 | Earth work in filling in ordinary soil excavation to be in the form regular pits note excluding 0.5M in depth and earth work embankment to be in 20 Cm layers including ramming and dressing the surface to required slows and also including 1.5M, lift and 30 M lead in all complete. site up to 10 km distance.(As per Analysis of Rate) |
| 3 | Grandular Sub-base with well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelo roller to achieve the desired density. complete as per technical spercification clause-401 (As per Analysis). |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause-405 (As per analysis WBM Grading - 2). |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405 (As per analysis WBM Grading - 3). |
| 6 | Wet Mix Macadam (Plant Mix Method) \\"WMM\\" - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | Providing and applying primer coat with SS1 Grade Bitumen emulsion on .................... Primer at the rate of 0.70 kg/sqm using mechanical means. (As per Analysis). |
| 8 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bitumen binder @ 4.50 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibrater and tendom rollers to achieve the desired compaction as per MoRTH specification clause No 505 complete in all respects. (As per Analysis) |
| 9 | Tack Coat Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom.(As per Analysis). |
| 10 | Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using creshed aggergates of specified graing, premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the mix to work site, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (As per Analysis) |
| 11 | P/L of hot applied thermoplastic compund 2.5 mm thick including trorising glass beeds @ 250 gm per sam area. Thickess of 2.5 mm in exclusive of surface applied glass beeds etc. …………Including cost of all material, labour, T&P etc. require for proper completion of work as direction by E/I. (PWD SOR 2025-26, Chepter-14, SI No. 02 Morth-803 (8.13). |
| 12 | Solar power road marker (Solar Studs) (Cat Eye) Type XASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly aderent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/Call tax. With shanks (PWD SOR 2025-26, Chepter-14, SI No. 16 Morth-804.6 (8.35). |
| 13 | Supplying and Planting of different type trees/plants well developed per direction of the officer-in-charge. ………………… including all complete. |
| 14 | Supply and Fixing M.S Iron Tree Guard brought to required shape as necessary of the work ………………… including all complete. (As per Analysis) |
| 15 | Supply and fixing Manak Board ……….. All Complete. |
| 16 | Construction of Silla Patt board using brick work and granite stone…………………. All complete Please Enable Macros to View BoQ information |
