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| 1 | Dismentalling of B.O.E soling/Inter locking tiles Including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only) (PWD SOR 2022-23, Chepter-20, Serial No.19 Item No. New) |
| 2 | Deduction of old interlocking tiles |
| 3 | 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 ) |
| 4 | Cartage of malva from site up to 8km distance including loading & unloading, T&P etc. required for proper of work as direction by Engineer-In-Charge. (PWD SOR 2022-23, Chepter-3, Item No. 231a ) |
| 5 | Providing and laying cement concrete in 1:4:8 Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete. including cost of form work in Foundation and floors. (PWD SOR 2025-26 Chapter No-05 Item No. 3 Spec. No.4.1). |
| 6 | RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.1). |
| 7 | R.C.C work in Wall (any thickness) including attached plasters, buttresses, plinth and string courses, fillers, columns, pillars, abutments, post and struts etc. including the cost of centering, shuttering, finishing and excluding reinforcement All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.2) |
| 8 | RCC Work Providing and laying inposition specified grade of reinforced cement concrete slab including the cost of centering, shuttering, finishing and excluding reinforcement All work upto plinth level :1:1.5:3 (1cement :1.5 coarse sand: 3graded stone aggregate 20mm nominal size) (PWDSOR 2025-26 Chapter No-05 Item No.8 Spec. No. 5.1). |
| 9 | 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). |
| 10 | 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). |
| 11 | 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. |
| 12 | 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). |
| 13 | 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) |
| 14 | 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). |
| 15 | 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) |
| 16 | Suppy & Fixing of pavment Makers (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. 05 Morth-804 (8.35). |
| 17 | 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). |
| 18 | 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). |
| 19 | Supply & Laying precast concrete blocks (Interlocking Tiles) for paving of thickness 100mm (Compresive strength not less then 30 mpa) Including 25 mm theick local sand Base leveling and dressing of surface to requred level and slope] filling Jointsa With local sand all complete work as speciefied in IS 15658:2006. (PWD SOR 2025-26 Chapter No-12 SI No. 10 New Item) |
| 20 | Proving and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, including cost of form work. (PWD SOR 2025-26 Chapter No-05 Item No. 7 spec. No. 4.1) |
| 21 | M.S or Iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary of the work and including the suply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. (As per Analysis of Rate) |
| 22 | Supplying and Planting of different type trees/plants well developed per direction of the officer-in-charge. ………………… including all complete. |
| 23 | Supply and Fixing M.S Iron Tree Guard brought to required shape as necessary of the work ………………… including all complete. (As per Analysis) |
| 24 | M.S Speciefication Board including painting & writing |
| 25 | P/F of Inogration Granite stone including writing and Please Enable Macros to View BoQ information |
