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| 1 | Earth in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. |
| 2 | Dismantling plain cement or lime concrete work including ---do---of E/I. |
| 3 | Providing clean coarse sand in filling foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm think with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I. (Mode of measurement compacted volume) |
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained from excavation of foundation treanches within a lead of 50M and lifts of 1.5M all complete as per specification and direction of E/I. |
| 5 | Providing and laying 80mm thick factory made concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction of approved size, design and shaped, laid in required colour and pattern over bed as per relevant IRC code filling the joints with fine sand etc all complete as per the direction of E/I |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Labour for cleaning the work site before and after work----do-----E/I |
| 8 | Tack Coat on Cement concrete pavement Providing and applying tack coat with bitumen Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 9 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen. Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 10 | Bituminous concrete Grading- I with VG-30 Grade Packed Bitumen. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent of 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, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects |
| 11 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including glass beads @ 250gms. Per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to level,uniform and free from streaks and holes.(A sealing primer may be applied in advance in cement concrete pavement to ensure proper bonding.Any laitance and / or curing compound to be removed where paint is required to be applied on concrete surface. |
| 12 | Carriage Of Material (A) Cement (Lead 3kmP ) |
| 13 | (B) Sand (Lead 1km K + 9km P) |
| 14 | (C) Stone Chips(Lead 1KM K+24KM P) |
| 15 | (D) Bitumin(Lead 147KM) |
| 16 | (E) Emulsion (Lead 147KM) |
| 17 | S/F/F Sign.Board |
| 18 | Goods & Service Tax (G.S.T.) - |
| 19 | Labour Cess - Please Enable Macros to View BoQ information |