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| 1 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation within lead 50 m and lift 1.5 m complete |
| 2 | Earthwork in excavation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts levelling,ramming the foundation trenches ,removing roots of tree,shrubs all complete as per approved design , building specification and direction of E/i.PCC ROAD -1849.5DRAIN - 961.2 |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all lifts including cost of all materials, labour ,royalty and taxes all complete as per building specification and direction of E/I .(Mode of measurment compacted volume)PCC ROAD - 1302.048DRAIN - 281.952 |
| 4 | Providing designation 75B one brick edge soling joints filled with local sand including the cost of watering taxes royality all complete as per building specification and direction of E/I. |
| 5 | Providing Designation 75B one brick flate soling joint filled with local sand including cost of taxes watering royalty all complete as per building specification and direction of E/I. |
| 6 | Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concrete.PCC ROAD |
| 7 | Centering and shuttering including strutting , propping etc. and removal of form for foundation , footing , bases of columns, etc for mass concrete.Slabdrain wall |
| 8 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and - all work upto plinth level 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone - iii) : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone - iii) : 3 graded stone aggregate 20 mm nominal size) do(side wall drain) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone - iii) : 3 graded stone aggregate 20 mm nominal size) SLAB |
| 11 | Providing tor steel reinforcement of 10 mm, 12mm dia. Rods as per approved design and drawing excluding carriage of bars to work site including cutting , bending , binding with anneled wire with coast of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. ( Valid for TATA/SAIL (5.5.5) |
| 12 | filling in fonundation trenchs and plinth in layers not exceeding 150 mm thick well watered ,rammed, fully compacted and fine dressed with obtained after cutting within lead of 50 m and left of 1.5 m all complete as per building --- do---E/I |
| 13 | CARRIAGE OF MATERIALSCement |
| 14 | stone chips |
| 15 | brick |
| 16 | earth |
| 17 | Add 18 % GST |
| 18 | Add 1% LC Please Enable Macros to View BoQ information |
