|
| 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. |
| 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) |
| 4 | 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. |
| 5 | 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) |
| 6 | 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 |
| 7 | centering and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns, etc for mass concrete |
| 8 | 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) |
| 9 | P/F on wall face unplasticised rigid PVC rain water pipe conffirming of IS: 133592 of 75 mm dia . |
| 10 | CARRIAGE OF MATERIALScement(upto 2km) |
| 11 | STEEL(upto 2km) |
| 12 | sand(upto 10 km) |
| 13 | stone chips (lead upto 80 km) |
| 14 | bricks (upto 10 km) |
| 15 | Add 18 % GST |
| 16 | Add 1% LC Please Enable Macros to View BoQ information |
