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| 1 | Photography work etc. |
| 2 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (S.I. No-257) As in item 251 a above but excavation in black cotton soil in Bundelkhand area requiring use of special tools and plants such as pick axes and sabbals etc. |
| 3 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. (S.I. No.255) |
| 4 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 12 : 6 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No.-273) |
| 5 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.(Chapter No.-8) |
| 6 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus. As Per Item-574 |
| 7 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. S.I. No.279-a |
| 8 | Earth work in filling by cartage earth including loading & unloading cartage from 4.00 km. distance from out of city. |
| 9 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (S.I. No-257) |
| 10 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1 : 4 : 8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No.-273) |
| 11 | R.C.C. in 1:1.5:3 with cement sand and 20 mm grit including cost of all material, labour and T&P etc. complete work But Excluding cost of Rainforcement S.I. No.-288 |
| 12 | MS or Iron work in plain work such as R.C.C. work wrought to required shape as necessary including supply of tar steel T&P etc. S.I. No. 504 |
| 13 | Supply and fixing of Mirzapur or other approved stone slabs 4 cm. (1 ½’’) thick with plain moulding on one edge and fine dressed on all exposed surface as in steps and shelves laid in cement mortar consisting of one part cement and 6 parts approved fine sand of 1.25 F.M. including supply of all materials, labour and T&P etc. required for proper completion of the work. Jhansi Schedule of Rate. As Per S.I. No.371 |
| 14 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) D.S.R. No. 10.28 Rate 612.25 Per Kg. ) |
| 15 | Dewataring of Nala pmping set before and during work including disel & operator for 8 hours a day. |
| 16 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (In area of non-thorny jungle-A) |
| 17 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (S.I. No-257) |
| 18 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Chapter 14 (14.6) |
| 19 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. |
| 20 | Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work |
| 21 | Fixing of Display Board etc. Please Enable Macros to View BoQ information |
