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| 1 | Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lift up to 30.0 Mtr & including all to proper completion of work as per D.S.R 2.8.1 |
| 2 | Earth work in Cutting/filling in ordinary soil 30 m lead and 1.5 m lift including ramming and dressing including all as per S.I.253+231(A) |
| 3 | Concrete 1:6:12 cement, coarse sand and 40mm nominal size brick ballast as per S.I. 273 |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in 1:4 cement Coarse sand D.S.R 6.1.1 |
| 6 | Providing and Laying of Interlocking Concrete Block Pavment having thickness 80 mm as per drawing and Technical Specification Clause 1504 |
| 7 | 12 mm thick plaster 1:4 cement coarse sand as per D.S.R 13.4.1 |
| 8 | CC in 1:1.2:4 cement coarse sand and grit as per D.S.R 4.1.3 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level D.S.R.5.1.2 |
| 10 | Centering and shuttering including removal in lintels, beams, plinth beams , girders cantilever DSR 5.9.5 |
| 11 | Mild steel work in R.C.C. including cutting and bebnding and all upto plinth level and above Plinth level as per D.S.R.5.22.1 |
| 12 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete D.S.R 16.19 |
| 13 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) as per D.S.R. 16.53 |
| 14 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. size 10 x 80 mm as per D.S.R 10.27.2 Please Enable Macros to View BoQ information |
