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| 1 | Removing of old laid tiles at all comp work |
| 2 | S/L. of stone ballast 22.4 to 53mm size with stacking for measurement etc all complete as per tha direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 3 | Supplying & laying of 80mm thick rubber moulded tiles at all comp.as per SOR 2022 |
| 4 | Relaying of old tiles at all comp. |
| 5 | 12mm THICK plaster as in item no.582 but with cement & approved coarse sand mortar in 1:4 (SENO 13.06-583) |
| 6 | 2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer in charge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. Item no.360 |
| 7 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30M. and including filling watering and 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move). PWD SOR 2022 4.1.1 |
| 8 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballastfine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer in charge. [AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 2731 |
| 9 | R.C.C. Standards post/struts/rails/pales of mix 1:1.5:3(1 cement: 1.5 coarsesand: 3 graded storie aggregate12.5 mm nominal size) with wooden plugs or 6mm barnibs wherever required as per direction of Engineer-incharge(cost of earth works in excavationi, concrete worksinfoundation to be paid separatelvi |
| 10 | Fencing with R.C.C. post placed at required distance, embedded incement concrete blocks, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two postsfitted and fixed with G.I. staples on wooden plugs or G.I. binding wiretied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately): Payment to be made per metre cost of total length of barbed wire used. 16.17.1 With G.I. barbed wire |
| 11 | S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 (a).less piller |
| 12 | Finishing wall with weather coat of approved make and quality on old surface with two or more coat to give an even shade after throughly brushing the surface free from mortar droping and other foreign matters and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..AS PER PWD SOR 2022 662 NEW ITEM. |
| 13 | Same as in item 502 above but in M.S.Grills& Stair case railing.SOR 502A, PWD 10.21 |
| 14 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
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