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| 1 | Dismentling of CC/Damar Roads I/C all Complete Work |
| 2 | Dismentling of Interloking Tiles i/c all work complete |
| 3 | Dismentling of old sewer line including all T&P etc. |
| 4 | Dismentling of old brick work |
| 5 | Deduction of old brick work |
| 6 | Total amount of deduction of old brick work |
| 7 | (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) SOR NO.251 |
| 8 | Supply of ISI marked following sizes of NP-3 200mm dis RCC spigotted and socketed non pressure pipes (dia inmm) as per IS 498 including confirming . |
| 9 | Laying and Jointing ISI marked following sizes of 200mm dia RCC pipe NP-3 or NP-4 pipe socket/ spigot including rubber ring and lowering the same into the trenches true to alignment and gradient upto depth as specified bek w G.L as per is 783. is 12288 |
| 10 | Supply of ISI marked following sizes of NP-3 300mm dis RCC spigotted and socketed non pressure pipes (dia inmm) as per IS 498 including confirming . |
| 11 | Laying and Jointing ISI marked following sizes of 300mm dia RCC pipe NP-3 or NP-4 pipe socket/ spigot including rubber ring and lowering the same into the trenches true to alignment and gradient upto depth as specified bek w G.L as per is 783. is 12288 |
| 12 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR SI NO. 273 |
| 13 | M-150 class Brick in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.SOR NO.-305 |
| 14 | 12MM Thick 1:4 cement finesand & mortar SI NO. 584 |
| 15 | SUPPLY AND FIXING OF HEAVY DUTTY MANHOLE NEWLY LAID SEWAR LINE |
| 16 | Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two DAYS SOR NO. -3,CH NO-20,NEW ITEM-1 |
| 17 | Making temporary bunds for diviersion of drain and for making suitable working space and dismentalling of the same after completion of works with palacement of earthen / sandy bages at every suitable spacing |
| 18 | Making inter connection from new laid sewer line with to existing sewer line including all required matrial T&P etc |
| 19 | making sewer connection of house 100/135 Ø hold including all required material, excavation, T&P and including dismentling of cc road and repair cc road after completion of work as per direction by engineer in charge |
| 20 | PCC Ratio (1:6:12) with cement F/S and brick blast complete in respect |
| 21 | CC Ratio (1:2:4) with cement C/Sand and and stone grit complete in respect |
| 22 | Relaying of interloking old tiles i/c complete work |
| 23 | C.C work for jointing sewer pipe 1:1.5:3 including all required material T&P etc.(480/2.5=192 no) (pwd sor ch-05 item no284) As per direction by engineer in-charge |
| 24 | Cleaning of site After completation of work.including transportation charge with diesel and driver and all required labour T&P etc. (pwd sor ch-03 item no 231 a)As per direction by engineer in-charge |
| 25 | Shifting of consumer water connection at the time of laying of sewer line. As per direction by engineer in-charge. |
| 26 | Shifting of public utility like drain pipe, electric wire etc dismentling and reinstenment of nala nad nali for crossing sewer line. As per direction by engineer in-charge. |
| 27 | Add 18% GST Please Enable Macros to View BoQ information |
