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| 1 | Dismantling of roads for Construction of sewer M.H. including sorting out and stacking of serviciable materials and disposal of unserviciable materials upto a distance of 60m and its reistatement after filling and proper compection of trenches. A) Bitumuen Road |
| 2 | Dismantling of roads for Construction of sewer M.H. including sorting out and stacking of serviciable materials and disposal of unserviciable materials upto a distance of 60m and its reistatement after filling and proper compection of trenches. B) CC Road |
| 3 | Dismantling of roads for Construction of sewer M.H. including sorting out and stacking of serviciable materials and disposal of unserviciable materials upto a distance of 60m and its reistatement after filling and proper compection of trenches. C) Interlocking Road |
| 4 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. A) Lift up to 1.50 M |
| 5 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. B) Lift up to 3.00 M |
| 6 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. C ) Lift up to 4.50 M |
| 7 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. D ) Lift up to 6.00 M |
| 8 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. E) Lift up to 7.50 M |
| 9 | Excavation of foundation in ordinary soil(loam clay or sand) including lift upto 1.50 m & lead upto 30 mts.and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the side of foundation trinches or into the plinth and removal of surplus earth disposed away from the site etc. all complete as per direction of site I/C. F) Lift up to 9.00 M |
| 10 | Close Timbering in trenches A ) 0.0 to 3.0 M deep |
| 11 | Close Timbering in trenches B) 3.0 to 6.0 M deep |
| 12 | Close Timbering in trenches C ) 6.0 to 9.0 M deep |
| 13 | Concrete with 40 mm gauge Brick Blast, L.Sand & Cement in foundation and under floors in the proportion of 10:5:1 including supply of all mat.,lab.,T&P etc. all complete as directed by site I/C. |
| 14 | 1st class brick work with 1:3 cement & coarse sand mortar or including supply of all mat. T&P. lab. etc all complete as directed by site I/C. |
| 15 | RCC work with cement, appd. C.sand& 20 mm gauge appd. Stone ballast in the proportion of 1:1.5:3 in slab excluding its reinforcement and its bending but including its fixing in proper position & binding the same with 24 BWG binding wire and also including necessary centering, shuttering, supply of all mat., Lab., T&P etc. required for proper completion of the work. Binding wire will supplied by the contractor cost etc. all complete as directed by Engr. I/C. |
| 16 | 12 mm thick plaster in 1:3 cement & L.sand mortor including supply of all mat., labour, T&P watering &extra neat finishing etc. all complete as directed by site I/C. |
| 17 | Supply & fixing of footrest of 18 mm dia square fixed with concrete at 9” c/c including supply of all mat., lab., T&P. etc. all complete as directed by site I/C. |
| 18 | Mild steel or iron work in plain work such as reinforced concrete or required shape as necessary including bending for proper completion of the work and including supply of steel, wastage, bends, hooks & authorised over lapping shall be measured etc. all complete as directed by Engr. I/C. |
| 19 | Providing beir to retain sewage water when required in existing sewer line and MH including binding with maneelarope of proper thickness and removal of same after completion of work, supply of all mat., lab., T&P etc. all complete as directed by site I/C. A) Upto 18\\" dia |
| 20 | Providing beir to retain sewage water when required in existing sewer line and MH including binding with maneelarope of proper thickness and removal of same after completion of work, supply of all mat., lab., T&P etc. all complete as directed by site I/C. B) Upto 24\\" dia |
| 21 | Dismantling of damaged M.H. cover with frame, chamber wall and making the surface clean for repairing of manhole with the help of labour, T&P etc all complete |
| 22 | Bailing out of water with 5 HP Diesel pump, 8 hours per day including all accessories such as suction & nonskilled labours, supply of all mat., lab., fuel etc. all complete as directed by site I/C. |
| 23 | Making Punchar in RCC Pipe in M.H. in Sewer of Malba From M.H. |
| 24 | Supply of PFRC M.H. Cover with Frame, Type-Square Size at site, supply of all mat., lab., T&P. etc. all complete as directed by site I/C.Size-600×600×75mm (10 MT Medium Duty) |
| 25 | Supply of PFRC M.H. Cover with Frame, Type-Square Size at site, supply of all mat., lab., T&P. etc. all complete as directed by site I/C.Size-665×665×100mm (20 MT Heavy Duty) |
| 26 | Supply of RCC Frame Of size -650×75mm |
| 27 | Supply of RCC Frame Of size -600×100mm |
| 28 | Supply of RCC Cover On M.H. size -650×75mm |
| 29 | Supply & laying of 150 mm dia RCC Pipe Line i/c all Complete |
| 30 | Same as above but in 200 mm dia |
| 31 | Same as above but in 250 mm dia |
| 32 | Same as above but in 300 mm dia |
| 33 | Making Connection of line in to existing MH i/c repairing of MH wall after making connection |
| 34 | Supply & Laying 80 mm thick PCC Inter Locking Tiles |
| 35 | Cast cement concrete for small work seat fixing and flooring of MH in 1:2:3 cement, appd.C.sand & stone ballast of ½” to ¾” gauge supply of all mat., lab., T&P. etc. all complete as directed by site I/C. (PCC work) |
| 36 | Disposal of surplus earth or dismantled malva from site up to 3 km distance including loading, unloading, cortege etc all complete as directed by site I/C |
| 37 | Making necessary arrangement of barricading with Sal ballies fixed horizontally & vertically with provision of red flag, red lantern and night watchmen including supply of all mat. Labour, T&P etc. all complete as directed by site I/C. |
| 38 | Cartage of Seat & M.H. Cover at Store |
| 39 | Supply & Fixing of RCC Jali Size 450×600×50 mm i/c all Complete Work Please Enable Macros to View BoQ information |
