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| 1 | Road WorkExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m complete As per direction of E/I |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. complete As per direction of E/I |
| 3 | Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density As per direction of E/I |
| 4 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work complete As per direction of E/I |
| 5 | Separation membrane of impermeable plastic sheeting 125micron thick including supply of all material, Labour, T&P etc complete As per direction of E/I |
| 6 | Providing and laying in position bitumien hot sealing compound on expeansion joints etc including making expention joint complete with respect as per direction of E/I |
| 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge |
| 8 | Providing and laying of cement concrete in 1:1.5:3 (1 cement 1.5 C.sand 3 20mm stone grit) including supply of all materials labour T&P etc.complete with form work complete As per direction of E/I |
| 9 | Disposal of extra earth/dismantled material within 5km distance.including loading , unloading & cartage as per direcion by E/I. |
| 10 | Dismantaling of old existing ramp/slabs i/e disposal of dismantaled material within 5km distance as per direction by E/I |
| 11 | DrainEarth work in excavation in ordinary soil (loam, Clay or sand) i/c lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavaled earth in to the trenches or into the side of foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by E/I. |
| 12 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., |
| 13 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per direction by E/I. |
| 14 | 12mm thick plaster in 1:6 cement and coarse sand (F.M. 1.50 - 1.75 ) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth No extra for mixing any additive with neat cement finished as per direction by E/I. As per direction of E/I |
| 15 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and excluding necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. As per direction of E/I |
| 16 | M..S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work. As per direction of E/I |
| 17 | Centering and shuttering including strutting propping etc and removal of form for lintels, beams plinth beam, girders, bressumers and cantilevers. As per direction of E/I |
| 18 | Disposal of surplus earth including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 5 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. As per direction of E/I |
| 19 | Cleaning of exiting drain including sweeping work, collection of garbage disposal of malwa complete as per direction byE/I Please Enable Macros to View BoQ information |