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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20') in depth and earth work in embankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m ('100') distance as directed by the E/I. |
| 2 | Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate 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 layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 4 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 5 | Disposal of excavated surplus earth upto 5km distance including loading, unloading, cartage etc complete including all labour and T&P etc. required for proper completion of the work |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 7 | Providing and Laying separation Membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge. |
| 8 | 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 40 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. Cement concrete prepared with batch mixing machine. |
| 9 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 10 | Providing and laying cement concrete 1:4:8 (1 cement :4 fine sand :8 graded brick aggregate 40 mm nominal size) including supply of all materials, labour T & P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 11 | M- 150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and also including supply of all material labour T&P etc. Required for proper completion of work. |
| 12 | M-150 brick work in one cement & six coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. |
| 13 | Struck Pointing with cement mortor consisting 1 part cement and 2 part of sand of 1.25 FM including supply of all materials labour and t&P etc. required for proper completion of the work. |
| 14 | Struck Pointing with cement mortor consisting 1 part cement and 2 part of sand of 1.25 FM including supply of all materials labour and t&P etc. required for proper completion of the work. |
| 15 | R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including suppply of all materials, labour, T&P etc, required for proper completion of the works strength of the concrete shall not be less than M-20 |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of grade F.E- 500 D or more. |
| 17 | Raising & Repairing of manhole 9\\" thick wall of interned xize 60 x 60 cm with M-150 brick work in 1:3 cement and coarse sand mortar and 12.00 thick internal plaster with cement mortar of 1:4 (1 cement : 4 Cosrse Sand) and struck pointing on top of 1:2 ( 1 part of cement and 2 parts of sand) of 1.25 fineness modulers upto 30 cm height, including opening &refixing of existing manhole cover & cleaning of site. all work shall be executed as per direction of E/I. Please Enable Macros to View BoQ information |
