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| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by Engineer-in-charge with in a distance of 60 mt.(200 feet). ( SOR- Ch no. 17-697) |
| 2 | Dismentaling of B.O.E. soling/ interlocking tiles including stacking of sevicable material and disposal of unsevicable material within a lead of 50m as per deirection of EI/C (Labour only) |
| 3 | Earth in cutting or in embankment in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embakement or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge.(SOR-Ch no-4-253(A) |
| 4 | Earth work in excavation in trenches for foundations pipes cable etc in ordinary soil(Loan clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. |
| 5 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size |
| 6 | Brick work with common burnt clay ( non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement :4 coarse sand)(SOR-Ch no.6-1-6.1.1) |
| 7 | Construction of Granular sub base (G.S.B.) by Providing closed graded material, spreading in uniform layer with motar grader on prepared surface mixing by mix In place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H Specification 401 |
| 8 | Providing and laying of 125micron plastic sheet etc all complete. |
| 9 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, Including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without Impairing strength and durability as per direction of the Engineer-in-charge.Note: 1) Excess/less cement used than specified in this item is payable/ recoverable separately.M-30 grade plain cement concrete (cement content considered @ 340Kg/cum) |
| 10 | Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work. |
| 11 | Raising manhole by dismantling & refixing of manhole cover & frame including dimantling C.C. and C.C. work in 1:2:4 but excluding brick work which taken separately and all completion of work. |
| 12 | Additional for non metalic CC surface hardener etc. all complete. |
| 13 | 12 mm cement plaster of mix 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.(SOr-Ch no.13 -6-13.9.1) |
| 14 | Providing and Laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering finishing and reinforcement - All work upto plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm) ( Ch-5- si no.-14 -5.1.2) |
| 15 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.(over all rate)(SOR-Ch no.-10-504(c) |
| 16 | Construction of Gully Pit size0.60x0.60x0.75 including Brick work in 1:4 &RCC gully pit Jali in all complete |
| 17 | Disposal of earth and malwa upto 10km from site including loading and unloading etc. all complete. |
| 18 | Add 18 % G.S.T. Please Enable Macros to View BoQ information |
