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| 1 | 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) |
| 2 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr.(200 feet). (SOR-Ch no. 17-697) |
| 3 | Dismantling of B.O.E. Soling/interlocking tiles including stacking of sericable material and disposal of unservicable material witrhin a lead of 50m as per direction of E/I. |
| 4 | Construction of granular sub base (GSB) by providingcoarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. |
| 5 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, cuvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engg-in-charge.(Old CC paver blocks shall be supplied by the department free of cost) |
| 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) |
| 7 | Providing and laying of 125micron plastic sheet etc all complete. |
| 8 | 12mm cement plaster of mix : 1:4 (1 cement :4 coarse sand) |
| 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, durability as per direction by the engineer in charge. |
| 10 | Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. |
| 11 | Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete. |
| 12 | Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15\" landing, bolconies, shelves, chajjas, lintels , bands, plain, window sills, stair cases and spiral stair cases above plinth up to floor five, level excluding the cost of centering, shuttering, finishing and reinforcemen, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded). |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more. |
| 14 | Making connection of pipe to the existing manhole/sewer line etc all complete. |
| 15 | 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. |
| 16 | Disposal of earth and malwa upto 3 km from site including loading and unloading etc. all complete. |
| 17 | Add 18 % G.S.T. |
