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| 1 | Dismentalling reinforce cement concrete or reinforce brick work including staking of matrial as directed by the Engineer-in-charge within a distance of 60 meter (200 feet) |
| 2 | Dismantlling brick work or stone work in lime or cement mortar including stacking of material as directed be enginear in charge |
| 3 | Disposal of malwa frome site upto 08 KM distance |
| 4 | Concrete with 4 cm. gauge stone Ballast coars sand of 1.25 F.M. and cement in proportion are 8:4:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work. |
| 5 | M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work. |
| 6 | 12 mm thick plaster with1:4 Cement and four course sand including supply all material and labour, T & P required for proper completion of work |
| 7 | Cement Concrete with 4.0 cm. gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including , supply of all material T&P etc. |
| 8 | RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge. |
| 9 | Mild steel or iron such as in plane reinforcement concrete. |
| 10 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 11 | Construction of un-reinforced, without dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-30) but when thikness of CC is less then 20 cm. (without dowel Bar) |
| 12 | Trimix for C.C. road etc. including hire & fuel charge of concrete floter + all completion of work. |
| 13 | Providing & applying concrete hardner on C.C.road surface etc. all completion of work. |
| 14 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in road/ pavement including groove cutting as per norms etc. all complete as per direction of Engineer-in-charge. |
| 15 | Supply/ fixing of black granite stone sign board with cutting of given maters as per direction of engineer in charge in all complete Please Enable Macros to View BoQ information |
