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| 1 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 2 | 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 |
| 3 | 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 |
| 4 | Cement Concrete with 2.0 cm. gaug;e Approved stone grit coarse sand & cement in the proportion of 4:2:1 including supply of all material labour tools and plant etc required for proper completion of work |
| 5 | RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge. |
| 6 | Mild steel or iron such as in plane reinforcement concrete. |
| 7 | Supply and stacking of hard stone 22.4 -53 mm gauge stone ballast i/c All comp work |
| 8 | Consolidation of hard stone ballast by hand rammer including opening out stacks sorting hard stone ballast into three sizes, repairing patches in existing road suface with hard stone ballast making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, hard stone ballast to be supplied to the contractor free at site.but 12cm (loose) thick coat of stone ballast excluding roller charges +all comp. work |
| 9 | 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) |
| 10 | Trimix for cc road etc including hire and fuel charges of concrete floter + all completion of work |
| 11 | Providing and applying concrete hardner on c.c road top surface etc all completion of work 24x0.735x(108/107)+17.80x1%(Labour Cess) |
| 12 | 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. |
| 13 | 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 |
