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| 1 | Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20\\") distance as directed by the E/I.as per si.no. 253 |
| 2 | Excavation in foundation in ordinary soil (Loam clay or sand) includind lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251. |
| 3 | Concrete with 4 cm.gauge Stone ballast,C.sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 281 |
| 4 | Providing and laying 350 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint. |
| 5 | M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as per S.I.No.305. |
| 6 | 12 mm.thick plaster with cement morter in proportion of 1:4 cement and sand of 1.25 F.M.over brick work minimum thickness not to be less than 10 m.m.including s/o all materials labour and T&P.required for proper completion of the work.as per SI.No.584 |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 8 | Construction of K.C. drain with precast of C.C. Blocks size (370x250 mm) laid in flat position (37.5 mm in length) & kerb stone (300mm in length i/c cost of all material labour T&P etc,proper completion of work. |
| 9 | Painting or varnishing new iron work in small area with one coat (upto one sq.m) of ready mixed priming paint and one coat of approved superior quality ready mix paint of clear synthetic varnish i/c s/o materials labour and T& P etc. required for proper completion of work. Paint to be used should confirm to the ISINo.103 1950.As per S.I.No.(641+642) |
| 10 | S/F of 110 mm dia pvc pipe ISI Mark for drainage work |
| 11 | SFRC Medium Duty Manhole Cover cover Size (600x600x75 mm.) i/c all |
| 12 | SFRC Medium Duty Gully Pit cover Size (300x300x50 mm.) i/c all |
| 13 | Supply and Fixing of imformatory sign board Please Enable Macros to View BoQ information |
