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| 1 | Dismentalling reinforce cement concrete or reinforce brick work including staking of matrial as direct by the ingineercharge within a distance of 60 meter (200 feet) |
| 2 | Dismentalling of old interlocking tiles with all comp. S.I. No New Item 4 |
| 3 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). S.i 692 |
| 4 | Earth work in filling including 12 KM lead |
| 5 | Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273. |
| 6 | 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 S.I No.305 a |
| 7 | 12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc. SI No.584 (A) |
| 8 | Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. S.I. 279 (a) |
| 9 | RCC 1:1.5:3 in cement coarse sand and grit 2 cm. gauge. As SI 284 A |
| 10 | Mild steel or iron such as in plane reinforcement concrete. |
| 11 | Construction of un-reinforced, 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 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer ofless 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,dowel bars, 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-20)but when thikness of CC is less then 20 cm. (without dowel Bar) |
| 12 | S/fixing sing board |
| 13 | Deduction cost of old bricks |
| 14 | Deduction cost of old bricks bats |
| 15 | Deduction for old Interlokingtile+All comp of work |
