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| 1 | Dismantling of Interlocking tiles pavement blocks including stacking of servicable materials and disposale of unservicable materials within a lead of 50 meters as per dircticon of EI/C. |
| 2 | Dismantling cement concrete or brick or granolithic floorsincluding stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). |
| 3 | Disposal of malba from site with cartage up to 8km distance including loading & unloading, T&P etc. required for proper of work as direction by Engineer-In-Charge. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelo roller to achieve the desired density. complete as per technical spercification clause-401 (As per Analysis of Rate) |
| 5 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Coarse sand : 12 graded stone aggregate 40mm nominalsize) including supply of all materials, labour and T&P etc. required for completion of work and curing complete, including cost of form work. In Foundation and floors. |
| 6 | Class-150 Brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (DSR/ PWD 6.1) |
| 7 | 12 mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand (Dholpur sand Not less than in 1.25 FM) of single coatfor interior plasteringupto floor two level including intarnal roundedangles chamfers, and roundedangles notexceeding80mm in girth and finished even and smooth. |
| 8 | CEMENT CONCRETE PAVEMENT(C.C ROAD) constructionof un-reinforced 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges,, ..... ……………. Complete. CHAPTER- 20 (New Item) |
| 9 | Proving and laying cement concrete in 1:2:4 with cement, coarse sand and 20mm guage stone aggregate, curing complete, including cost of form work. (DSR/ PWD 4.1) |
| 10 | R.C.C slab work with cement, coarse sand and 2 cm (3/4\") gauge approved stone grit in the promotion 1:2:4 excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15. |
| 11 | M.S or Iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary of the work and including the supply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. .(As per Analysis) |
| 12 | Deduction for dismantled interlocking tiles………………all complete. |
| 13 | Supply and fixing Manak board …………………….. All Complete. |
| 14 | Construction of Silla patt board using brick work and granite stone …………………….. All Complete. |
| 15 | Add 18 % G.S.T |
