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| 1 | Excavation in foundation inOrdinarySoil including lift upto 1.5m and lead upto 30m requiring the use of special T&P such as Pick axe,Subbles etc. As per S.I. No. 251. |
| 2 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 |
| 3 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 |
| 4 | E/W in cutting or in embankment in ordinary soilI/C ramming & dressing the surface to required levels and slopes including cartage of earth upto 3Km. i/c all SI-253 |
| 5 | Construction ofgranular Sub-baseby providing well 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 smooth wheel rollerto achieve the desired density, complete as perTechincal Specificationclause 401 |
| 6 | Construction of un-reinforce,and expansion joint construction joints only pcc pavement thickness as per design over aprepsred sub base with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarseand fine aggregate confirming to IS383 maximum size of corseaggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix disign laid in approved fixed side form work and fixing of 125 micron polythene film including the levelling formwork as per drawing spreading the concete with showel,rackes,compacting using needle ,screed and plate vibrators and finishing in continuous operation including provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing andtechnical specification clause 1501 |
| 7 | 12 mm. Cement plaster in 1:4 with cement and f/sand mortar as per SI No. 584 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)DSR -5.1.3 |
| 9 | Centering and shuttering including stutting, propping etc. and removal of form forFoundations, footings, bases of columns etc. for mass concrete. As per DSR Code No- 5.9.1 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 11 | P/L 350 mm dia RCC hume pipe NP-3 including collars/spigot jointed with stiff mixture of cementin 1:2 including testing of joints. |
| 12 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.4 only labour |
| 13 | Providing and fixing of Granite stone sign board i/c all |
