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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1 |
| 2 | Cement concrete with 4cm gauge brick ballast, fine sand 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 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors. As per DSR Code No. 4.1.3 |
| 4 | 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 |
| 5 | Earth workin cutting or in embankmentin ordinarysoil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 |
| 6 | Construction of granular sub-base by 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 roller to achieve the desired density, complete as per Technical Specification clause 401. |
| 7 | Providing laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness hand packing-rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and broomingcrushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405. |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | 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 |
| 12 | 12 mm. Cement plaster in 1:4 with cement and f/sand mortar as per SI No. 584 |
| 13 | Supply and fixing of granite sign board.(As per M.R.) |
