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| 1 | Excavation in foundation in Ordinary Soil 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 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 | 350 mm dia RCC Hume Pipes NP-3 inculidng collars/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement: 2 find sand) inclucling testing of joints |
| 4 | Laying and fixing as per item no-3 (Labour Charge) |
| 5 | 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 |
| 6 | Earth work in cutting or in embankment in ordinary soil 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 |
| 7 | 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. |
| 8 | Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and &P etc. required for proper completion of the work.Same as 279 but 2cm gauge approved stone ballast SI No.-279b |
| 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 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. SI No-283 |
| 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 coarse and 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. Please Enable Macros to View BoQ information |
