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| 1 | E/W. excavationby mechanical means ( Hydraulic excavatory manual means over areas (exceeding 30cm in depth ,1,5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift ,as directed by engineer - in charge . DSR NO. 2.6.1 .ALL kinds of soil |
| 2 | P/L. P.C.C. 1:4:8 (1 cement:4 course sand (zone iii) derivedfrom natural sources:8 graded stone aggregate 40 mm.nominal size derived from natural sources ) D.S.R. NO. 4.1.8 |
| 3 | Brick work wth common burnt clay F.P.S.(non modular)bricks of class desidnation 7.5 in foundation and plinth in cement mortor 1:4 (1cement:4 coarse sand) D.S.R.NO. 6.1.1 |
| 4 | P/L. C.C. 1:2:4 (1 cement:2 course sand (zone iii) derived from natural sources:4 graded stone aggregate 20 mm.nominal size derived from natural sources ) D.S.R. NO. 4.2.3 |
| 5 | Construction of granular sub-base by providing well graded material ,spreading inuniform layers with moter 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. |
| 6 | Providing and laying factory made chamfered edge Cement Concreteroviding and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern,finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. D.S.R. NO. 16.91.2 |
| 7 | 12mm thick plaster of mix. in 1:4 (1cement : 4 C/Sand) mortar all complete.D.S.R. NO. 13.4.1 |
| 8 | R.C.C. Work in walls ( any thickness ) including attached pilasters ,columns , piers, abutments , pillars , posts ,struts , etc , above plingth level up to floor five level , excluding the cost of centering, shuttering and finishing and reinforcement in 1:1.5:3 (cement , c/sand ( Zone -III ) derived from natural sourses: 3 grade stone aggregate 20 mm nominal size derived from natural sourses) DSR NO. 5.2.2 |
| 9 | Steel reinforcement for R.C.C. work including straightening ,cutting ,bending , placing in position and binding all complete upto plinth level .DSR NO. 5.22.6 for RCC Slab |
| 10 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 11 | E/W .in cutting &filling including cartage3.0 km work done distance all complte |
| 12 | S/F Sign board at site all comp Please Enable Macros to View BoQ information |
