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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.(DSR-18/15.7.4/AR) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).(DSR-18/15.2.2/AR) |
| 3 | Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ).(SOR-20/4.01/251(a)) |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating with road roller including making good the undulations etc.and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1/AR) |
| 5 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compactingwith vibratory roller to achieve the desireddensity.(MoRTH-20/4.14/406/B) |
| 6 | Providing and laying Pre-cast RCC Grass paver block of M-30 grade of size 450x450x70 mm, including reinforcement with 8mm dia M.S. bars on each side, including setting in position in footpath to the required level and line over a bed of 50mm thick compacted fine sand, compacting an proper embedding/laying of paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling and swepping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacture's specification & direction of Engineer-in-charge. 70 mm thick RCC pavement slab block of M-30 grade with approved colour, design & pattern. (Based on DSR-18/16.91/AR/SOR) |
| 7 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 including supply of all material, labour, tools & plant etc, required for proper completion of the work. (UPPWD/SOR-20/5.08/281) |
| 8 | RCC Grade M-25 using batching plant transit mixer & manual placing. (MORTH-20/9.06/E/Case-II) |
| 9 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. up to plinth level Thermo-Mechanically Treated bars og grade Fe 500D or more. (Sail Steel)(DSR-18/5.22.6/AR) |
| 10 | Supply of Dewatering Pump 10 HP |
| 11 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately. Concrete grade M-40 (Cement content 400 Kg) 200 mm thick hollow core slab.DSR-18/26.73.1.4/AR |
| 12 | Extra for using M-50 (Cement content 425 kg) instead of M-40 100mm and 200mm thick hollow core slab 200 mm.DSR-18/26.73.2.1/AR |
| 13 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge.DSR-18/26.75/AR |
| 14 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes.Lead within 15 Km. |
| 15 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.Prestressed hollow core Slab up to 200 mm thickness.DSR-18/26.77.1/AR |
| 16 | Labour Cess will be paid extra as per applicable |
| 17 | GST will be paid extra as per applicable Please Enable Macros to View BoQ information |
