|
| 1 | C.C. RoadScarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material with in all lifts and lead upto 1000 metres. |
| 2 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Plant Mix Method) 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 compacting with vibratory roller to achieve the desired density. |
| 4 | Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick. |
| 5 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, vaccum dewatering, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. |
| 6 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. |
| 7 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Using grade ‘A’ sealing compound conforming to IS: 1834.10mm Width & 50mm Depth |
| 8 | Maintenance of Earth ShoulderStripping excess soil (average 75 mm thick) from the shoulder surface to achieve the approved level and compacting with plate compactor. |
| 9 | Dismantaling of old existing ramp/slabs i/e disposal of dismantaled material as per direction by E/I. |
| 10 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 11 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 12 | Supply and fixing of 80mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 13 | Supply and fixing of 80mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 14 | Drain & Culvert workExcavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m & lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m. from foundation trenches. |
| 15 | Providing and laying cement concrete 1:4:8 (1 cement:4 coarse sand (FM 2.20 to 3.60): 8 graded stone ballast 40 mm nominal size) including supply of all material labour T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors as per E/I. |
| 16 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 17 | Providing and laying cement concrete 1:2:4 cement, coarse sand (2.20 to 3.60) and 20 mm gauge stone ballast including supply of all material labour T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation and floors as per E/I. |
| 18 | 12 mm thick plaster with cement mortar in proportion 1:6 cement and coarse sand including cost of all material labour t& p etc complete for the proper completion of the work. |
| 19 | Struck/Flush Pointing with cement mortar (1:2) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 |
| 20 | RCC work with cement approved coarse sand and 2cm.(3/4) gauge approved stone grit in the proportion 1:1½:3 ( 1 cement: 1½ coarse sand and 3 stone grit) for Slabs & Sunshade excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc and also including supply of all mat- erial, labour and T&P etc. required for proper completion of the works. |
| 21 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. FE 500D |
| 22 | Disposal/ Cartage of earth/ Malba/ Refuse materials/ Garbage etc outside the parishad boundary area of Municipal limit above 8 Km distance. Please Enable Macros to View BoQ information |
