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| 1 | Cement concrete 1:8:16With stone aggregates 40mm gaugemixing by mechanical means using concrete mixer volumetric type |
| 2 | Compaction of Earth work- Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clauses 305 of MORT&H specifications. (In case of link roads earth work to be done by Govt.) |
| 3 | CompactionExtra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling |
| 4 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vacuum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications. |
| 5 | Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineer- in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic. Providing and fixing and maintenance of caution boards, fencing, night signals, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects. All classes of soil except rocky |
| 6 | Providing & fixing 560 mm, 500 mm and 450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete coping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm (for EHD and HD). RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISIHeavy duty |
| 7 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.200mm o/d pipe |
| 8 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge.Single Road Gully chamberSize 610mm x 457mm x 800mm |
| 9 | Making connection of drain or sewer line withexisting manhole including breaking into andmaking good the walls, floors with cementconcrete 1:2:4 mix (1 cement: 2 coarsesand : 4 graded stone aggregate 20 mmnominal size) cement plastered on both sideswith cement mortar 1:2 (1 cement : 2 coarsesand) finished with a floating coat of neatcement and making necessary channels forthe drain etc. complete.For pipes 100 to 250 mm Diametre |
| 10 | Good Earth Filling including layering watering and compaction |
| 11 | Add for royality for earth work 3000 |
| 12 | Add for contigency 1% Please Enable Macros to View BoQ information |
