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| 1 | Dismanteling concreteCement concrete plain 1:2:4 mix |
| 2 | Taking out existing CC interlocking paver blocks from footpath/central verge/pavement, including removal of rubbish etc disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of servicable material within 50 metre lead as per direction of Enginerr-in-Charge |
| 3 | Cement concrete 1:8:16with stone aggregates 40mm gaugemixing by mechanical means using concrete mixer volumetric type |
| 4 | Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement concrete) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10km. laid with a fixed form or slip form paver, spread, compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudianl joints, joint filter, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compund, finished to lines and grades as per clause 602 of MORT&H 5th revision |
| 5 | Excavation manually in trenches with straight or open cutting in built up street/lan 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 contigent 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, dewatreing of rain water diversion of traffic, providing and fixing and maintenance of caution boardas, fencing, night signlas for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto ground level including removal of surplus spoil from the site upto 15 metre didtance complete in all respectsall classes of soil except rocky |
| 6 | Providing & fixing 560mm, 500 mm and 450mm internal diamtere circular or 450mm x 600mm 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 copping (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 and 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 laakages and defects including cost of specials (specials and solvent should be of same make as that of pipes) complete in all respects200mm o/d pipe |
| 8 | Constructing brick masonry road gully chambers as per standrad 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 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 surgave of the chamber rendered with neat cement not less than 12.50 mm 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-chargeSingle road gully chambersize 610mmX457mmX800mm |
| 9 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floor with cement concrete 1:2:4 mox (1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement: 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc complete |
| 10 | Stone (building or pitching( sand, earth, fly ash, bajri, shingle, spalls, brick bats, brick ballast and stone metal |
| 11 | Earth, Surkhi, Sand, Earth, Fly ash, Bajri, Ballast, Stone boulders, kankar and building rubbish, earth5.0 km |
| 12 | Contigency 1% Please Enable Macros to View BoQ information |
