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| 1 | Taking out existing CC interlocking paverblocksfromfootpath/centralverge/pavement,includingremoval of rubbishetc.,disposal ofunserviceablematerialtothedumpingground,forwhichpayment shall bemadeseparatelyandstackingofserviceablematerialwithin50metre lead as per direction ofEngineer-in-Charge. |
| 2 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixingbymechanicalmeansusingconcretemixer volumetric type |
| 3 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means |
| 4 | Providing and laying 60 mm thick factorymade cement concrete interlocking paverblock of M-35 grade machine made rubbermoulded smooth finish with strong vibratoryprocess or with vibro- hydraulic compactionmachine and of approved size and design /shape laid in Ordinary Grey and pattern overand including 40 mm thick compacted bed ofcoarse sand, filling the joints with fine sandetc, all complete as per directions ofEngineer-in-Charge IS Code 15658(2006) forNon traffic Areas and streets having width lessthan 3.05 mt.( Also not to used overfootpaths). |
| 5 | Providing and laying 60 mm thick factorymade cement concrete interlocking paverblock of M-35 grade machine made rubbermoulded smooth finish with strong vibratoryprocess or with vibro- hydraulic compactionmachine and of approved size and design /shape laid in Ordinary Grey and pattern overand including 40 mm thick compacted bed ofcoarse sand, filling the joints with fine sandetc, all complete as per directions ofEngineer-in-Charge IS Code 15658(2006) forNon traffic Areas and streets having width lessthan 3.05 mt.( Also not to used overfootpaths) |
| 6 | Excavation manually in trenches with straightor open cutting in built up street/ lane havingwall to wall width of street/ lane upto 3.0metre, for intramural sullage drains,extramural intercepting drains and outfalldrains, storm water channels and other workcontingent or incident thereto, to fulldimensions and depth as shown on thedrawings or as shall be required byEngineer-in-charge including dressing tocorrect sections and dimensions according to templates and levels, dewatering of rain water,diversion of traffic. Providing and fixing andmaintenance of caution boards, fencing, nightsignals, for leads upto 15m and for all liftsand subsequent refilling, watering anddressing upto groung level, including removalof surplus spoil from the site upto 15 metredistance complete in all respects. All classes of soil except rocky |
| 7 | Providing & fixing 560 mm, 500 mm and 450mm internal diametre circular or 450 mm x600 mm clear inside opening rectangular RCCmanhole cover and frame ISI marked as perIS:12592-2002 including carriage from thestores of the Engineer-in-charge to site ofwork, loading, unloading including stackingand setting the same to correct lines overmanholes including cement concrete copping(M:20) around the frame etc. Dia of steel forlifting hook is 16mm (for EHD and HD) RCC Man hole cover with Frame 500mm i/d RCC man hole cover with frame asper ISI Medium duty |
| 8 | Providing, laying in trenches to correctgradient and alignment and jointing of UPVCpipes having ISI specification IS:15328-2003class-SN-8 marked make Supreme, Finolex,Kissan, Jain, Prince or equivalent good onthem and laying the same in trenches tocorrect alignment and gradients, cutting andjointing, testing for water tightness andmaking good the leakages and defectsincluding cost of specials (Specials and Solventshould be of same make as that of pipes)complete in all respects. 200mm o/d pipe |
| 9 | Constructing brick masonry road gullychambers as per standarddrawings (as persizesgivenbelow) includingdressingofbedsandsidesofchamberstoexactprofiles,15cmthick C.C 1:6:12 in foundation, first classbrickwork laid in cement sandmortar 1:5,40mmthick cement concrete 1:2:4 toppinginside the chamber with a floating coat of1.5mmthickneatcementlaidinoneoperationtothetopping, theentireinnersurfaceof thechamber renderedwithneat cementnot lessthan 12.50mm in thickness of 1:2 cementsandplasterandfinishedwithafloatingcoatof neat cement 1mm thick left absolutelysmooth polished and correct to templateincluding cost of precasted RCC road gullygratingandframeincludingpaintwithcoaltar(asspecifiedinitemNo.29.49)completeandto the requirement of the Engineer-In-Charge Single Road Gully chamber Size 610mm x 457mm x 800mm |
| 10 | Makingconnectionofdrainorsewer linewithexistingmanhole includingbreaking intoandmaking good thewalls, floors with cementconcrete 1:2:4 mix (1 cement: 2 coarsesand : 4 graded stone aggregate 20mmnominal size)cementplasteredonbothsideswithcementmortar1:2(1cement:2coarsesand) finishedwith a floating coat of neatcement andmaking necessary channels forthe drain etc. complete. For pipes 100 to 250 mm Diametre |
| 11 | Earth,Surkhi, Sand, Earth, Fly Ash, Bajri,Ballast, Stoneboulders, Kankar andbuildingrubbish, Earth. 0-12.0 km |
| 12 | Compaction Extra for laying earth/fly ash as perspecifications in20cm. Layersanddressingbut excluding cost of rolling |
| 13 | Extraforwateringtheearth/flyashlaidin20cm layers as per specifications for compaction |
| 14 | Extra for rolling to specifications. |
| 15 | LOADING AND UNLOADING By Mechanical Means Stone(buildingorpitching)Sand, Earth, FlyAsh, Bajri, Shingle, Spalls, Brickbats, Brickballast and Stone metal Please Enable Macros to View BoQ information |
