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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 | Compaction of Earth work- Compaction ofearth work & Preparation of sub gradeincluding loosening, levelingof earth225mmthick top layer, roughdressingof soil, finaldressing of earth to give level, camber,watering, rollingwithroadroller, compactingthebed toachieveminimumdrydensityasgiven in the Table 300-2 as per Technicalclause305ofMORT&Hspecifications.(Incaseof link roads earth work to be done byvillagers) |
| 6 | 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 560mm i/d RCC man hole cover with frame asper ISI Heavy duty |
| 7 | 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 |
| 8 | Constructing brick masonry road gullychambers as per standard drawings (as persizes given below) including dressing of bedsand sides of chambers to exact profiles, 15cmthick C.C 1:6:12 in foundation, first classbrick work laid in cement sand mortar 1:5, brickwork 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 |
| 9 | 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 |
| 10 | RELAYING 60mm THICK INTERLOCKING TILES |
| 11 | RAISING OF MANHOLE Please Enable Macros to View BoQ information |
