Name of Work:- P/L SN-8 Pipe and CC Flooring in ward no. 35 4. Est cost Rs.6.42 lacs
Sl. No.
Item Description
1
Cement concrete 1:8:16 With stone aggregates 40mm gauge mixingbymechanicalmeansusingconcretemixer volumetric type
2
unreinforcedcementconcreteM-20volumetric batchmixedusingbatchtypeconcretemixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
3
Providing&fixing560mm,500mmand450mminternal diametrecircular or 450mmx600mmclear insideopeningrectangularRCCmanholecoverandframeISImarkedasperIS: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 includingcement concretecopping(M:20)aroundtheframeetc.Diaofsteel forlifting hook is 16mm (for EHD and HD). RCC Man hole cover with Frame 560mmi/dRCCmanholecoverwithframeasper ISI Medium duty
4
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 to correct 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
5
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
6
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 1:5,40mm thick cement concrete 1:2:4 toppinginside the chamber with a floating coat of1.5mm thick neat cement laid in one operationto the topping, the entire inner surface of thechamber rendered with neat cement not lessthan 12.50mm in thickness of 1:2 cementsand plaster and finished with a floating coatof neat cement 1mm thick left absolutelysmooth polished and correct to templateincluding cost of precasted RCC road gullygrating and frame including paint with coal tar(as specified in item No. 29.49) complete andto the requirement of the Engineer-In-Charge Single Road Gully chamber Size 610mm x 457mm x 800mm
7
Earth work of silt clearance of channels anddrains Kassi work undressed involving an average horizontal throw up to 2 metres and averagevertical lift up to 0.5 metres
8
Dismantling concrete Lime concrete, cement concrete of 1:6:12 or leaner mix
9
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal ofunserviceable material to the dumping ground,for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction ofEngineer-in-Charge.
10
60MM thick IL tiles relay Please Enable Macros to View BoQ information
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