P/L SN-8 Pipe and CC Flooring in ward no. 35 Est cost Rs. 6.42 lacs dt 28/29.05.2026

Cement concrete 1:8:16 With stone aggregates 40mm gauge mixingbymechanicalmeansusingconcrete mixer volumetric type

unreinforcedcementconcreteM-20volumetric batchmixedusingbatchtypeconcretemixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Providing&fixing560mm,500mmand450 mminternal diametrecircular or 450mmx 600mmclear insideopeningrectangularRCC manholecoverandframeISImarkedasper 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 includingcement concretecopping (M:20)aroundtheframeetc.Diaofsteel for lifting hook is 16mm (for EHD and HD). RCC Man hole cover with Frame 560mmi/dRCCmanholecoverwithframeas per ISI Medium duty

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

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm 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 For pipes 100 to 250 mm Diametre

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 chamber Size 610mm x 457mm x 800mm

Earth work of silt clearance of channels and drains Kassi work undressed involving an average horizontal throw up to 2 metres and average vertical lift up to 0.5 metres

Dismantling concrete Lime concrete, cement concrete of 1:6:12 or leaner mix

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 serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

60MM thick IL tiles relay