Name of Work : Replacement of Collection UGSSmain Pipe at KK Nagar in Cuddalore City Municipal Corporation.
Sl. No.
Item Description
1
Labour for cutting C.C road for laying water mains or sewer.
2
EARTH WORK EXCAVATION FOR PIPE LAYING WORKS FOR WATER SUPPLY AND SEWERAGE WORK UGSS Leak Retification in all Kinds of Roads , Sandy area, including all cost of material labour and other incidental charges etc.., complete and all other incidental charges for the depthsand as directed by the Departmental Officers( An extra 5% is allowed for laying of sewers under UGSS for earthwork excavation alone below 4m depth.) SS20B
3
Dewatering using 20HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
4
Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths .
5
Supply and Delivery of 450mmDUCTILE IRON CLASS PN10 FLANGED PIPES AS PER IS 8329/2000 . including all cost of Material , Conveyance chrges to Carry work site etc.., Complete as Directed by the departmental officers.
6
Refilling the Excavated Earth Work. complete and all other incidental charges for the depthsand as directed by the Departmental Officers
7
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
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