Construction of New Machine Hole and pipe line Arrangement at Kakkan Street and Jawahar Street in Ward-30

Labour for cutting open the BT road for laying water mains or sewer.

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Construction of manholes using sulphate resistant cement at various depths to invert including earth work excavation as per SS20B, laying cement concrete in C.M. 1:3:6 using 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M.1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I.steps, manhole cover and frame etc. complete for the following sizes for each manhole (Asper the type design drawing for manholes). upto 2.00 m depth

SUPPLYING OF UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC-U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003

Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.

Refilling gallery trench and filter basins with clean excavated sand free from silt and clay

Raising the existing circular man hole in heavy type including the removing the existing theman hole cover with frame and dismantling the existing the cement concerte wall end tar roadsurface around the manhole using 1 : 2: 4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm grainte chips for finshing the top surface manhole around etc complete.

Providing and laying,Spreading and compacting 0.396 m3 of 45 - 22.40mm & 0.528 m3 of 22.40 - 2.36 & 0.396 m3 of 2.36 mm and below metal stone aggrregate to Wet Mix Macadam (WMM) soecification 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 pavar 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

Plain Cement Concrete 1:1.5:3 (one cement,one and half fine aggregate sand three coarse aggregates) using 20mm size ISSHBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Supply of FRC Manhole 600 mm size dia cover with frame including cost of conveyance loading fixing the same etc complet