Directorate Of Municipal Administration Tender

vol 3 pg no.74 iteam no.8.42.1 - Supplying and fixing M15 grade precast cement concrete Kerbstones for Roadway, Sidewalls and gutters fixed with CM 1:3fixed and finsihed in line as per direction of Engineer in charge.(The cost of PCC shall be paid extra)300 x 250 x 100 mm size

vol-1 pg no.6 iteam no.1.16.1 - Earth work excavation for pipelines/cables by Manual means upto 600 mmtrench width, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, removal of stumps andother deleterious matter, including dressing of excavated surfaces, disposingoff or leveling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m. Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering and liftupto 1.5 m including cost of labour, tools, usage& other appurtenances requiredto complete the work In all kinds of soils. Depth upto 1.50m

vol-5 pg no.95 iteam no.9.1.1 - Providing, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc.complete(Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia

vol-5 pg no.7 iteam no.1.10 - Refilling available earth around trenches/pipelines, cables in layers notexceeding 20 cms in depth, compacting each deposited layer by ramming afterwatering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labourcomplete as per specification

vol -5pg no.35 iteam no.2.61 - Providing and constructing stand post 1.22m x 1.22m size for publicfountain with R.C.C. post of size 1.22m x 0.38m x 0.10m with top roundedand R.C.C. curb slab of size 1.22m x 0.30m x 0.05m in CC 1:2:4 proportionwith 20 mm and down size granite jelly with nominal reinforcement asper design, plastered with CM. 1:4, 20 mm thick to the exposed faces withpot rest slab of size 0.45m x 0.30m x 0.20m in CC 1:2:4 proportion 10cms thick and smooth finishing with CM 1:4 to the exposed faces with necessary fom work centering, machine mixing, tamping, curing as perspecifications including cost of steel and necessary earth work excavationand disposing off the excavated earth as directed with all lead and liftwith appurtenances., etc. complete.