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Ward No. 09, Bishunpurwa Construction of an interlocking road and drainage channel including covers extending from Jagdamba Sighs boundary wall up to Chanchal Sonis house.
Ward No. 09, Bishunpurwa Construction of an interlocking road and drainage channel including covers extending from Jagdamba Sighs boundary wall up to Chanchal Sonis house.
REPAIR TO AREA DRAINAGE, STORM DRAIN, PCC WORK AND CERTAIN RELATED WORKS OF AREA-V UNDER AGE B/R (CENTRAL) OF GE (WEST) COLABA, MUMBAI
Taking down cement plaster on brick/stone or concrete surface including racking out joints, hacking for key, scrubbing down with water to receive plaster, including removing debris/rubbish materials off the site out side MD land, complete all as specified and directed.
Desiltation of Howrah Drainage canal (Double Barrel) from Tikiapara rail culvert to Padma pukur Jola South Eastern railway culvert no. 06 under Howrah Municipal Corporation.
Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc. (Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.) (a) (a) By manual means within an initial lead of 30 M and an initial lift of 1.50 M
Removal of Wet Silt in Manholes at Sreenivasapuram, Nandalapadu, Anjineyamanyam, Jutur Colony for maintenance of Under Ground Drainage in Tadipatri Municipality under Municipal General Funds.
SH F/C, C/O Passing places, Side drain, Parapets, Cross Drainage, CC Pavement, M/T and five years routine maintenance Package No.HP-06-180.
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling/wedging out rocks (Where blasting is prohibited) as per drawings and MORD technical specification section 300 and as per direction of the Engineer-in-Charge including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring, strutting, pumping and bailing out water (surface and sub soil water) upto any depth any quantum of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST.
Construction of a drainage system and CC road in Ward No. 04 Shri Ram Vatika extending from Sai Property to the Delhi Road main thoroughfare
Cement concrete with2cmgauge approved stone grit, coarse sand& cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture / Plantofnot less then 0.2cum capacity & appropriate weight batcher using approvedmix design, laid inapproved fixed formwork (steel) channel) layingand fixingof 125micron thick polythene film, wedges, steel plates including leveling the formwork spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including has sioncloth for curringof concrete pavements for not less then 14days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plantsetc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc .SOR SI NO. CH.20 NEW ITEM NO.9