Directorate Of Urban Local Bodies Tender

Concrete with 4 cm gauge stone ballast , coarse sand and cement in proprtion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 281

M-150 brick work in 1:4 one cement & four fine sand of mortar in subrstructure including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO.305.

Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion of 4:2:1 including supply all the material, labour, Tools & Plants etc. S.I.NO. 279.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M. distance directed by the Engineer-in-charge. (Royality removed by Govt.) for small works / Abadi area. (Where machine can not move). S.I.NO. (253+261b+231a).

R.C.C. Work with cement, approved coarse sand & 2 cm. gauge approved stone grit in proportion of 1:1.5:3 including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 289.

M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including handling for proper shape and including supply all the material, labour, T&P etc. S.I.NO. 504.

Providing wall putty on new surface with approved quality material of Berger/J.K.Birla or similar make 2 coats. S.I.NO. New item./Ch-15.

Finishing waii with wether coat of approved make and quality on new work with two coat to give an even shade with one extra coat including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I.NO. New item

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam Grade - 3 specification including spreading in uniform thickness, hand packing, rolling with smooth, hand / vibratory roller 5 tonnes in stages to proper grade and camber, applying and brooming requisite type of stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. ( as per Analysis Rate)

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse & fine aggregate confirmung to IS standard mixed in concrete mixture / plant not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and ffixing of 125 micron thick polythene ilm, wedges, steel plates including levlling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finihedf fin continuous operation including hassion cloth for curing of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to line & grade including supply of all material, labour, tools & plants etc. required for proper comp;etion of work and also inclulding complete shifting off Recorn 38 fiber reinfoecement material etc. & concrete etc. As per SI NO. New Item No. 9/Chapter 20.

Supply and laying innogration stone