Directorate Of Urban Local Bodies Tender

Dismentling of cement concrete and its stacking as directed by the Engineer- in-charge. As per SI NO. 697

Dismentling of old c.c. tile. S.I.NO. New item no.4.

Disposal of malba from the site upto 5 km cartage. 80% of qty. taken from item no.-1

Dewatring by diesel pumping set of 5 H.P. capacity during the construction of bridge & culvert etc. including hire chargees of pumping set and its POL. Labour all TP etc. complete in all respect. As S.I.NO. chapter 19 new item no. 2 bijnor SOR 19-06-2020.

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

R.C.C Work with 2 cm gauge stone grit, coarse sand and cement in the proportion of 3:1.5:1 in slabs including supply all the material, labour, Tools & Plants etc. S.I.NO. 284 a.

R.C.C Work with 2 cm gauge stone grit, coarse sand and cement in the proportion of 3:1.5:1 in wall including supply all the material, labour, Tools & Plants etc. 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 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)

Laying and Jointing PVC Pipe. Heading

Cement concrete with 2 cm gauge approved stone grit, coarse sand and cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse and fine aggregate conforming to IS standard mixed in concrete mixture / plant of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including levlling the form work spreading the concrete with shovels, racks, compacted using needle, screed and plate vibrators and finished in continious operation including hassion cloth for curing of concrete pavements for not less then 14 days curing compound (where as specified) and water finishing to lines & grade including supply of all materials, labour, T&P etc. required for proper completion of the work and also including complete shifting of Recron 38 fiber reinforcement material etc. & concrete etc.. S.I.NO. New item 9 / Chapter-20

S/F of innogration stone