Name of Work:- MOHALLA KHEL WARD 18 MEIN SAJID KE MKAAN SE DILSHAD JE MAKAN TAK CC ROAD AVM NALI NIRMAN KARYA.
Sl. No.
Item Description
1
Dismentling of old tiles
2
Disposal of malba from the site upto 5 km cartage.
3
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 Jincluding 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.LNO. |(253+261b+231a). Cartage upto 10 km from the site
4
Concrete with 4 cm gauge stone Ballast, Coarse sand and [cement in proprtion of 8:4:1 including supply of all materials, ¡labour, T&P etc. required for proper completion of the work. SUND 281
5
Cement concrete work with 2 cm gauge stone grit, coarse sand and cement in proprtion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of libe work SINO 2703
6
Providing and laying spreading and compacted 22.40 - 53 mm graded stone aggregate with fine sand, laying in uniform compacted layers of 100 mm thick with hand roller/mini road [rollar in sub base/base course on well prepared surface and compacting including all T&P taxes & labour coss etc. as directed by enginear-in-charge etc. all completion as per technical specification clouse 406. Jual k
7
concrete with 2 cm gauge approved stone grit, coarse 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 Jusing approved mix design, land in approved fixed from work |(steel channel) laying and fixing of 125 micron thick polythene lm, 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 doth 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 Please Enable Macros to View BoQ information
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