GRAM PANCHAYAT REOTIPUR ME BARAT GHAR KE PAS TEEN SHED NIRMAN KARYA

Excavation in foundation in ordinary soil including lift upto 1.50 M and lead upto 30M. As per SI No. 251

Concrete with 4cm gauge brick ballast coarse sand of 2.25 FM and cement in proportion of 1:4:8 in foundation and under floor including supply of all material. As per SI No. 275

M-150 brick work in 1:4 cement and fine sand of 1.25 FM in foundation and plinth including supply of all materials labour and T&P etc. As per SI No. 305

C.C. work 1:2:4 with cement course sand and 19mm dalla grit including supply of all material labour T&P required for proper completion of the work. As per SI No. 279(b)

Earth work by cartage from 2.00km distance ramming dressing and levelling for completion work as per SI No. 253

4.00cm thick 1:2:4 plain cement concrete floor with cement coarse sand and 2.00cm. Dalla grit laid in panels finished with 3mm. Floating coat of neat cement as per SI No. 605

12mm thick plaster on roughface of wall with cement mortar consising of 1 part cement and 4 part of approved coarse sand. As per SI No. 584-596

150mm dia MS steel pipe (heavy)

Mild steel or iron work in heavy sizes such as trusses built up gates, record racks roof work gates etc. as per SI No. 503

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I. plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. As per specified DSR 12.47.2(2023)

Providing ridges or hips of width 60cm overall width plain G.S. sheet (0.80mm thick with zinc coating not less than 275gm/m) fixed with polymer coated J or L hooks bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. DSR 12.4.1 (2023)

S/F of a signboard & photography