Remodeling of Barwala Branch from RD 12000 to 14000

Amount

Lining with Design mix cement concrete with of grade M-15 with minimum cement contant 240 kg/cum, 100 mm thick in bed manually including 6mm cement sand slurry 1:3, form work, dressing and preparation of sub grade

Lining with Design mix cement concrete with of grade M-15 with minimum cement contant 240 kg/cum, 125 mm thick in curve portion and side slopes manually including 6mm cement sand slurry 1:3, form work, dressing and preparation of sub grade

Design mix cement concrete of grade M-15 with minimum cement contents 240 kg per cum in foundation & plinth.

Filling expansion joints, with special Imprevious hot pour, 12 mm vide.

Laying of 150 micron polythene sheet.

Supply of 150 micron polythene sheet

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed all lead and lift withminimum lead of 1.0 Km including breaking of clods.

Extra for bailing / pumping outstanding water of pond caused by spring, sub soil water, canal or river seepage and broken water mains or drains except rain water collected in the trenches or foundation before laying concrete work. Note: Work proposed to be executed through agency being a closure work. Quantum of standing water shall be calculated in Kilo leter unit and payment to be made accordingly on actual basis in the present of Vigilance Wing being a closure work.

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed with a combined lead 45mtr including breaking of clods.

Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test).

Dismantling Brick Work, Tile Massonry or Tile Lining and Tile Terracing in cement.

Dismantlining of cement concrete 1:4:8 and sorting stacking serviceable materials within 100mtr distance and disposal of waste material from the site as per direction of Engineer Incharge complete.

First class brick work laid in cement sand mortar 1:3 in foundation and plinth.

First class brick work laid in cement sand mortar 1:3 in foundation and plinth.

Cement concrete 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth.

Cement concrete 1:6:12 with 20 mm nominal size of brick ballast in foundation and plinth.

Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres.

Credit of material available from dismantling

VIDYA PROJECT PVT. LTD.