PULIYA NIRMAN WORK MUKESH / SHANKER KE GHAR KE PAS UBRI DARA, KHALIYAPADA GP BHATKI

E/W in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. Including taking out the excavated soil and depositing and ramming and disposal of surplus excavated soil as directed within lead of 50 mtr. Kankar mix soil 100%

E/W in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. Including taking out the excavated soil and depositing and ramming and disposal of surplus excavated soil as directed within lead of 50 mtr. Ordinary Rock 0%

P/L cement concreting including curing , compaction etc. complete using stone aggregate 20mm nominal size in foundation and plinth (1:4:8) (GKN BSR 2025/26Item10a)

R.R. stone masonary for foundation and plinth in cement sand mortar 1:6 for above 30 cm thick wall . (GKN BSR 2023/24 Item29B)

P/L 1000 mm dia and fixing in position RCC spun or Hume pipe ISI marked with proper joint in required slope . Packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar (1:3) and made perfectly air and water tight including testing of joints. (GKN BSR 2025/26 Item147B)

P/L cement concrete 50 mm thick copping M-15 grade mix (1:2:4) (GKN BSR 2025/26Item142A)

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick (GKN BSR 2025/26Item77B)

Earthwork in embankment including breaking of clods, laying of soil in layers not exceeding 250mm (loose thickness) in required side slopes ramming etc. complete. (hard soil ) by jcb 50 % hard soil

Earthwork in embankment including breaking of clods, laying of soil in layers not exceeding 250mm (loose thickness) in required side slopes ramming etc. complete. (hard soil ) by jcb 50 % Kankar soil