Improvement of drain and road at shivpuri from omkareshwar mandir to n/a house no-- 116/83 in kakadev under ward 86 zone 06.

Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only).

Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in-Charge within s distance of 60 meter.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge:2.1.1 All kinds of soil. O to 0.30 M.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting

Providing and laying in base cement concrete 1:6:12 of not less than stength of m-150 (stone balast 40, 20mm stone normal size and 4cm sotne ballast etc. all comp

class 150 brick work in 1:4 cement mortar in foundation & plingth including supply of all materials labour etc all complete.

12 mm cement plaster of mix 1:4 etc all complete...

Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402

Providing and laying of interlocking concrete Block pavrment having thickness 80 mm as per drawings and tenchnical specification clause 1504. (Exclusive G.S.B.)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconles, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finihing and reinforcement: 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size).