Imp of side patri and drain from house of shiv ram singh to abhinandan party lown in keshavpuram awas vikas 1 sector m in vinayakpur ward 54 under Zone-6.

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 50m and lift upto 1.5 m , as per directed by engineer-in-charge:2.1.1 all kind soil

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 out the All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size).

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...

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).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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 & Laying of Rubber moulded interlocking Concrete Block with 80mm thick ICBP(75% Gray & 25% Red/Yellow coloured) having strength not less than 30KN/m2 complete as per Technical Specification Clause 1500.