Improvement work of road by laying drain and interlocking tiles from E 511 to E 501 via E 730 and E 540/11 near Krishna Park in Mohalla Krishna Vihar under Zone 06 Ward 23 Housing Development.

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: 0 to 0.30 м.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all and lead of 1000 m as per Tenchnical specification Clause 202. Cement mortar.

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)

Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand)

12 mm cement plaster of mix: 1:4 (1) cement: 4 coarse sand)

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.

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