CC Road GN Naidu Colony

Amount

2.1.1 Earthwork in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqmon plan including disposal of excavated earth upto 50m and lift upto 1.5m disposed soil to be leveled and neatly dressed – All kind of soil.

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level-1:2:4 (1cement:2coarse sand:4graded stone aggregate 20mm nominal size).

4.3.1 Centering. Shuttering including strutting, proppings etc. and removal of form work for foundations, footings, bases for columns-Using steel sheet with M.S. frames.

10.25.2 Steel work welded in built up section/framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Ingrating, frames, guard bar, ladder, railings, brackets, gates and similar works.

13.1.1 12mm cement plaster 1:4 (1 Cement: 4 fine sand).

13.52.2 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate prinming coat, preparation of surface, etc. complete. On concrete work.

13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on New work over an under coat ofsuitable shade with oridinary paint of approved brand and manufacture.

4.91.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handdd packing, rolling with smooth 3 wheeled steel roller 8-10tonnes in stages to proper grade and camber, applying and brooming requisite type-A 13.2mm stonbe for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to thr required density-by mechanical means-Water bound macadam Gr-I with some screening( As per MORTH Speification 4th Revision).

4.92.1A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handdd packing, rolling with smooth 3 wheeled steel roller 8-10tonnes in stages to proper grade and camber, applying and brooming requisite type-A 13.2mm stonbe for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to thr required density-by mechanical means-Water bound macadam Gr-II with some screening( As per MORTH Speification 4th Revision).

5.26 Providing and filling in position, bl;own bitumen in expansion joints.

4.1B.1 Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORTH specification, 4th Revision-By mix in place method –For grading-I material.

2.27A.1 Supplkying and filiing with gravel (excluding rock) in trenches, plinth, sides of foundations neither etc. in layers nor exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.

Mattaparthi Ganeswara rao

Gali Veerabhadra Rao

Cheekatala srinivasa rao

mvs murthy

K Ganeshwara Rao

KONA VENKANNA BABU

Kanakala Srinivasu

KSS RAMACHANDRUDU

Kanakala Adi Narayana