CC Roads HariKrishna Garden Yanam

Amount

2.8.1 Earth work in excavation by mechanical eans (Hydraulic excavator) / manual means infoundation trenches or drains (not ex-ceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming ofbottoms , lift upto 1.5m, including getting out the excavated soil and disposal ofsurplus excavated soil as directed within a lead of 50m -All kinds of soil.

2.27 Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete.

4.1.10 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering.- All workupto plinth level-1:5:10 (1 cement: 5coarsesand : 10 graded stone aggregate 40 mm nominal size).

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 (1 cement:2coarsesand : 4 graded stone aggregate 20mmnominal size).

5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and re inforcement -All work upto plinth level :1:1.5:3 (1 cement : 1 .5 coarse sand : 3graded stone aggregate 20mm nominal size).

5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering,shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

4.3.1 Centring and shuttering including strutting, propping etc.and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.- Usingsteel sheet with M.S.frames.

5.22.7 Reinforce-ment for R.C.C work including straightening, cutting, bending, placingin position and binding all complete-Thermo-Mechanically treated bars (ISI BRAND OF APPROVED MAKE) including placing the M30 grade Athees make cover block @60cm centre to centre.

11.3.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neatcement including cement slurry, butexcluding the cost of nosing of steps etc.complete. 40mm thick with 20mm nominal size stone aggregate.

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

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

5.26 Providing and filling in position, blown bitumen in expansion joints.

2.27A.1 Supplying and filling with gravel (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.

GOLLAPALLI VIJAYADURGA

Cheekatala srinivasa rao

Mattaparthi Ganeswara rao

Kanakala Brahmayya

vankayala Narendra

kondamuri venkatarao

Kanakala Adi Narayana