Damaged Walls French Channel Yanam

Amount

2.6.1A Earthwork in excacavation over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m - disposed earth to be levelled and neatly dresses - all kinds of soil.

2.27 Supplying and filling in plinth with river sand under floors, including watering, ramming consoli-dating and dressing complete.

4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).

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

5.9.1 Centering and shuttering including strutting, propping etc and removal of form for - foundations, footings, bases of columns for mass concrete.

5.9.2 Centering and shuttering including strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses plinth and string courses etc.

5.22.A.7 Steel reinforcement for R.C.C.work including straightening, cutting , bending placing in position and binding all complete above plinth level - Thermo - Mechani- cally Treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more.

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

15.9.2 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar.

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

30.8 Providing and fixing 110 mm dia PVC pipes (4kg / cm2) in weep holes including cement concrete 1:5:10 (one cement : 5 sand : 10 graded stone aggregate ) and filling of pebbles etc.

1.1.1 (a)(iv) Disposal of masonry stone to Government site including loading and unloading with in a lead of 3.00 Km radius and levelling the ground etc. complete as directed by the Engineer-in-charge.

KANAKALA SATYANARAYANA

Kanakala Adi Narayana