Extension of CC Road from Polamma house to Juvaiah house at ward No. 09 under Gram Panchayat, Mayabunder.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources)

1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)

1:2:4 (1 Cement : 2 River sand : 4 graded stone aggregate 20 mm nominal size derived from natura sources)

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for mass concrete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :

All kinds of soil

Carriage of earth work by mechanical transportation including loading unloading for an average lead of 5.00 Km.

Manufacturing and supplying of street light pole made out of 125 mm dia class B ISI standard GI Pipe 3 mtrs long earth stud and necessary GI reducer/coupling fixed with 100mm dia class GI Pipe 1.5 mtrs lond bended to 120 Degree 40 mm dia GI Pipe of 0.6 mtrs long for fixing light fitting along with necessary clamp and 300mmX12mm thick MS Base Plate welded to bottom of pole along with nuts and bolts with painting of two coat of mettlic primer and two coats of synthetic enamel paint, etc. as required.

T CHANDRA SEKHAR

S B SHARMA