Construction of 1no. 40 M NBFL Ground based tower foundation including D.G. Set Platform and Ring Earthing at NAKCHI (New site) under Dhenkanal BA

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed.

All kinds of soil

Extra for excavating in Ordinary Rock over and above the rate quoted for Item 1-(a) all kinds of soil .

Extra for excavating in hard rock (blasting prohibited) over and above the rate quoted for Item 1-(a) all kinds of soil .

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All kinds of soil

Filling available excavated earth (excluding rock) / stacked good earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

All kinds of soil.

Extra for Ordinary or hard rock over & above the rate quoted for item -4(a) for 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 :

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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 coarse sand : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Columns, Pillars, Piers, Abutments, Posts and Struts.

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

Thermo-Mechanically Treated bars.

Smooth finishing of the exposed surface of RCC work wiyh 6mm thick cement mortar 1:3 (1 Cement : 3 Fine sand)

Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Carriage of anchor bolts, templates, nuts, guide angle and base plate as required as per direction of Engineer-in-charge from place of store at BHUBANESWAR to work site. Rate include sorting,labour charges in loading and unloading,safe handling etc all complete.

Labour charges for arranging and fixing the anchor bolts of 32mm dia @ 8.00 nos in each column (Total 32 nos) i/c nuts and base plate etc. in position as per direction of Engineer-in-charge. (Templates and anchor bolts, nuts and washers will be supplied by the department).

Galvanising of anchor bolts, nuts & washers (32 nos from top 0.20m length),etc. as per requirement all complete as per direction of Engineer-in-charge, for protecting against corrosion in coastal & extreme weather conditions area.

Credit for recovered templates, nuts and guide angles after fixing of anchor bolts.

Providing and fixing ring earth consisting of ring of size 8.0mx8.0m and laying of G.I. flats of size 50 x 6 mm laid at the bottom of the tower foundation pit, one metre away from the tower base. The G.I. flats shall be connected with each other with G.I. nuts and bolts after placing lead strips/lead wool of 90x5x1mm thick in between and with legs of tower with G.I. nuts and bolts with spring washers. All the joints shall be properly wrapped and sealed by water proof tape to avoid ingress of moisture. The G.I. flats shall be covered with fine and cohesive good earth all around and duly compacted. The G.I. flats shall be bent in such a way that curves are smooth having radius not less than one metre. The rate shall be inclusive of all materials and labour including tools and plants , incidental cost etc all complete and nothing extra shall be paid on any account except earthwork in excavation, filling available excavated earth or good earth brought from outside as the case may be. (Note: Payment shall be made only if the ohmic value of the earth resistance is 0.5 ohms or less . Security Deposit for the whole work will be released only after completion of A/T . Any rectification required to make earth resistance to 0.5 ohms or less is to be carried out by the Agency . If the A.T is not done in one year after completion of work 75% of S.D will be released . Remaining part of S.D will be released after completion of A.T).

PRAKASH CHANDRA SAHU

BIBEKANANDA PATRA