Construction of Boundary Fencing for 40 bighas of land under AEGCL

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-incharge. 2.6.1 All kinds of soil F1 327 X 0.30 X 0.30 X 0.70 = 20.60 Cum Plint Wall 882.00 X 0.60 X 0.20 = 105.84 Cum Total = 126.44 Cum

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: 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) F1 327 X 0.30 X 0.30 X 1.00 = 29.43 Cum Plint Wall 1 X 882.00 X 0.20 X 0.05 = 8.82 Cum Total = 38.25 Cum

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks. Plinth Beam: 882.00 X 0.20 X 0.50 = 88.20 Cum

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) Plinth Wall : 2 X 882.00 X 0.50 = 882.00 Sqm

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works ( for internal Gate ) Lock: 2 X 4 X 0.50 X 3.49 = 13.96 Hinge: 1 X 3 X 0.60 X 3.49 = 6.28 Nut & Bolt: 4 X 11 X 1.00 X 0.92 = 40.48 Angles (50 X 50 X 5) 326 X 4.30 X @3.80 = 5326.80 2 X 326 X 3.00 X @3.80 = 7432.80 Flats (50X5) : 326 X 3.00 X @3.80 = 3716.40 326 X 2.50 X @1.96 = 1597.40 6mm dia bar @ 120mm c/c : 326 X 20 X 3.00 X @0.22 = 4303.20 326 X 25 X 2.50 X @0.22 = 4482.50 Total = 26919.86Kg

Galvanised steel barbed wire of 9.8 kg /100metre 2940 X @11kg/m = 267 kg

yemlal ghimire

Sri Dhrubajyoti Bora

PABITRA SAIKIA

ASHOK CHANDRA WARISA

Sri Promendra Hojai