Situación actual

barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc

Barbed wire 335 metres length @ 9.38 kg per 100 metres

MS angle iron 40 mm x 40mm x 6 mm,

23 metres in length @ 3.5 kg per metre M-179 /1000 Add for GI staple binding wire, drilling holes

etc. @ 2 per cent of the cost of material Applying two coats of painting on exposed surface of angle iron posts ( Rate as per item no. 8.9)

Item 8.9 d) Overhead charges @ input on

(a+b)

e) Contractor's profit @ input on (a+b+d)

Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters.

G.I Barbed Wire Fencing 1.8 Metre High

barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc

Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H

Spec.

s/ Input ref. Mate day 0.120 input #VALUE! L-12 Blacksmith day 0.400 input #VALUE! L-02 Mazdoor day 2.500 input #VALUE! L-13 b) Material kg 40.150 input #VALUE! M-063 kg 152.000 #VALUE! #VALUE! #VALUE! c) Painting sqm 3.960 #VALUE! #VALUE! #VALUE! #VALUE!

Cost for 30 metres fencing = a+b+c+d+e #VALUE!

#VALUE! say #VALUE! Note

8.19

Unit = Running metre

Taking output = 30 m a) Labour

Mate day 0.120 input #VALUE! L-12 Welder day 1.000 input #VALUE! L-02 Mazdoor day 2.000 input #VALUE! L-13 b) Material

i) Angle iron for posts 50 x 50 x 6 mm kg 106.000 #VALUE! #VALUE! ii) Runner flat 50 x 5 mm kg 26.000 #VALUE! #VALUE!

kg 151.000 input #VALUE! M-191 OR

kg 293.000

c) Machinery

Tractor-trolley hour 0.100 input #VALUE! d) Painting

Painting two coats including priming sqm 8.000 #VALUE! #VALUE! #VALUE! #VALUE!

Cost for 30 metre = a+b+c+d+e+f #VALUE!

Rate per metre = (a+b+c+d+e+f)/30 #VALUE!

say #VALUE! Note

Barbed wire 428 metres length @ 9.38 kg per 100 metres

MS angle iron 50 mm x 50 mm x 6 mm,33.8 metres in length @ 4.5 kg per metre

M-179 / 1000 Add for GI staple, binding wire, drilling

holes etc. @ 2 per cent of the cost of material

Applying two coats of painting on

exposed surface of angle iron posts Item 8.9 d) Overhead charges @ input on

(a+b)

e) Contractor's profit @ input on (a+b+d)

Rate per metre fencing = (a+b+c +d+e)/30

Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters.

Sugge stive

Fencing With Welded Steel Wire Fabric 75 mm x 50 mm

angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in

M-179 / 1000 M-179 /

1000 iii) Welded steel wire fabric 75x50 mm

mesh @ 4 kg/sqm,4 x 30 x 1.2 + 5 per cent wastage

Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, 7.75 x 30 x 1.2 + 5 per cent wastage

Add 2.5 per cent of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables

P&M- 053 Item 8.9 e) Overhead charges @ input on

(a+b+c)

f) Contractor's profit @ input on (a+b+c+e)

i) Adopt any one type of welded steel wire fabric 75 x 50 mm or 75 x 25 mm as per approved design.

Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H Spec. s/ Input ref. 8.20 808

Unit = Running metre

Taking output = 10metres

cum 1.296 #VALUE! #VALUE! cum 0.648 #VALUE! #VALUE! iii) Painting of pipe sqm 4.710 #VALUE! #VALUE! sqm 2.160 #VALUE! #VALUE! a) Labour (For fixing at site)

Mate day 0.010 input #VALUE! L-12 Mazdoor day 0.250 input #VALUE! L-13 Plumber day 0.010 input #VALUE! L-02 b) Material

metre 30.000 input #VALUE! M-175 kg 99.360 #VALUE! #VALUE!

#VALUE! c) Machinery

Tractor-trolley hour 0.040 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! say #VALUE! 8.21 808

Unit = Running metre

Taking output = 10metres

cum 1.296 #VALUE! #VALUE! cum 0.648 #VALUE! #VALUE! cum 0.320 #VALUE! #VALUE! iv) Painting of pipe sqm 4.710 #VALUE! #VALUE! a) Labour

Mate day 0.014 input #VALUE! L-12 Mazdoor day 0.350 input #VALUE! L-13 Plumber day 0.010 input #VALUE! L-02 b) Material

Steel pipe 50 mm dia as per IS:1239 metre 30.000 input #VALUE! M-175 c) Machinery

Tractor-trolley hour 0.250 input #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! ii) The item of excavation and cement

concrete in foundation shall be measured and paid separately

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings

i) Excavation for foundation (6

Nos)6 x 0.6 x 0.6 x 0.6 Item No. 3.13

ii) Foundation concrete M-15 grade

PCC 6 x 0.6 x 0.6 x 0.3 12.8 (A)Item

Item 8.9 iv) Painting of channel section 6

nos,1.8 metres each 0.2 x 1.8 x 6 = 2.16

Item 8.9

Steel pipe 50 mm external dia as per IS:1239

Medium weight steel channel (ISMC series) 100 mm x 50 mm,10.8 metres length @ 9.2 kg per metre

M-179 / 1000 Add for drilling holes @ 2 per cent of cost

of channels

P&M- 053 d) Overhead charges @ input on

(a+b+c)

e) Contractor's profit @ input on (a+b+c+d)

Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e

Rate per metre =

(i+ii+iii+iv+a+b+c+d+e)/10

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing

i) Excavation for foundation (6

Nos)6 x 0.6 x 0.6 x 0.6 Item No. 3.13

ii) Foundation concrete M - 15 grade PCC 6 x 0.6 x 0.6 x 0.3

Item 12.8 (A) iii) RCC M - 20 for pre cast posts 6

nos of 1.8 metres each 14.1(A) Item

Item 8.9

P&M- 053 d) Overhead charges @ input on

(a+b+c)

e) Contractor's profit @ input on (a+b+c+d)

Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e

Rate per metre =

Sr NoMoRT Description Unit Quantity Rate Rs Cost Rs H Spec. s/ Input ref. say #VALUE! 8.22 809

Unit = Linear metre

Taking output = 10 m (i) a) M 20 grade concrete

M 20 grade concrete cum 3.000 #VALUE! #VALUE!