REPAIR AND REHABILITATION
GEOSYNTHETICS AND REINFORCED EARTH
8.26 C Anti-glare screen with rectangular vane of MS sheet
Unit = Running metre Taking output = 1.50 metre a) Labour
Tractor-trolley hour 0.100 282.50 28.25 P&M-053
d) Painting
Applying 2 coats of painting sqm 0.850 46.00 39.10 Item 8.9
e) Overhead charges @ 0.1 on (a+b+c) 96.77
f) Contractor's profit @ 0.1 on (a+b+c+e) 106.44
Cost for 1.5 m = a+b+c+d+e+f 1209.99
Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on horticulture.
Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans
Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.
ii) MS sheet for 600 x 300 x 3 mm rectangular vane,
one number @ 24kg/sqm M-179 /
1000 iii) MS sheet for 250 mm dia circular vane 3 mm thick,4
numbers @ 24 kg/sqm M-179 /
1000 Add 5 per cent cost of material for fabrication, welding,
bending, nuts, bolts etc
The items of excavation and cement concrete as per approved design to be measured and paid separately
Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation Add 5 per cent of cost of material for fabrication, nuts, bolts
etc
Page 19 of 264
Sr No MoRTH Description Unit Quantity Rate Rs Cost Rs
Spec. Input ref.
Rate per metre = (a+b+c+d+e+f)/1.50 806.66
say 807.00 Note
8.27 Street Lighting
Unit = Each Taking output = one light a) Labour
Mate day 0.030 151.44 4.54 L-12
Mazdoor day 0.500 136.69 68.35 L-13
Electrician day 0.250 264.50 66.13 L-02
b) Material
each 1.000 1820.00 1820.00 M-171
ii) Sodium vapour lamp each 1.000 1213.00 1213.00 M-168
151.65
(i) For Fixing in Median
d) Overhead charges @ 0.1 on (a+b) 332.37
e) Contractor's profit @ 0.1 on (a+b+d) 365.60
Rate per light for fixing in Median= a+b+c+d+e 4286.13
say 4286.00 (ii) For fixing in Footpath
Rate per light for Fixing in Footpath = a+b+c+d+e 4234.61
say 4235.00 Note
8.28 Lighting on Bridges
Unit = Each Taking output = one light a) Labour
Mate day 0.020 151.44 3.03 L-12
Mazdoor day 0.400 136.69 54.68 L-13
Electrician day 0.200 264.50 52.90 L-02
b) Material
each 1.000
1213.00 1213.00 M-170
ii) Sodium vapour lamp 70 watt each 1.000 1213.00 1213.00 M-168
24.26 c) Painting
The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analaysed separately in this chapter.
Suggest ive
Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.
i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level
Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc
Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides
Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side
The items of excavation and cement concrete foundation will be measured and included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter.
Suggest ive
Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp
i) Steel circular hollow pole of standard specification for street lighting to mount light at 5 m above deck level Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc
Page 20 of 264
Sr No MoRTH Description Unit Quantity Rate Rs Cost Rs
Spec. Input ref.
sqm 2.760 46.00 126.96 Item 8.9
d) Overhead charges @ 0.1 on (a+b) 256.09
e) Contractor's profit @ 0.1 on (a+b+d) 281.70
Rate per light = a+b+c+d+e 3225.61
say 3226.00 Note
8.29 Cable Duct Across the Road
(i) Single row for one utility service Unit = Running metre Taking output = 20metres
cum 2.360 5610.00 13239.60
b) Labour
Mate day 0.050 151.44 7.57 L-12
Mazdoor day 1.000 136.69 136.69 L-13
Mazdoor skilled day 0.250 164.69 41.17 L-15
c) Material
Reinforced Cement Concrete pipe 300 mm dia metre 20.000 1149.00 22980.00 M-151
cum 7.200 727.79 5240.09 M-009
Collar for joints 300 mm dia each 9.000 146.00 1314.00 M-083
Cement mortar 1:2 for joints cum 0.020 4152.00 83.04
d) Machinery
Tractor-trolley hour 0.500 282.50 141.25 P&M-053
e) Overhead charges @ 0.1 on (b+c+d) 2994.38
f) Contractor's profit @ 0.1 on (b+c+d+e) 3293.82
Cost for 20 metre = a+b+c+d+e+f 49471.61
Rate per metre = (a+b+c+d+e+f)/20 2473.58
say 2474.00 8.29 (ii) Double row for two utility services
Unit = Running metre Taking output = 20metres
cum 3.370 5610.00 18905.70
b) Labour
Mate day 0.050 151.44 7.57 L-12
Mazdoor day 2.000 136.69 273.38 L-13
Mazdoor skilled day 0.250 164.69 41.17 L-15
c) Material
Reinforced Cement Concrete pipe 300 mm dia metre 40.000 1149.00 45960.00 M-151
cum 14.400 727.79 10480.18 M-009
Collar for joints 300 mm dia each 18.000 146.00 2628.00 M-083
Cement mortar 1:2 for joints cum 0.040 4152.00 166.08
d) Machinery
Tractor-trolley hour 1.000 282.50 282.50 P&M-053
e) Overhead charges @ 0.1 on (b+c+d) 5983.89
Providing two coats of alluminium paint over steel circular hollow pipe
The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter.
Suggest ive
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
a) Random Rubble masonry/Brick masonry in
cement mortar 1:6 for head wall both side Item 12.7
(Addl) B)
Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 20 m)
Item 12.6 (B)
a) Random Rubble brick/Brick masonry in cement
mortar 1:6 for head wall both sides. Item 12.7
(Addl) B)
Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 40 m)
Item 12.6 (B)
Page 21 of 264
Sr No MoRTH Description Unit Quantity Rate Rs Cost Rs
Spec. Input ref.
f) Contractor's profit @ 0.1 on (b+c+d+e) 6582.28
Cost for 20 metre = a+b+c+d+e+f 91310.75
Rate per metre = (a+b+c+d+e+f)/20 4565.54
say 4566.00 8.29 (iii) Triple rRow for three utility services
Unit = Running metre Taking output = 20metres
cum 4.380 5610.00 24571.80
b) Labour
Mate day 0.160 151.44 24.23 L-12
Mazdoor day 3.000 136.69 410.07 L-13
Mazdoor skilled day 1.000 164.69 164.69 L-15
c) Material
Reinforced Cement Concrete pipe 300 mm dia metre 60.000 1149.00 68940.00 M-151
cum 21.600 727.79 15720.26 M-009
Collar for joints 300 mm dia each 27.000 146.00 3942.00 M-083
Cement mortar 1:2 for joints cum 0.060 4152.00 249.12
d) Machinery
Tractor-trolley hour 1.500 282.50 423.75 P&M-053
e) Overhead charges @ 0.1 on (b+c+d) 8987.41
f) Contractor's profit @ 0.1 on (b+c+d+e) 9886.15
Cost for 20 metre = a+b+c+d+e+f 133319.49
Rate per metre = (a+b+c+d+e+f)/20 6665.97
say 6666.00 Note