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TRANSCRIPT
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Published By: The Chief Engineer, PWD(R&B), Agartala, Tripura
Government of Tripura Public Works Department
Volume - I
Published By: The Chief Engineer, PWD(R&B), Agartala, Tripura
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Analysis of Rates/Chapter-1/ MoRTH
CHAPTER-1
CARRIAGE OF MATERIALS
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
1.1 Loading and unloading of Stone
Boulder, stone aggregate, Brick
Aggregate, Kankar, earth, Crushed slag,
Stone for Masorny Work by Mechanical
Means including a lead upto 30m.
Placing tipper at loading point, loading with
front end loader, dumping, turning for return
trip, excluding time for haulage and return
tripUnit = cumTaking output = 5.5 cum Time required for
i) Positioning of tipper at loading point Min 1.000
ii) Loading by front end loader 1 cum
bucket capacity @ 25 cum per hour
13.200
iii) Maneuvering, reversing, dumping
and turning for return
2.000
iv) Waiting time, unforeseen
contingencies etc
4.000
Total Min 20.200
a) Machinery
Tipper 5.5 tonnes capacity hour 0.3367 334.00 112.46 P&M-073
Front end-loader 1 cum bucket capacity
@ 25 cum/hour
hour 0.3367 920.00 309.76 P&M-030
b) Add GST (multiplying factor) @
0.1405 on (a)
59.32
c) Contractor's profit @ 15 % on (a+b) 72.23
d) Add Cess @ 1.00 % on (a+b+c) 5.54
Cost for 5.5 cum = a+b+c+d 559.31
Rate per cum = (a+b+c+d)/ 5.5 101.69
say 101.70
1.2 Loading and unloading of Stone
Boulder, stone aggregate, Brick
Aggregate, Kankar, earth, Crushed slag,
Stone for Masorny Work by Manual
Means including a lead upto 30m.
Unit = cumTaking output = 5.5 cuma) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor(unskilled) day 0.750 310.00 232.50 L-18
b) Machinery
Tipper 5.5 tonne capacity hour 0.750 334.00 250.50 P&M-073
c) Add GST (multiplying factor)@
0.1405 on (a+b)
69.17
d) Contractor's profit @ 15 % on
(a+b+c)
84.22
e) Add Cess @ 1.00 % on (a+b+c+d) 6.46
Cost for 5.5 cum = a+b+c+d+e 652.15
Rate per cum = (a+b+c+d+e)/5.5 118.57
say 118.601.3 Loading, Unloading of Cement or steel
by Manual Means and stacking
Unit = tonneTaking output = 10 tonnes
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Analysis of Rates/Chapter-1/ MoRTH
CHAPTER-1
CARRIAGE OF MATERIALS
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
a) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor(unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Truck hour 2.000 375.00 750.00 P&M-080
c) Add GST (multiplying factor) @
0.1405 on (a+b)
195.97
d) Contractor's profit @ 15 % on
(a+b+c)
238.62
e) Add Cess @ 1.00 % on (a+b+c+d) 18.29
Cost for10 tonnes = a+b+c+d+e 1847.68
Rate per tonnes = (a+b+c+d+e)/10 184.77
say 184.80
1.4 Haulage excluding loading and
unloading
Haulage of materials by tipper/ truck
excluding cost of loading, unloading and
stacking.Unit = t.kmTaking output 10 tonnes load and lead10 km = 100 t.km(i) Surfaced Road
Speed with load : 20 km/ hour.
Speed while Returning empty :35 km/ hour.
a) Machinery.
Tipper 10 tonne capacity
Time taken for onward haulage with load hour 0.500 334.00 167.00 P&M-073
Time taken for empty return trip. hour 0.290 334.00 96.86 P&M-073
b) Add GST (multiplying factor) @
0.1405 on (a)
37.07
c) Contractor's profit @ 15 % on (a+b) 45.14
d) Add Cess @ 1.00 % on (a+b+c) 3.46
cost for 100 t km = a+b+c+d 349.53
Rate per t.km = (a+b+c+d)/100 3.50
say 3.50
1.4 (ii) Unsurfaced Graveled Road
Speed with load: 20 km / hour
Speed for empty return trip :30 km / hour
a) Machinery
Tipper 10 tonnes capacity
Time taken for onward haulage with load hour 0.670 334.00 223.78 P&M-073
Time taken for empty return trip hour 0.330 334.00 110.22 P&M-073
b) Add GST (multiplying factor) @
0.1405 on (a)
46.93
c) Contractor's profit @ 15 % on (a+b) 57.14
d) Add Cess @ 1.00 % on (a+b+c) 4.38
Cost for 100 t .km = a+b+c+d 442.45
Rate per t.Km = (a+b+c+d)/100 4.42
(Considering hilly roads and the timing of movement
in Maeghalaya & Tripura on the NH)
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Analysis of Rates/Chapter-1/ MoRTH
CHAPTER-1
CARRIAGE OF MATERIALS
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
say 4.40
1.4 (iii) Katcha Track and Track in River
Bed/Nallah Bed and Choe Bed.
Speed with load :10 km / hour
Speed while returning empty:15 km / hour
a) Machinery
Tipper 10 tonnes capacity
Time taken for onward haulage hour 1.000 334.00 334.00 P&M-073
Time taken for empty return trip hour 0.670 334.00 223.78 P&M-073
b) Add GST (multiplying factor) @
0.1405 on (a)
78.37
c) Contractor's profit @ 15 % on (a+b) 95.42
d) Add Cess @ 1.00 % on (a+b+c) 7.32
Cost for 100 t .km = a+b+c+d 738.89
Rate per t.Km = (a+b+c+d)/100 7.39
say 7.40
1.5 Hand Broken Stone Aggregates 63 mm
Nominal Size
Supply of quarried stone, hand breaking
into coarse aggregate 63 mm nominal size
(passing 80 mm and retained on 50 mm
sieve) and stacking as directed.
Unit = cumTaking output = 1 cuma) Labour
Mate day 0.060 310.00 18.60 L-17
Mazdoor(unskilled) day 1.500 310.00 465.00 L-18
b) Material
Supply of quarried stone 150 - 200 mm
size
cum 1.100 3168.75 3485.63 M-152
c) Add GST (multiplying factor) @
0.1405 on (a+b)
557.68
d) Contractor's profit @ 15 % on
(a+b+c)
679.04
e) Add Cess @ 1.00 % on (a+b+c+d) 52.06
Rate per cum = a+b+c+d+e 5258.00
say 5258.00
1.6 Crushing of Stone Aggregates 13.2 mm
nominal Size.
Supply of Stone boulders and crushing in
an integrated stone crushing unit of 200 t / h
capacity comprising of primary and
secondary crushing units, conveyor belt and
vibrating screens to obtain stone
aggregates 13.2 mm nominal size.
Unit = cumTaking Output = 600 cum at crusherlocation.a) Labour
Mate day 0.760 310.00 235.60 L-17
Mazdoor (Skilled) day 2.000 395.00 790.00 L-20
Mazdoor(unskilled) day 17.000 310.00 5270.00 L-18
b) Material
Stone Boulder of size 150 mm and below cum 800.000 3149.00 2519200.00 M-183
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Analysis of Rates/Chapter-1/ MoRTH
CHAPTER-1
CARRIAGE OF MATERIALS
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
c) Machinery
Integrated stone crusher of 200 TPH
including belt conveyor and vibrating
screens
Hour 6.000 13910.00 83460.00 P&M-059
Front end loader 1 cum bucket capacity Hour 20.000 920.00 18400.00 P&M-030
Tipper 5.5 cum capacity Hour 20.000 334.00 6680.00 P&M-073
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
370082.00
e) Contractor's profit @ 15 % on
(a+b+c+d)
450617.64
f) Add Cess @ 1.00 % on (a+b+c+d+e) 34547.35
Cost for 600 cum = a+b+c+d+e+f 3489282.59
Rate per cum = (a+b+c+d+e+f)*0.95/600 5524.70
say 5524.70
Note:- 1. 800 cum of stone boulders are
needed to get 600 cum of stone aggregates
of size 13.2 mm.2. 95 per cent of above cost will be
attributed to the production of 600 cum of
stone chips of 13.2 mm size and balance 5
per cent to the production of stone dust
which comes out as a by-product.
3. The integrated stone crusher includes
primary and secondary crushing units.
1.7 Crushing of Stone Aggregates 20 mm
nominal Size
Supply of Stone boulders and crushing in
an integrated stone crushing unit of 200 t / h
capacity comprising of primary and
secondary crushing units, conveyor belt and
vibrating screens to obtain stone
aggregates of 20 mm nominal size.
Unit = cumTaking Output = 670 cum at crusher location.a) Labour
Mate day 0.760 310.00 235.60 L-17
Mazdoor (Skilled) day 2.000 395.00 790.00 L-20
Mazdoor(Unskilled) day 17.000 310.00 5270.00 L-18
b) Material
Stone Boulder of size 150 mm and below cum 800.000 3149.00 2519200.00 M-183
c) Machinery
Integrated stone crusher of 200 TPH
including belt conveyor and vibrating
screens
Hour 6.000 13910.00 83460.00 P&M-059
Front end loader 1 cum bucket capacity Hour 20.000 920.00 18400.00 P&M-030
Tipper 5.5 cum capacity Hour 20.000 334.00 6680.00 P&M-073
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
370082.00
e) Contractor's profit @ 15 % on
(a+b+c+d)
450617.64
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Analysis of Rates/Chapter-1/ MoRTH
CHAPTER-1
CARRIAGE OF MATERIALS
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
f) Add Cess @ 1.00 % on (a+b+c+d+e) 34547.35
Cost for 670 cum = a+b+c+d+e+f 3489282.59
Rate per cum = (a+b+c+d+e+f)*0.90/670 4687.10
say 4687.10
Note:- 1. 800 cum of stone boulders are
needed to get 600 cum of stone aggregates
of size 20 mm.2. 90 per cent of above cost will be
attributed to the production of 600 cum of
stone aggregates of 20mm size and
balance 10 per cent will be for smaller size
aggregates and stone dust which comes out
as a by-product.3. The integrated stone crusher includes
primary and secondary crushing units.
1.8 Crushing of Stone Aggregates 40 mm
nominal Size
Supply of Stone boulders and crushing in
an integrated stone crushing unit of 200 t / h
capacity comprising of primary and
secondary crushing units, conveyor belt and
vibrating screens to obtain stone
aggregates of 40 mm nominal size.
Unit = cumTaking Output = 750 cum at crusher location.a) Labour
Mate day 0.760 310.00 235.60 L-17
Mazdoor (Skilled) day 2.000 395.00 790.00 L-20
Mazdoor(unskilled) day 17.000 310.00 5270.00 L-18
b) Material
Stone Boulder of size 150 mm and below cum 800.000 3149.00 2519200.00 M-183
c) Machinery
Integrated stone crusher of 200 TPH
including belt conveyor and vibrating
screens
Hour 6.000 13910.00 83460.00 P&M-059
Front end loader 1 cum bucket capacity Hour 20.000 920.00 18400.00 P&M-030
Tipper 5.5 cum capacity Hour 20.000 334.00 6680.00 P&M-073
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
370082.00
e) Contractor's profit @ 15 % on
(a+b+c+d)
450617.64
f) Add Cess @ 1.00 % on (a+b+c+d+e) 34547.35
Cost for 750 cum = (a+b+c+d+e+f) 3489282.59
Rate per cum = (a+b+c+d+e+f)x0.85/750 3954.52
say 3954.50
Note:- 1. 800 cum of stone boulders are
needed to get 600 cum of stone aggregates
of size 40 mm.2. 85 per cent of above cost will be
attributed to the production of 750 cum of
stone aggregates of 40mm size and
balance 15 per cent will be for smaller size
aggregates and stone dust which comes out
as a by-product.3. The integrated stone crusher includes
primary and secondary crushing units.
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
2.1 201 Cutting of Trees, including cutting of
Trunks, Branches and Removal of
stumps
Cutting of trees, including cutting of trunks,
branches and removal of stumps & roots,
refilling, compaction of backfilling and
stacking of serviceable material by manual
means with all lifts and lead up to 1000
metres as per MoRT&H Technical
Specification Clause 201.
Unit = Each(i) Girth from 300 mm to 600 mm
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.600 310.00 186.00 L-18
b) Machinery
Tractor with trolley hour 0.100 237.00 23.70 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
30.33
d) Contractor's profit @ 15 % on
(a+b+c)
36.94
e) Add Cess @ 1.00 % on (a+b+c+d) 2.83
Rate for each tree = a+b+c+d+e 286.00
say 286.00
(ii) Girth from 600 mm to 900 mm
a) Labour
Mate day 0.040 310.00 12.40 L-17
Mazdoor (unskilled) day 0.900 310.00 279.00 L-18
b) Machinery
Tractor with trolley hour 0.300 237.00 71.10 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
50.93
d) Contractor's profit @ 15 % on
(a+b+c)
62.01
e) Add Cess @ 1.00 % on (a+b+c+d) 4.75
Rate for each tree = a+b+c+d+e 480.20
say 480.20
(iii) Girth from 900 mm to 1800 mm
a) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor (unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Tractor with trolley hour 0.400 237.00 94.80 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
103.91
d) Contractor's profit @ 15 % on
(a+b+c)
126.53
e) Add Cess @ 1.00 % on (a+b+c+d) 9.70
Rate for each tree = a+b+c+d+e 979.74
say 979.70
(iv) Girth above 1800 mm
a) Labour
Mate day 0.160 310.00 49.60 L-17
Mazdoor (unskilled) day 4.000 310.00 1240.00 L-18
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
b) Machinery
Tractor with trolley hour 0.600 237.00 142.20 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
201.17
d) Contractor's profit @ 15 % on
(a+b+c)
244.95
e) Add Cess @ 1.00 % on (a+b+c+d) 18.78
Rate for each tree = a+b+c+d+e 1896.69
say 1896.70
2.2 201 Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up
to a distance of 30 m outside the periphery
of the area as per MoRT&H Technical
Specification Clause 201.
By Manual Means
Unit = HectareTaking output = 1 Hectarea) Labour
Mate day 2.000 310.00 620.00 L-17
Mazdoor (unskilled) day 50.000 310.00 15500.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
2264.86
c) Contractor's profit @ 15 % on
(a+b)
2757.73
d) Add Cess @ 1.00 % on (a+b+c+d) 211.43
Rate per Hectare = a+b+c+d 21354.01
say 21354.00
2.3 201 Clearing and Grubbing Road Land .
Clearing and grubbing road land including
uprooting wild vegetation , grass, bushes,
shrubs, saplings and trees of girth upto 300
mm , removal of stumps of such trees cut
earlier and disposal of unserviceable
materials and stacking of serviceable
material to be used or auctioned, upto a
lead of 1000 m including removal and
disposal of top organic soil not exceeding
150 mm in thickness as per MoRT&H
Technical Specification clause 201.
Unit = HectareTaking output = 1 Hectare (i) By Manual Means:-
A. In area of light jungle
a) Labour
Mate day 6.000 310.00 1860.00 L-17
Mazdoor (unskilled) day 150.000 310.00 46500.00 L-18
b) Machinery
Tractor with trolley hour 1.000 237.00 237.00 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
6827.88
d) Contractor's profit @ 15 % on
(a+b+c)
8313.73
e) Add Cess @ 1.00 % on (a+b+c+d) 637.39
Rate per Hectare = a+b+c+d+e 64376.00
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
say 64376.00
B. In area of thorny jungle
a) Labour
Mate day 8.000 310.00 2480.00 L-17
Mazdoor (unskilled) day 200.000 310.00 62000.00 L-18
b) Machinery
Tractor with trolley hour 2.000 237.00 474.00 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
9126.04
d) Contractor's profit @ 15 % on
(a+b+c)
11112.01
e) Add Cess @ 1.00 % on (a+b+c+d) 851.92
Rate per Hectare = a+b+c+d+e 86043.96
say 86044.00
(ii) By Mechanical Means
A. In area of light jungle
a) Labour
Mate day 0.160 310.00 49.60 L-17
Mazdoor (unskilled) day 4.000 310.00 1240.00 L-18
b) Machinery
Dozer D 50 with attachment or suitable
machinery for removal of trees & stumps
hour 10.000 2370.00 23700.00 P&M-022
Tractor with trolley hour 1.000 237.00 237.00 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
3544.34
d) Contractor's profit @ 15 % on
(a+b+c)
4315.64
e) Add Cess @ 1.00 % on (a+b+c+d) 330.87
Rate per Hectare = a+b+c+d 33417.44
say 33417.40
B. In area of thorny jungle
a) Labour
Mate day 0.240 310.00 74.40 L-17
Mazdoor (unskilled) day 6.000 310.00 1860.00 L-18
b) Machinery
Dozer D 50 with attachment or suitable
machinery for removal of trees & stumps
hour 12.000 2370.00 28440.00 P&M-022
Tractor with trolley hour 1.500 237.00 355.50 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
4317.55
d) Contractor's profit @ 15 % on
(a+b+c)
5257.12
e) Add Cess @ 1.00 % on (a+b+c+d) 403.05
Rate per Hectare = a+b+c+d+e 40707.61
say 40707.60
Note:- The top soil removed during
clearing and grubbing of site, if suitable for
re-use shall be transported, conserved and
stacked as directed by the Engineer and
shall be incidental to the work.
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
2.4 202 Dismantling of Structures
Dismantling of existing structures like
culverts, bridges, retaining walls and other
structure comprising of masonry, cement
concrete, wood work, steel work, including
T&P and scaffolding whenever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the
serviceable material with all lifts and upto a
lead of 1000 m as per MoRT&H Technical
Specification Clause 202.
Unit = cumTaking output = 1.25 cum
(i) Dismantling lime /Cement
Concrete
I. By Manual Means
A. Lime Concrete, cement concrete
grade M-10 and below
a) Labour
Mate day 0.040 310.00 12.40 L-17
Mazdoor (unskilled) day 1.000 310.00 310.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
54.29
d) Contractor's profit @ 15 % on
(a+b+c)
66.10
e) Add Cess @ 1.00 % on (a+b+c+d) 5.07
Cost for 1.25 cum = a+b+c+d+e 511.85
Rate per cum = (a+b+c+d+e)/ 1.25 409.48
say 409.50
B. Cement Concrete Grade M-15 & M-20
a) Labour
Mate day 0.050 310.00 15.50 L-17
Mazdoor (unskilled) day 1.250 310.00 387.50 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
65.61
d) Contractor's profit @ 15 % on
(a+b+c)
79.89
e) Add Cess @ 1.00 % on (a+b+c+d) 6.12
Cost for 1.25 cum = a+b+c+d+e 618.62
Rate per cum = (a+b+c+d+e)/ 1.25 494.89
say 494.90C. Prestressed / Reinforced cement
concrete grade M-20 & above
a) Labour
Mate day 0.150 310.00 46.50 L-17
Blacksmith day 0.250 418.00 104.50 L-03
Mazdoor (unskilled) day 3.500 310.00 1085.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
c) Add GST (multiplying factor) @
0.1405 on (a+b)
182.65
d) Contractor's profit @ 15 % on
(a+b+c)
222.40
e) Add Cess @ 1.00 % on (a+b+c+d) 17.05
Cost for 1.25 cum = a+b+c+d+e 1722.08
Rate per cum = (a+b+c+d+e)/ 1.25 1377.67
say 1377.70
II. By Mechanical Means
A. Cement Concrete Grade M-15 & M-20
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Air Compressor 210 cfm with 2 leads of
pneumatic breaker @ 1.5 cum per hour
hour 0.670 210.00 140.70 P&M-001
Tractor with trolley hour 0.670 237.00 158.79 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
64.73
d) Contractor's profit @ 15 % on
(a+b+c)
78.81
e) Add Cess @ 1.00 % on (a+b+c+d) 6.04
Cost for 1.25 cum = a+b+c+d+e 610.27
Rate per cum = (a+b+c+d+e)/ 1.25 488.22
say 488.20
B. Prestressed / reinforced cement
concrete grade M-20 & above
a) Labour
Mate day 0.050 310.00 15.50 L-17
Mazdoor (unskilled) day 0.910 310.00 282.10 L-18
Blacksmith day 0.250 418.00 104.50 L-03
b) Machinery
Air Compressor 210 cfm with 2 leads of
pneumatic breaker @ 1.00 cum per hour
hour 1.000 210.00 210.00 P&M-001
Tractor with trolley hour 1.000 237.00 237.00 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
119.30
d) Contractor's profit @ 15 % on
(a+b+c)
145.26
e) Add Cess @ 1.00 % on (a+b+c+d) 11.14
Cost for 1.25 cum = a+b+c+d+e 1124.79
Rate per cum = (a+b+c+d+e)/ 1.25 899.84
say 899.80
(ii). Dismantling Brick / Tile work
A. In lime mortar
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
31.64
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Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
d) Contractor's profit @ 15 % on
(a+b+c)
38.52
e) Add Cess @ 1.00 % on (a+b+c+d) 2.95
Cost for 1.25 cum = a+b+c+d+e 298.31
Rate per cum = (a+b+c+d+e)/ 1.25 238.65
say 238.60
B. In cement mortar
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (unskilled) day 0.750 310.00 232.50 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
42.96
d) Contractor's profit @ 15 % on
(a+b+c)
52.31
e) Add Cess @ 1.00 % on (a+b+c+d) 4.01
Cost for 1.25 cum = a+b+c+d+e 405.08
Rate per cum = (a+b+c+d+e)/ 1.25 324.06
say 324.10
C. In mud mortar
a) Labour
Mate day 0.016 310.00 4.96 L-17
Mazdoor (unskilled) day 0.400 310.00 124.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
27.11
d) Contractor's profit @ 15 % on
(a+b+c)
33.01
e) Add Cess @ 1.00 % on (a+b+c+d) 2.53
Cost for 1.25 cum = a+b+c+d+e 255.60
Rate per cum = (a+b+c+d+e)/ 1.25 204.48
say 204.50
D. Dry brick pitching or brick soling
a) Labour
Mate day 0.014 310.00 4.34 L-17
Mazdoor (unskilled) day 0.350 310.00 108.50 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
24.84
d) Contractor's profit @ 15 % on
(a+b+c)
30.25
e) Add Cess @ 1.00 % on (a+b+c+d) 2.32
Cost for 1.25 cum = a+b+c+d+e 234.25
Rate per cum = (a+b+c+d+e)/ 1.25 187.40
say 187.40
(iii) Dismantling Stone Masonry
A. Rubble stone masonry in lime mortar
a) Labour
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SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Mate day 0.024 310.00 7.44 L-17
Mazdoor (unskilled) day 0.600 310.00 186.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
36.17
d) Contractor's profit @ 15 % on
(a+b+c)
44.04
e) Add Cess @ 1.00 % on (a+b+c+d) 3.38
Cost for 1.25 cum = a+b+c+d+e 341.02
Rate per cum = (a+b+c+d+e)/ 1.25 272.81
say 272.80
B. Rubble stone masonry in cement
mortar.
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (unskilled) day 0.750 310.00 232.50 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
42.96
d) Contractor's profit @ 15 % on
(a+b+c)
52.31
e) Add Cess @ 1.00 % on (a+b+c+d) 4.01
Cost for 1.25 cum = a+b+c+d+e 405.08
Rate per cum = (a+b+c+d+e)/ 1.25 324.06
say 324.10
C. Rubble Stone Masonry in mud
mortar.
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
31.64
d) Contractor's profit @ 15 % on
(a+b+c)
38.52
e) Add Cess @ 1.00 % on (a+b+c+d) 2.95
Cost for 1.25 cum = a+b+c+d+e 298.31
Rate per cum = (a+b+c+d+e)/ 1.25 238.65
say 238.60
D. Dry rubble masonry
a) Labour
Mate day 0.018 310.00 5.58 L-17
Mazdoor (unskilled) day 0.450 310.00 139.50 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
29.37
d) Contractor's profit @ 15 % on
(a+b+c)
35.77
e) Add Cess @ 1.00 % on (a+b+c+d) 2.74
Cost for 1.25 cum = a+b+c+d+e 276.95
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CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Rate per cum = (a+b+c+d+e)/ 1.25 221.56
say 221.60
E. Dismantling stone pitching/ dry stone
spalls.
a) Labour
Mate day 0.016 310.00 4.96 L-17
Mazdoor (unskilled) day 0.400 310.00 124.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
27.11
d) Contractor's profit @ 15 % on
(a+b+c)
33.01
e) Add Cess @ 1.00 % on (a+b+c+d) 2.53
Cost for 1.25 cum = a+b+c+d+e 255.60
Rate per cum = (a+b+c+d+e)/ 1.25 204.48
say 204.50
F. Dismantling boulders laid in wire
crates including opening of crates and
stacking dismantled materials.
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
31.64
d) Contractor's profit @ 15 % on
(a+b+c)
38.52
e) Add Cess @ 1.00 % on (a+b+c+d+) 2.95
Cost for 1.25 cum = a+b+c+d+e 298.31
Rate per cum = (a+b+c+d+e)/ 1.25 238.65
say 238.60
(iv) Dismantling Wood Work
Wrought and Fixed in Frames of
Trusses upto a height of 5 m above
Plinth Level
Unit = cumTaking output = 1.25 cuma) Labour
Mate day 0.060 310.00 18.60 L-17
Carpenter 1st class day 0.500 440.00 220.00 L-06
Mazdoor (unskilled) day 1.000 310.00 310.00 L-18
b) Machinery
Tractor with trolley hour 0.270 237.00 63.99 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
86.07
d) Contractor's profit @ 15 % on
(a+b+c)
104.80
e) Add Cess @ 1.00 % on (a+b+c+d) 8.03
Cost for 1.25 cum = a+b+c+d+e 811.49
Rate per cum = (a+b+c+d+e)/ 1.25 649.19
say 649.20
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
(v) Dismantling Steel Work in all
Types of Sections upto a height of 5 m
above Plinth Level excluding Cutting of
rivet
Unit = tonneTaking output = 1 tonneA. Including dismembering
a) Labour
Mate day 0.100 310.00 31.00 L-17
Blacksmith day 1.000 418.00 418.00 L-03
Mazdoor (unskilled) day 2.500 310.00 775.00 L-18
Add 2.50 % of cost of labour for gas
cutting, ropes, pulleys etc.
30.60
b) Machinery
Tractor with trolley hour 0.170 237.00 40.29 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
181.93
d) Contractor's profit @ 15 % on
(a+b+c)
221.52
e) Add Cess @ 1.00 % on (a+b+c+d) 16.98
Rate per tonne = a+b+c+d+e 1715.33
say 1715.30
B. Excluding dismembering.
a) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor (unskilled) day 2.000 310.00 620.00 L-18
Blacksmith day 0.500 418.00 209.00 L-03
Add 2.50 % of cost of labour for gas
cutting, ropes, pulleys etc.
21.35
b) Machinery
Tractor with trolley hour 0.170 237.00 40.29 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
128.62
d) Contractor's profit @ 15 % on
(a+b+c)
156.61
e) Add Cess @ 1.00 % on (a+b+c+d) 12.01
Rate per tonne = a+b+c+d+e 1212.67
say 1212.70
C. Extra over item No( v ) A and( v ) B for
cutting rivets.
Unit = eachTaking output = 10 rivetsa) Labour
Mate day 0.010 310.00 3.10 L-17
Blacksmith day 0.130 418.00 54.34 L-03
Mazdoor (unskilled) day 0.130 310.00 40.30 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
13.73
c) Contractor's profit @ 15 % on
(a+b)
16.72
d) Add Cess @ 1.00 % on (a+b+c) 1.28
Cost for 10 rivets = a+b+c+d 129.48
Rate for each rivet = ( a+b+c+d)/10 12.95
say 12.90
(vi) Scraping of Bricks
Dismantled from Brick Work including
Stacking.
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Analysis of Rates/Chapter-2/ MoRTH
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SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Unit = nosTaking output = 1000 nosA. In lime/Cement mortar
a) Labour
Mate day 0.140 310.00 43.40 L-17
Mazdoor (unskilled) day 3.500 310.00 1085.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
158.54
c) Contractor's profit @ 15 % on
(a+b)
193.04
d) Add Cess @ 1.00 % on (a+b+c) 14.80
Rate per 1000 Nos = a+b+c+d 1494.78
say 1494.80
B. In mud mortar
a) Labour
Mate day 0.050 310.00 15.50 L-17
Mazdoor (unskilled) day 1.250 310.00 387.50 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
56.62
c) Contractor's profit @ 15 % on
(a+b)
68.94
d) Add Cess @ 1.00 % on (a+b+c) 5.29
Rate per 1000 Nos = a+b+c+d 533.85
say 533.90
(vii) Scraping of Stone from
Dismantled Stone Masonry
Unit = cumTaking output = 1 cumA. In cement and lime mortar
a) Labour
Mate day 0.060 310.00 18.60 L-17
Mazdoor (unskilled) day 1.400 310.00 434.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
63.59
c) Contractor's profit @ 15 % on
(a+b)
77.43
d) Add Cess @ 1.00 % on (a+b+c) 5.94
Rate per cum = a+b+c+d 599.56
say 599.60
B. In Mud mortar
a) Labour
Mate day 0.010 310.00 3.10 L-17
Mazdoor (unskilled) day 0.300 310.00 93.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
13.50
c) Contractor's profit @ 15 % on
(a+b)
16.44
d) Add Cess @ 1.00 % on (a+b+c) 1.26
Rate per cum = a+b+c+d 127.30
say 127.30
(viii) Scarping Plaster in Lime or
Cement Mortar from Brick/ Stone
Masonry
Unit = sqmTaking output = 100 sqm a) Labour
Mate day 0.160 310.00 49.60 L-17
Mazdoor (unskilled) day 4.000 310.00 1240.00 L-18
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Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
b) Add GST (multiplying factor) @
0.1405 on (a)
181.19
c) Contractor's profit @ 15 % on
(a+b)
220.62
d) Add Cess @ 1.00 % on (a+b+c) 16.91
Cost for 100 sqm = a+b+c+d 1708.32
Rate per sqm = (a+b+c+d)/100 17.08
say 17.10
(ix) Removing all type of Hume
Pipes and Stacking within a lead of 1000
metres including Earthwork and
Dismantling of Masonry Works.
Unit = metreTaking output = 1 metreA. Up to 600 mm dia
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.520 310.00 161.20 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
23.52
c) Contractor's profit @ 15 % on
(a+b)
28.64
d) Add Cess @ 1.00 % on (a+b+c) 2.20
Rate per metre = a+b+c+d 221.75
say 221.80
B. Above 600 mm to 900 mm dia
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (unskilled) day 0.700 310.00 217.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
31.80
c) Contractor's profit @ 15 % on
(a+b)
38.71
d) Add Cess @ 1.00 % on (a+b+c) 2.97
Rate per metre = a+b+c+d 299.78
say 299.80
C. Above 900 mm
a) Labour
Mate day 0.050 310.00 15.50 L-17
Mazdoor (unskilled) day 1.200 310.00 372.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
54.44
c) Contractor's profit @ 15 % on
(a+b)
66.29
d) Add Cess @ 1.00 % on (a+b+c) 5.08
Rate per metre = a+b+c+d 513.32
say 513.30
Note:- 1. The excavation of earth,
dismantling of stone masonry work in head
walls and protection works is not included
which is to be measured and paid
separately.
2. Credit for retrieved stone from masonry
work may be taken as per actual
availability.
2.5 202 Dismantling of Flexible Pavements
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Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Dismantling of flexible pavements and
disposal of dismantled materials with all
lifts and upto a lead of 100 m, stacking
serviceable materials and unserviceable
materials separately as per MoRT&H
Technical Specification Clause 202
Unit = cumTaking output = 1 cum I. By Manual Means
A. Bituminous courses
a) Labour
Mate day 0.060 310.00 18.60 L-17
Mazdoor (unskilled) day 1.500 310.00 465.00 L-18
b) Machinery
Tractor with trolley hour 0.380 237.00 90.06 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
80.60
d) Contractor's profit @ 15 % on
(a+b+c)
98.14
e) Add Cess @ 1.00 % on (a+b+c+d) 7.52
Rate per cum = a+b+c+d+e 759.92
say 759.90
B. Granular courses
a) Labour
Mate day 0.040 310.00 12.40 L-17
Mazdoor (unskilled) day 1.000 310.00 310.00 L-18
b) Machinery
Tractor with trolley hour 0.330 237.00 78.21 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
56.29
d) Contractor's profit @ 15 % on
(a+b+c)
68.53
e) Add Cess @ 1.00 % on (a+b+c+d) 5.25
Rate per cum = a+b+c+d+e 530.68
say 530.70
II. By Mechanical Means
A. Bituminous course
a) Labour
Mate day 0.010 310.00 3.10 L-17
Mazdoor (unskilled) day 0.300 310.00 93.00 L-18
b) Machinery
Tractor with trolley hour 0.380 237.00 90.06 P&M-076
Farm tractor with ripper @ 60 cum per
hour
hour 0.017 223.00 3.79 P&M-075
c) Add GST (multiplying factor) @
0.1405 on (a+b)
26.69
d) Contractor's profit @ 15 % on
(a+b+c)
32.50
e) Add Cess @ 1.00 % on (a+b+c+d) 2.49
Rate per cum = a+b+c+d+e 251.63
say 251.60
2.6 202 Dismantling of Cement Concrete
Pavements as per MoRT&H Technical
Specification Clause 202
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Analysis of Rates/Chapter-2/ MoRTH
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SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Dismantling of cement concrete pavements
by mechanical means using pneumatic
tools, breaking to pieces not exceeding
0.02 cum in volume and stock piling at
designated locations and disposal of
dismantled materials with all lifts and upto
a lead of 1000 m, stacking serviceable
materials and unserviceable materials
separately as per MoRT&H Technical
Specification Clause 202
Unit = cumTaking output = 1 cum(A) Up to full depth of concrete
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (semi skilled) day 0.500 355.00 177.50 L-19
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Air compressor 210 cfm with two leads
for pneumatic cutters/ hammers @ 1
cum per hour
hour 1.000 210.00 210.00 P&M-001
Tractor with trolley hour 0.400 237.00 94.80 P&M-076
Joint Cutting Machine with 2-3 blades hour 1.000 166.00 166.00 P&M-041
c) Add GST (multiplying factor) @
0.1405 on (a+b)
114.17
d) Contractor's profit @ 15 % on
(a+b+c)
139.02
e) Add Cess @ 1.00 % on (a+b+c+d) 10.66
Rate per cum = a+b+c+d+e 1076.44
say 1076.40
(B) Up to partial depth of concrete
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (semi skilled) day 0.500 355.00 177.50 L-19
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Air compressor 210 cfm with two leads
for pneumatic cutters/ hammers @ 1
cum per hour
hour 1.000 210.00 210.00 P&M-001
Tractor with trolley hour 0.400 237.00 94.80 P&M-076
Joint Cutting Machine with 2-3 blades hour 1.000 166.00 166.00 P&M-041
Concrete saw cutter hour 0.250 315.00 78.75 P&M-016
c) Add GST (multiplying factor) @
0.1405 on (a+b)
125.23
d) Contractor's profit @ 15 % on
(a+b+c)
152.49
e) Add Cess @ 1.00 % on (a+b+c+d) 11.69
Rate per cum = a+b+c+d+e 1180.76
say 1180.80
2.7 202 Dismantling of Guard Rails
Dismantling of Guard rails by manual
means and disposal of dismantled material
with all lifts and upto a lead of 1000 m,
stacking serviceable materials and
unserviceable materials separately as per
MoRT&H Technical Specification Clause
202
Unit = running metre
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Taking output = 1 metrea) Labour
Mate day 0.006 310.00 1.86 L-17
Mazdoor (unskilled) day 0.150 310.00 46.50 L-18
b) Machinery
Tractor with trolley hour 0.050 237.00 11.85 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
8.46
d) Contractor's profit @ 15 % on
(a+b+c)
10.30
e) Add Cess @ 1.00 % on (a+b+c+d) 0.79
Rate per metre = a+b+c+d+e 79.76
say 79.80
2.8 202 Dismantling of Kerb Stone
Dismantling of Kerb Stones by manual
means and disposal of dismantled material
with all lifts and upto a lead of 1000 m as
per MoRT&H Technical Specification
Clause 202
Unit = running metreTaking output = 10 metrea) Labour
Mate day 0.006 310.00 1.86 L-17
Mazdoor (unskilled) day 0.150 310.00 46.50 L-18
b) Machinery
Tractor with trolley hour 0.200 237.00 47.40 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
13.45
d) Contractor's profit @ 15 % on
(a+b+c)
16.38
e) Add Cess @ 1.00 % on (a+b+c+d) 1.26
Cost for 10 m = a+b+c+d 126.85
Rate per metre = (a+b+c+d+e)/10 12.69
say 12.70
2.9 202 Dismantling of Kerb Stone Channel
Dismantling of Kerb Stone channels by
manual means and disposal of dismantled
material with all lifts and upto a lead of
1000 m as per MoRT&H Technical
Specification Clause 202
Unit = running metreTaking output = 10 metrea) Labour
Mate day 0.015 310.00 4.65 L-17
Mazdoor (unskilled) day 0.225 310.00 69.75 L-18
b) Machinery
Tractor with trolley hour 0.300 237.00 71.10 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
20.44
d) Contractor's profit @ 15 % on
(a+b+c)
24.89
e) Add Cess @ 1.00 % on (a+b+c+d) 1.91
Cost for 10 m = a+b+c+d+e 192.74
Rate per metre = (a+b+c+d+e)/10 19.27
say 19.30
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SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
2.10 202 Dismantling of Kilometre Stone
Dismantling of Kilometre Stones including
cutting of earth, and disposal of dismantled
material with all lifts and upto a lead of
1000 m and backfilling of pit as per
MoRT&H Technical Specification Clause
202
Unit = EachTaking output = one KM stone
A A. 5th KM stone
Quantity of cement concrete = 0.392 cum
a) Labour
Mate day 0.030 310.00 9.30 L-17
Mazdoor (unskilled) day 0.750 310.00 232.50 L-18
b) Machinery
Tractor with trolley hour 0.150 237.00 35.55 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
38.97
d) Contractor's profit @ 15 % on
(a+b+c)
47.45
e) Add Cess @ 1.00 % on (a+b+c+d) 3.64
Rate for one 5th KM stone = a+b+c+d+e 367.40
say 367.40
B B. Ordinary KM Stone
Quantity of cement concrete = 0.269 cum
a) Labour
Mate day 0.020 310.00 6.20 L-17
Mazdoor (unskilled) day 0.500 310.00 155.00 L-18
b) Machinery
Tractor with trolley hour 0.100 237.00 23.70 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
25.98
d) Contractor's profit @ 15 % on
(a+b+c)
31.63
e) Add Cess @ 1.00 % on (a+b+c+d) 2.43
Rate for one ordinary KM stone =
a+b+c+d+e
244.94
say 244.90
C C. 200 m Stone
a) Labour
Mate day 0.004 310.00 1.24 L-17
Mazdoor (unskilled) day 0.100 310.00 31.00 L-18
b) Machinery
Tractor with trolley hour 0.020 237.00 4.74 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
5.20
d) Contractor's profit @ 15 % on
(a+b+c)
6.33
e) Add Cess @ 1.00 % on (a+b+c+d) 0.49
Rate for one Hectometre stone =
a+b+c+d+e
48.99
say 49.00
2.11 202 Dismantling of Fencing
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 15 of 387
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Dismantling of barbed wire fencing / wire
mesh fencing including posts, foundation
concrete, backfilling of pit by manual
means including disposal of dismantled
material with all lifts and upto a lead of
1000 m and stacking the serviceable and
unserviceable material separately as per
MoRT&H Technical Specification Clause
202
Unit = running metreTaking output = 30 metresa) Labour
Mate day 0.150 310.00 46.50 L-17
Mazdoor (unskilled) day 3.000 310.00 930.00 L-18
Blacksmith day 0.750 418.00 313.50 L-03
b) Machinery
Tractor with trolley hour 0.150 237.00 35.55 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
186.24
d) Contractor's profit @ 15 % on
(a+b+c)
226.77
e) Add Cess @ 1.00 % on (a+b+c+d) 17.39
Cost for 30 metres = a+b+c+d+e 1755.94
Rate per metre = (a+b+c+d+e)/30 58.53
say 58.50
2.12 202 Dismantling of CI Water Pipe Line
Dismantling of CI water pipe line upto 600
mm dia including disposal with all lifts and
upto a lead of 1000 m and stacking the
serviceable and unserviceable material
separately under supervision of the
concerned department but excluding earth
excavation and dismantling of masonry
works as per MoRT&H Technical
Specification Clause 202
Unit = running metreTaking output = 10 metresa) Labour
Mate day 0.090 310.00 27.90 L-17
Mazdoor (unskilled) day 2.000 310.00 620.00 L-18
Plumber day 0.250 395.00 98.75 L-23
b) Machinery
Truck 10 tonne capacity hour 0.250 375.00 93.75 P&M-080
Light Crane 3 tonne capacity hour 0.500 500.00 250.00 P&M-020
c) Add GST (multiplying factor) @
0.1405 on (a+b)
153.20
d) Contractor's profit @ 15 % on
(a+b+c)
186.54
e) Add Cess @ 1.00 % on (a+b+c+d) 14.30
Cost for 10 metres = a+b+c+d+e 1444.44
Rate per metre = (a+b+c+d+e)/10 144.44
say 144.40
Note:- The rate analysis does not include
any excavation in earth or dismantling of
masonry works which are to be measured
and paid separately.
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 16 of 387
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Analysis of Rates/Chapter-2/ MoRTH
CHAPTER-2
SITE CLEARANCE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
2.13 202 Removal of Cement Concrete Pipe of
Sewer Gutter
Removal of Cement Concrete Pipe of
Sewer Gutter upto 1500 mm dia under the
supervision of the concerned department
including disposal with all lifts and upto a
lead of 1000 m and stacking the
serviceable and unserviceable material
separately but excluding earth excavation
and dismantling of masonry works as per
MoRT&H Technical Specification Clause
202.
Unit = running metreTaking output = 10 metresa) Labour
Mate day 0.100 310.00 31.00 L-17
Mazdoor (unskilled) day 2.500 310.00 775.00 L-18
b) Machinery
Crane up to 8 tonne capacity hour 0.300 1150.00 345.00 P&M-018
Truck flat body 10 tonne hour 1.000 375.00 375.00 P&M-080
c) Add GST (multiplying factor) @
0.1405 on (a+b)
214.40
d) Contractor's profit @ 15 % on
(a+b+c)
261.06
e) Add Cess @ 1.00 % on (a+b+c+d) 20.01
Cost for 10 metres = a+b+c+d+e 2021.48
Rate per metre = (a+b+c+d+e)/10 202.15
say 202.10
Note:- The rate analysis does not include
any excavation in earth or dismantling of
masonry works which are to be measured
and paid separately.
2.14 202 Removal of Telephone / Electric Poles
and Lines
Removal of telephone / Electric poles
including excavation and dismantling of
foundation concrete and lines under the
supervision of concerned department,
disposal with all lifts and up to a lead of
1000 metres and stacking the serviceable
and unserviceable material separately
Unit = eachTaking output = 30 Nosa) Labour
Mate day 0.480 310.00 148.80 L-17
Mazdoor (unskilled) day 10.000 310.00 3100.00 L-18
Electrician/Lineman day 2.000 395.00 790.00 L-12
b) Machinery
Tractor with trolley hour 1.500 237.00 355.50 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
617.40
d) Contractor's profit @ 15 % on
(a+b+c)
751.75
e) Add Cess @ 1.00 % on (a+b+c+d) 57.63
Cost for 30 poles = a+b+c+d+e 5821.09
Rate per pole = (a+b+c+d+e)/30 194.04
say 194.00
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 17 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
3.1 300 Excavation in Soil by Manual Means .
(i) Excavation in Roadway cutting in soil
by using manual means including loading
in truck and carrying of cut earth to
embankment site with all lifts and lead
upto 1000 metre as per MoRT&H
Technical Specification clauses of section
300.Unit = cumTaking output = 120 cuma) Labour
Mate day 1.800 310.00 558.00 L-17
Mazdoor(Unskilled) day 45.000 310.00 13950.00 L-18
b) Machinery
Truck 5.5 cum capacity hour 10.000 375.00 3750.00 P&M-080
c) Add GST (multiplying factor) @
0.1405 on (a+b)
2565.25
d) Contractor's profit @ 15 % on
(a+b+c)
3123.49
e) Add Cess @ 1.00 % on (a+b+c+d) 239.47
Cost of 120 cum = a+b+c+d+e 24186.20
Rate per cum = (a+b+c+d+e)/120 201.55
say 201.60
(ii) Excavation in Roadway cutting in soil
by using manual means and carrying of
cut earth to embankment site with all lifts
and lead upto 50 metre as per MoRT&H
Technical Specification clauses of section
300.Unit = cumTaking output = 120 cuma) Labour
Mate day 1.800 310.00 558.00 L-17
Mazdoor(Unskilled) day 45.000 310.00 13950.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
2038.37
c) Contractor's profit @ 15 % on
(a+b)
2481.96
d) Add Cess @ 1.00 % on (a+b+c) 190.28
Cost of 120 cum = a+b+c+d 19218.61
Rate per cum = (a+b+c+d)/120 160.16
say 160.20
3.2 300 Excavation in Ordinary Rock by
Manual Means
(i) Excavation in Roadway cutting in
ordinary rock by using manual means
including loading in truck and carrying of
cut earth to embankment site with all lifts
and lead upto 1000 metre as per
MoRT&H Technical Specification clauses
of section 300.Unit = cumTaking output = 120 cuma) Labour
Mate day 2.800 310.00 868.00 L-17
Mazdoor(Unskilled) day 70.000 310.00 21700.00 L-18
b) Machinery
Truck 5.5 cum capacity hour 10.000 375.00 3750.00 P&M-080
c) Add GST (multiplying factor) @
0.1405 on (a+b)
3697.68
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 1 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
d) Contractor's profit @ 15 % on
(a+b+c)
4502.35
e) Add Cess @ 1.00 % on (a+b+c+d) 345.18
Cost for 120 cum = a+b+c+d+e 34863.21
Rate per cum = (a+b+c+d+e)/120 290.53
say 290.50
(ii) Excavation in Roadway cutting in
ordinary rock by using manual means and
carrying of cut earth to embankment site
with all lifts and lead upto 50 metre as
per MoRT&H Technical Specification
clauses of section 300.
Unit = cumTaking output = 120 cuma) Labour
Mate day 2.800 310.00 868.00 L-17
Mazdoor(Unskilled) day 70.000 310.00 21700.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
3170.80
c) Contractor's profit @ 15 % on
(a+b)
3860.82
d) Add Cess @ 1.00 % on (a+b+c) 296.00
Cost for 120 cum = a+b+c+d 29895.62
Rate per cum = (a+b+c+d)/120 249.13
say 249.10
3.3 300 Excavation in Soil with Dozer with lead
upto 100 metres
Excavation for roadway in soil by
mechanical means with Dozer including
cutting and pushing the earth to site of
embankment upto a distance of 100 m
(average lead of 50 metres), including
trimming bottom and side slopes in
accordance with requirements of lines,
grades and cross-sections as per
MoRT&H Technical Specification clauses
of section 300.
Unit = cumTaking output = 180 cuma) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor(Unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Dozer D-80 for cutting & spreading
@30 cum per hour
hour 6.000 2370.00 14220.00 P&M-023
c) Add GST (multiplying factor) @
0.1405 on (a+b)
2088.50
d) Contractor's profit @ 15 % on
(a+b+c)
2543.00
e) Add Cess @ 1.00 % on (a+b+c+d) 194.96
Cost for 180 cum = a+b+c+d+e 19691.26
Rate per cum = (a+b+c+d+e)/180 109.40
say 109.40
3.4 300 Excavation in Ordinary Rock with
Dozer with lead upto 100 metres
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 2 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Excavation for roadway in ordinary rock
by deploying a dozer, 80 HP including
cutting and pushing the cut earth to site of
embankment upto a distance of 100
metres (average lead 50 metres),
trimming bottom and side slopes in
accordance with the requirements of
lines, grades and cross sections.Unit = cumTaking output = 108 cuma) Labour
Mate day 0.120 310.00 37.20 L-17
Mazdoor(Unskilled) day 3.000 310.00 930.00 L-18
b) Machinery
Dozer D-80 for cutting & spreading
@20 cum per hour
hour 6.000 2370.00 14220.00 P&M-023
c) Add GST (multiplying factor) @
0.1405 on (a+b)
2133.80
d) Contractor's profit @ 15 % on
(a+b+c)
2598.15
e) Add Cess @ 1.00 % on (a+b+c+d) 199.19
Cost for 108 cum = a+b+c+d+e 20118.34
Rate per cum = (a+b+c+d+e)/108 186.28
say 186.30
3.5 300 Excavation in Hard Rock (requiring
blasting)with disposal upto 1000
metres
Excavation for roadway in hard rock
(requiring blasting) by drilling, blasting
and breaking, trimming bottom and side
slopes in accordance with requirements
of lines, grades and cross-sections
loading and disposal of cut earth with all
lifts and leads upto 1000 metres as per
MoRT&H Technical Specification clauses
of section 300.
Unit = cumTaking 0utput = 180 cuma) Labour
Mate day 0.220 310.00 68.20 L-17
Mazdoor(Unskilled) day 3.000 310.00 930.00 L-18
Driller day 2.000 395.00 790.00 L-11
Blaster day 0.250 440.00 110.00 L-04
b) Machinery
Dozer D-80 for cutting & spreading
@30 cum per hour
hour 6.000 2370.00 14220.00 P&M-023
Air compressor, 250 cfm with 2 jack
hammer
hour 6.000 210.00 1260.00 P&M-001
Front end loader 1 cum bucket
capacity capcity @30 cum per hour
hour 6.000 920.00 5520.00 P&M-030
Tipper 5.50 cum capacity hour 11.250 334.00 3757.50 P&M-073
c) Materials
Gelatin 80 per cent kg 63.000 126.00 7938.00 M-105
Electric Detonators @ 1 detonator for 2
gelatin sticks of 285 gms each
each 252.000 17.00 4282.74 M-087
Credit for excavated rock found
suitable for use @ 50 per cent
quantity blasted
cum 90.000 1989.00 179010.00 M-241
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
30613.04
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 3 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
e) Contractor's profit @ 15 % on
(a+b+c+d)
37274.92
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
2857.74
Cost for 180 cum = a+b+c+d+e+f 288632.15
Rate per cum = (a+b+c+d+e+f)/180 1603.51
say 1603.50
Note:- 1. The quality and availability of
rock shall be checked before affording
credit.2. In case some rock is issued to the
contractor at site, the item of carriage
shall be reduced/restricted to that extent.
3. Credit for useful materials received at
per site conditions shall be taken into
account. This has been assumed 50
percent for the pupose of analysis.3.6 300 Excavation in Soil using Hydraulic
Excavator CK 90 and Tippers with
Disposal upto 1000 metres.
Excavation for roadwork in soil with
hydraulic excavator of 0.9 cum bucket
capacity including cutting and loading in
tippers, trimming bottom and side slopes
in accordance with requirements of lines,
grades and cross-sections and
transporting to the embankment location
with all lifts and lead upto 1000 m as per
MoRT&H Technical Specification clauses
of section 300.
Unit = cumTaking output = 360 cuma) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor(Unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Hydraulic excavator 0.9 cum bucket
capacity @ 60 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 16.000 334.00 5344.00 P&M-073
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1853.03
d) Contractor's profit @ 15 % on
(a+b+c)
2256.27
e) Add Cess @ 1.00 % on (a+b+c+d) 172.98
Cost for 360 cum = a+b+c+d+e 17471.08
Rate per cum = (a+b+c+d+e)/360 48.53
say 48.50
3.7 300 Excavation in Ordinary Rock using
Hydraulic Excavator CK-90 and
Tippers with Disposal upto 1000
metres.
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 4 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Excavation for roadwork in ordinary rock
with hydraulic excavator of 0.9 cum
bucket capacity including cutting and
loading in tippers, trimming bottom and
side slopes in accordance with
requirements of lines, grades and cross-
sections and transporting to the
embankment location with all lifts and
lead upto 1000 m as per MoRT&H
Technical Specification clauses of section
300Unit = cumTaking output = 240 cuma) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor day 2.000 310.00 620.00 L-18
b) Machinery
Hydraulic Excavator 0.90 cum bucket
capacity @ 36 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 11.000 334.00 3674.00 P&M-073
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1618.39
d) Contractor's profit @ 15 % on
(a+b+c)
1970.58
e) Add Cess @ 1.00 % on (a+b+c+d) 151.08
Cost for 240 cum = a+b+c+d+e 15258.85
Rate per cum = (a+b+c+d+e)/240 63.58
say 63.60
3.8 300 Excavation in Hard Rock (blasting
prohibited)
Excavation for roadwork in hard rock
(blasting prohibited) with hydraulic
excavator of 0.9 cum bucket capacity
including cutting and loading in tippers,
trimming bottom and side slopes in
accordance with requirements of lines,
grades and cross-sections and
transporting to the embankment location
with all lifts and lead upto 1000 m as per
MoRT&H Technical Specification clauses
of section 300A. By Mechanical Means
Unit = cumTaking output = 36 cuma) Labour
Mate day 0.400 310.00 124.00 L-17
Mazdoor(Unskilled) for trimming slopes
including mannul loading in truck
day 10.000 310.00 3100.00 L-18
b) Machinery
Hydraulic excavator with rock breaker
attachment @ 6 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
Tipper 5.5 cum capacity, 1 trip per
hour.
hour 6.500 334.00 2171.00 P&M-073
Credit for excavated rock found
suitable for use @ 50 per cent of
excavated quantity
cum 18.000 1989.00 35802.00 M-241
c) Add GST (multiplying factor) @
0.1405 on (a+b)
6799.78
d) Contractor's profit @ 15 % on
(a+b+c)
8279.52
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 5 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
e) Add Cess @ 1.00 % on (a+b+c+d) 634.76
Cost for 36 cum = a+b+c+d+e 64111.06
Rate per cum = (a+b+c+d+e)/36 1780.86
say 1780.90
Note:- 1. The quality and availability of
rock shall be checked before affording
credit.2. In case some rock is issued to the
contractor at site, the item of carriage
shall be restricted/reduced to that extent.
3.Being small quantity, manual loading
will be economical in this case and has
been provided accordingly.4. Credit for useful materials received at
per site conditions shall be taken into
account. This has been assumed 50
percent for the pupose of analysis.B. By Manual Means
Unit = cumTaking output = 16 cuma) Labour
Mate day 1.600 310.00 496.00 L-17
Mazdoor(Unskilled) day 16.000 310.00 4960.00 L-18
Chiseller day 24.000 310.00 7440.00 L-09
Blacksmith day 1.000 418.00 418.00 L-03
b) Machinery
Tipper 5.5 cum capacity, 1 trip per
hour.
hour 2.900 334.00 968.60 P&M-073
Credit for excavated rock found
suitable for use @ 50 per cent of
excavated
cum 8.000 1989.00 15912.00 M-241
c) Add GST (multiplying factor) @
0.1405 on (a+b)
4242.34
d) Contractor's profit @ 15 % on
(a+b+c)
5165.54
e) Add Cess @ 1.00 % on (a+b+c+d) 396.02
Cost for 16 cum = a+b+c+d+e 39998.51
Rate per cum = (a+b+c+d+e)/16 2499.91
say 2499.90
Note:- 1. The quality and availability of
rock shall be checked before affording
credit.2. In case some rock is issued to the
contractor at site, the item of carriage
shall be restricted/reduced to that extent.
3.Being small quantity, manual loading
will be economical in this case and has
been provided accordingly.4. Credit for useful materials received at
per site conditions shall be taken into
account. This has been assumed 50
percent for the pupose of analysis.
3.9 300 Excavation in Hard Rock (controlled
blasting) with disposal upto 1000
metres
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 6 of 387
-
Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Excavation for roadway in hard rock with
controlled blasting by drilling, blasting and
breaking, trimming bottom and side
slopes in accordance with requirements
of lines, grades and cross-sections,
loading and disposal of cut earth with all
lifts and leads upto 1000 m as per
MoRT&H Technical Specification clauses
of section 300Unit = cumTaking output = 180 cuma) Labour
Mate day 0.220 310.00 68.20 L-17
Mazdoor(Unskilled) day 3.000 310.00 930.00 L-18
Driller day 2.000 395.00 790.00 L-11
Blaster day 0.500 440.00 220.00 L-04
b) Machinery
Dozer 80 HP @ 30 cum per hour hour 6.000 2370.00 14220.00 P&M-023
Air compressor, 250 cfm with 2 jack
hammers
hour 6.000 210.00 1260.00 P&M-001
Front end loader 1 cum bucket
capacity
hour 6.000 920.00 5520.00 P&M-031
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 8.200 334.00 2738.80 P&M-073
c) Materials
Gelatin 80 per cent kg 63.000 126.00 7938.00 M-105
Electric Detonators @ 1 detonator
for1/2 gelatin stick of 125 gms each
each 1008.00 17.00 17130.96 M-087
Credit for excavated rock found
suitable for use @ 50 per cent
quantity blasted
cum 90.000 1989.00 179010.00 M-241
Add 5 per cent of cost of a+b+c
towards muffling arrangements to
guard against any rock fly off during
blasting
11491.30
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
33905.07
e) Contractor's profit @ 15 % on
(a+b+c+d)
41283.35
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
3165.06
Cost for 180 cum = a+b+c+d+e+f 319670.74
Rate per cum = (a+b+c+d+e+f)/180 1775.95
say 1775.90
Note:- 1. The quality and availability of
rock shall be checked before affording
credit.2. In case some rock is issued to the
contractor at site, the item of carriage
shall be reduced/ resricted to that extent.
3. Credit for useful materials received at
per site conditions shall be taken into
account. This has been assumed 50
percent for the pupose of analysis.3.10 300 Excavation in Marshy Soil
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 7 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Excavation for roadway in marshy soil
with hydraulic excavator 0.9 cum bucket
capacity including cutting and loading in
tippers and disposal with all lifts and lead
upto 1000 m trimming of bottom and side
slopes in accordance with requirements
of lines, grades and cross - sections as
per MoRT&H Technical Specification
clauses of section 300.
Unit = cumTaking output = 300 cuma) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor day 2.000 310.00 620.00 L-18
b) Machinery
Hydraulic excavator 0.90 cum bucket
capacity @ 50 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 13.640 334.00 4555.76 P&M-073
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1742.28
d) Contractor's profit @ 15 % on
(a+b+c)
2121.43
e) Add Cess @ 1.00 % on (a+b+c+d) 162.64
Cost for 300 cum = a+b+c+d+e 16426.91
Rate per cum = (a+b+c+d+e)/300 54.76
say 54.80
3.11 300 Removal of Unserviceable Soil with
Disposal upto 1000 metres
Removal of unsuitable soil including
excavation, loading and disposal upto
1000 m lead with all lifts but excluding
compaction ground supporting
embankment / subgrade, replacement by
suitable soil, which shall be paid
separately as per MoRT&H Technical
Specification clauses of section 300.Unit = cumTaking output = 360 cuma) Labour
Mate day 0.080 310.00 24.80 L-17
Mazdoor(Unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Excavator0.90 cum bucket capacity @
60 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 16.360 334.00 5464.24 P&M-073
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1869.92
d) Contractor's profit @ 15 % on
(a+b+c)
2276.84
e) Add Cess @ 1.00 % on (a+b+c+d) 174.56
Cost for 360 cum = a+b+c+d+e 17630.36
Rate per cum = (a+b+c+d+e)/360 48.97
say 49.00
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Note:- This item does not include
replacement of unsuitable soil by suitable
soil. Replacement, where required, is to
be provided and paid separately.
3.12 300 Presplitting of Rock Excavation Slopes
Carrying out excavation in hard rock to
achieve a specified slope of the rock face
by controlled use of explosives and
blasting accessories in properly aligned
and spaced drill holes, collection of the
excavated rock by a 80 HP dozer, loading
in tipper by a front end loader and
disposal of the material with all lifts and
leads upto 1000 m as per MoRT&H
Technical Specification clauses of section
300Unit = sqmTaking output = 400 sqm( 120 cumconsidering 300mm average depth ofexcavation over the existing rock face)
a) Labour
Mate day 0.600 310.00 186.00 L-17
Mazdoor(Unskilled) day 15.000 310.00 4650.00 L-18
Driller day 3.000 395.00 1185.00 L-11
Blaster day 0.500 440.00 220.00 L-04
b) Machinery
Dozer D-80 for cutting & spreading
@30 cum per hour
hour 6.000 2370.00 14220.00 P&M-022
Air compressor 250 cfm with 2 leads
@ 20 cum per hour
hour 6.000 210.00 1260.00 P&M-001
Front end loader 1 cum bucket
capacity @ 20 cum per hour
hour 6.000 920.00 5520.00 P&M-030
Tipper 5.5 cum capacity hour 8.200 334.00 2738.80 P&M-073
c) Materials
Gelatin 80 per cent kg 42.000 126.00 5292.00 M-105
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
each 672.000 17.00 11420.64 M-087
Add 5.00% towards muffling
arrangements to guard against any
rock fly off during blasting
2334.62
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
6888.30
e) Contractor's profit @ 15 % on
(a+b+c+d)
8387.30
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
643.03
Cost for 400 sqm = a+b+c+d+e+f 64945.70
Rate per sqm = (a+b+c+d+e+f)/400 162.36
say 162.40
Note:- In case blasted rock is used to the
contractor against payment for
constructed work, the cost of carriage
shall be reduced to that extent.
3.13 300 Excavation for Structures
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Earth work in excavation of foundation of
structures as per drawing and technical
specification, including setting out,
construction of shoring and bracing,
removal of stumps and other deleterious
matter, dressing of sides and bottom,
backfilling the excavation earth to the
extent required and utilising the remaining
earth locally for road work as per
MoRT&H Technical Specification clauses
of section 300 (i) Ordinary soil
Unit = cumTaking output = 10 cumA. By Manual Means (upto 3 m depth)
a) Labour
Mate day 0.320 310.00 99.20 L-17
Mazdoor(Unskilled) day 8.000 310.00 2480.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
362.38
c) Contractor's profit @ 15 % on
(a+b)
441.24
d) Add Cess @ 1.00 % on (a+b+c) 33.83
Cost for 10 cum = a+b+c+d 3416.64
Rate per cum = (a+b+c+d)/10 341.66
say 341.70Note:- Cost of dewatering may be added
where required upto 10 per cent of
labour cost Assessment for dewatering
shall be made as per site conditions..
B. By Mechanical Means (upto 3 m
depth)
Unit = cumTaking output = 300 cuma) Labour
Mate day 0.320 310.00 99.20 L-17
Mazdoor day 8.000 310.00 2480.00 L-18
b) Machinery
Hydraulic excavator 0.9 cum bucket
capacity @ 100 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1373.98
d) Contractor's profit @ 15 % on
(a+b+c)
1672.98
e) Add Cess @ 1.00 % on (a+b+c+d) 128.26
Cost for 300 cum = a+b+c+d+e 12954.42
Rate per cum = (a+b+c+d+e)/300 43.18
say 43.20
Note:- Cost of dewatering upto 5 per cent
of (a+b) may be added, where required.
Assessment for dewatering shall be made
as per site conditions..(ii) Ordinary Rock (not requiring
blasting)
A. By Manual Means (upto 3 m depth)
Unit = cumTaking output = 10 cuma) Labour
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Mate day 0.400 310.00 124.00 L-17
Mazdoor day 10.000 310.00 3100.00 L-18
b) Add GST (multiplying factor) @
0.1405 on (a)
452.97
c) Contractor's profit @ 15 % on
(a+b)
551.55
d) Add Cess @ 1.00 % on (a+b+c) 42.29
Cost for 10 cum = a+b+c+d 4270.80
Rate per cum = (a+b+c+d)/10 427.08
say 427.10
Note:- Cost of dewatering upto 10 per
cent of labour cost may be added, where
required. Assessment for dewatering shall
be made as per site conditions..
B. By Mechanical Means (upto 3 m
depth)
Unit = cumTaking output = 216 cuma) Labour
Mate day 0.240 310.00 74.40 L-17
Mazdoor day 6.000 310.00 1860.00 L-18
b) Machinery
Hydraulic excavator 0.9 cum bucket
capacity @ 100 cum per hour
hour 6.000 1200.00 7200.00 P&M-034
c) Add GST (multiplying factor) @
0.1405 on (a+b)
1283.38
d) Contractor's profit @ 15 % on
(a+b+c)
1562.67
e) Add Cess @ 1.00 % on (a+b+c+d) 119.80
Cost for 216 cum = a+b+c+d+e 12100.26
Rate per cum = (a+b+c+d+e)/216 56.02
say 56.00Note:- Cost of dewatering upto 5 per cent
of (a+b), may be added, where required
Assessment for dewatering shall be made
as per site conditions.
(iii) Hard Rock (requiring blasting)
A. By Manual Means (up to 3 m depth)
Unit = cumTaking output = 10 cuma) Labour
Mate day 0.480 310.00 148.80 L-17
Mazdoor(unskilled) day 12.000 310.00 3720.00 L-18
Driller day 0.840 395.00 331.80 L-11
Blaster day 0.400 440.00 176.00 L-04
b) Machinery
Air Compressor 250 cfm with 2 jack
hammer @ 15 cum per hour
hour 0.67 210.00 140.00 P&M-001
c) Material
Gelatin 80 per cent kg 3.500 126.00 441.00 M-105
Electric Detonators @ 1 detonator
for1/2 gelatin stick of 125 gms each
each 14.000 17.00 237.93 M-087
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
729.97
e) Contractor's profit @ 15 % on
(a+b+c+d)
888.83
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
68.14
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 11 of 387
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Analysis of Rates/Chapter-3/ MoRTH
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EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Cost for 10 cum = a+b+c+d+e+f 6882.47
Rate per cum = (a+b+c+d+e+f)/10 688.25
say 688.20
Note:- Cost of dewatering @ 10 per cent
of labour cost may be added, where
required Assessment for dewatering shall
be made as per site conditions.
(iv) Hard Rock (blasting prohibited)
Unit = cumTaking output = 10 cumA. By Manual Means (up to 3 m depth)
a) Labour
Mate day 0.200 310.00 62.00 L-17
Mazdoor(Unskilled) day 5.000 310.00 1550.00 L-18
b) Machinery
Air Compressor 250 cfm with 2 leads
of pneumatic breaker @ 1 cum per
hour
hour 10.000 210.00 2100.00 P&M-001
c) Add GST (multiplying factor) @
0.1405 on (a+b)
521.54
d) Contractor's profit @ 15 % on
(a+b+c)
635.03
e) Add Cess @ 1.00 % on (a+b+c+d) 48.69
Cost for 10 cum = a+b+c+d+e 4917.25
Rate per cum = (a+b+c+d+e)/10 491.73
say 491.70
Note:- Cost of dewatering may be added,
where required upto 10 per cent of
labour & machinery cost. Assessment for
dewatering shall be made as per site
conditions.
(v) Marshy soil
Unit = cumTaking output = 10 cumA. By Manual means ( upto 3 m depth)
a) Labour
Mate day 0.400 310.00 124.00 L-17
Mazdoor(Un skilled) day 10.000 310.00 3100.00 L-18
b) Machinery
Tractor with trolley hour 2.670 237.00 632.79 P&M-076
c) Material
Selected earth for refilling cum 5.000 90.50 452.50 M-174
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
605.46
e) Contractor's profit @ 15 % on
(a+b+c+d)
737.21
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
56.52
Cost for 10 cum = a+b+c+d+e+f 5708.48
Rate per cum = ( a+b+c+d+e+f)/ 10 570.85
say 570.80
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 12 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Note:- 1. Cost of dewatering @ 30 per
cent of (a), may be added, where
required Assessment for dewatering shall
be made as per site conditions.2. Shoring & strutting 20 per cent of (a),
where required may be added3. It is assumed that Marshy Soil will be
available upto 3 m depth only. For deeper
excavation below 3 m depth, refer
respective item as per site condition
B. By Mechanical Means( upto 3 m
depth)
a) Labour
i) Mate day 0.080 310.00 24.80 L-17
ii) Mazdoor(Unskilled) day 2.000 310.00 620.00 L-18
b) Machinery
Hydraulic excavator 0.9 cum bucket
capacity @ 100 cum per hour @ 100
cum per hour
hour 0.170 1200.00 204.00 P&M-034
Tipper 5.5 cum capacity hour 0.450 334.00 150.30 P&M-073
c) Material
Selected earth for refilling cum 5.000 90.50 452.50 M-174
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
203.95
e) Contractor's profit @ 15 % on
(a+b+c+d)
248.33
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
19.04
Cost for 10 cum = a+b+c+d+e+f 1922.92
Rate per cum = (a+b+c+d+e+f)/10 192.29
say 192.30
Note:- 1. Cost of dewatering @ 20 per
cent of (a+b) may be added, where
required2. Shoring & strutting @ 10 per cent of
(a+b), where required may be added3. It is assumed that Marshy Soil will be
available upto 3 m depth only. For deeper
excavation below 3 m depth, refer
analysis in item (i) to (iv) for ordinary soil
3.14 300 Scarifying Existing Granular Surface to
a Depth of 50 mm by Manual Means
Scarifying Existing Granular Surface by
manual means to a Depth of 50 mm and
disposal of scarified material with all lifts
and leads upto 1000 m as per MoRT&H
Technical Specification clauses of section
300.Unit = sqm Taking output = 100 sqma) Labour
Mate day 0.200 310.00 62.00 L-17
Mazdoor(Unskilled) day 5.000 310.00 1550.00 L-18
b) Machinery
Tractor with trolley hour 1.670 237.00 395.79 P&M-076
c) Add GST (multiplying factor) @
0.1405 on (a+b)
282.09
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 13 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
d) Contractor's profit @ 15 % on
(a+b+c)
343.48
e) Add Cess @ 1.00 % on (a+b+c+d) 26.33
Cost for 100 sqm = a+b+c+d+e 2659.70
Rate per sqm = (a+b+c+d+e)/100 26.60
say 26.60
Note:- In case material is to be reused at
site, transportation cost catered above for
disposal shall be deleted.
3.15 300 Scarifying Existing Bituminous
Surface to a depth of 150 mm by
Mechanical Means
Scarifying Existing bituminous Road
Surface by mechanical means to a Depth
of 150 mm and disposal of scarified
material with all lifts and leads upto 1000
m as per MoRT&H Technical
Specification clauses of section 300.
Unit = sqm Taking output = 100 sqma) Labour
Mate day 0.010 310.00 3.10 L-17
Mazdoor(Unskilled) day 0.250 310.00 77.50 L-18
b) Machinery
Tractor with ripper attachment @ 60
cum per hour
hour 0.080 223.00 17.84 P&M-075
Front end loader 1 cum bucket
capacity @ 25 cum per hour
hour 0.200 920.00 184.00 P&M-030
Tipper 5.5 cumwith 10 T capacity, 4
trips per hour.
hour 0.230 334.00 76.82 P&M-073
c) Add GST (multiplying factor) @
0.1405 on (a+b)
50.48
d) Contractor's profit @ 15 % on
(a+b+c)
61.46
e) Add Cess @ 1.00 % on (a+b+c+d) 4.71
Cost for 100 sqm = a+b+c+d+e 475.91
Rate per sqm = (a+b+c+d+e)/100 4.76
say 4.80
3.16 300 Construction of Embankment with
Material obtained from Borrowpits
Construction of embankment with
approved material obtained from borrow
pits with all lifts, transporting to site,
spreading, grading to required slope and
compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto
1000 m as per MoRT&H Technical
Specification clauses of section 300.
Unit = cumTaking output = 100 cuma) Labour
Mate day 0.040 310.00 12.40 L-17
Mazdoor(Unskilled) day 1.000 310.00 310.00 L-18
b) Machinery
Hydraulic Excavator 0.9 cum bucket
capacity @ 60 cum per hour
hour 1.670 1200.00 2004.00 P&M-034
Tipper 5.50 cum with 10 tonne capacity hour 4.500 334.00 1503.00 P&M-073
SOR 2020 MoRT&H Analysis, Tripura PWD Page - 14 of 387
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Analysis of Rates/Chapter-3/ MoRTH
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Sr.
No.
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate (`) Amount(`) Ref.
Dozer D-50 for spreading @ 200 cum
per hour
hour 0.500 2370.00 1185.00 P&M-022
Motor grader for grading @ 100 cum
per hour
hour 1.000 2625.00 2625.00 P&M-046
Water tanker6 KL capacity hour 4.000 200.00 800.00 P&M-084
Vibratory roller 8 -10 tonnes @ 100
cum per hour
hour 1.000 1395.00 1395.00 P&M-082
c) Material
Water KL 24.000 133.00 3192.00 M-196
Compensation for earth taken from
private land
cum 100.000 17.05 1705.00 M-061
d) Add GST (multiplying factor) @
0.1405 on (a+b+c)
2069.76
e) Contractor's profit @ 15 % on
(a+b+c+d)
2520.17
f) Add Cess @ 1.00 % on
(a+b+c+d+e)
193.21
Cost for 100 cum = a+b+c+d+e+f 19514.55
Rate per cum = (a+b+c+d+e+f)/100 195.15
say 195.10
Note:- Compensation for earth