STATE : West Bengal

DISTRICT : COOCHBEHAR
BLOCK NAME : MEKHLIGANJ
ROAD NAME : Construction of Triple Cell Box
Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M
at Jamaldah pwd road to Dangerbari, under
Jamaldah GP within Mekhliganj Block, in the
district of Coochbehar

Box Cell Culvert

Type of Culvert : (3 Nos.x4.0mx4.0m)
BLOCK : Mekhliganj
Road Length : 4.500
Chainage : : 3.100
 District coochbehar
Block Mekhliganj
Road
Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under
Jamaldah GP within Mekhliganj Block, in the district of Coochbehar

Ch: 1845m ,2280M ,2960M

0 Km 4.9 Km
District: COOCHBEHAR
Block: Mekhliganj
Type of Work: Box Cell Culvert (3 Nos.x4.0mx4.0m)
Construction of Triple Cell Box Culvert(4.0MX4.0M) At
Ch.1845 M & CH.2280M at Jamaldah pwd road to
project name
Dangerbari, under Jamaldah GP within Mekhliganj
Block, in the district of Coochbehar
Work Chainage No. 1845M ,2280 M

SUMMARY OF COST ESTIMATE

BILL DESCRIPTION AMOUNT (Rs.)

A. CROSS DRAINAGE WORKS 11,130,316.88

B.ALLIED WORK FOR APPROACHES 403,493.44
Sub Total (A) = 11,533,810.32

Adding 12% GST (CGST @ 6% + SGST @ 6%) (B) = 1,384,057.24

Sub Total (A+B) = 12,917,867.56
Adding 1% Labour Welfare Cess (C) = 115,338.10
Total (A+B+C) = 13,033,205.66
 COST ESTIMATE FOR CROSS DRAINAGE WORKS: 3 Rows x 4 m x 4 m Box Cell Bridge (Ch: 3100 m)
District COOCHBEHAR
Block Mekhliganj
Project
Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under Jamaldah
GP within Mekhliganj Block, in the district of Coochbehar
Reference to
MORD Spec.

Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

Dismantling of Structures (Plain Cement Concrete and

Cement Concrete Blocks): 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 wherever
necessary, sorting the dismantled material, disposal of
300/11.1
1.00

unserviceable material and stacking the serviceable material

with all lifts and lead of 1000 m as per Technical Specification
Clause 202 of Specifications for Rural Roads. I (B) Plain
Cement Concrete and Cement Concrete Blocks
2 10.500 2.200 3.300 cum 152.460
1 10.500 2.800 3.300 cum 97.020
2 10.500 0.375 3.300 cum 25.988
cum 275.468 434.00 119,553.11
Dismantling of structures (Reinforced Cement Concrete
including cutting steel bars and separating and removing
etc.) : 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 wherever necessary, sorting the dismantled
300/11.1
2.00

material, disposal of unserviceable material and stacking the

serviceable material with all lifts and lead of 1000 m as per
Technical Specification Clause 202 of Specifications for Rural
Roads. (C) Reinforced Cement Concrete including cutting
steel bars and seperating and removing etc.
1 10.000 5.500 0.250 cum 13.750
cum 13.750 1,113.00 15,303.75
Excavation for Structures (Slab/Box Culvert) : Earthwork
in excavation of foundation of structures as per drawing and
technical specifications Clause 305.1 of Specification for
Rural Roads (1st Revision) including setting
out,removing,spreading or stacking of spoils within a lead of
150 m as directed and including trimming the sides of the
trenches,levelling,dressing and ramming the bottom and
backfilling with approved material complete as per direction of
300/11.1

the Engineer-in-charge
3.00

I. Ordinary Soil (a) Upto 3 m depth

Box Foundation 1 14.500 8.400 1.750 cum 213.150
U/S Boulder Bed 1 13.800 2.950 0.600 cum 24.426
D/S Boulder Bed 1 13.800 4.950 0.600 cum 40.986
U/S Cut-off Wall 1 20.300 0.300 1.200 cum 7.308
D/S Cut-off Wall 1 24.300 0.300 1.200 cum 8.748
Return Wall 4 10.000 2.890 1.600 cum 184.960
cum 479.578 266.00 127,567.75
 Reference to
MORD Spec.

Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

PCC Grade M10 [Nominal mix 1:3:6] : Providing

plain/reinforced cement concrete in open foundation with or
without reinforcements in any part of foundation with graded
stone chips of appropriate nominal sizes including screening
and cleaning of coarse aggregates, fine aggregates(sand)
conforming to proper grading zone, both of approved quality
and cement as necessary, mixing in concrete mixer of
802, 803, 1202 & 1203/11.4

suitable capacity and cost of curing with water, including

preparation of design mix approved of the same by the
Engineer in charge , cost for quality control, sampling, testing
etc. including cost of form work but excluding reinforcement
complete as per drawings and technical specifications Clause
4.00

802, 803, 1202 & 1203 of Specification for Rural Roads (1st
Revision). using 250 kg cement, 0.48 cum coarse sand,
0.576 cum of 37.50mm stone aggregate, 0.288 cum 22.40
mm stone aggregate and 0.096 cum 11.20mm stone
aggregate and 4% for form work.

Lug Wall 2 14.50 0.500 0.150 cum 2.175

Lug Wall 2 7.40 0.500 0.150 cum 1.110
Below Box Cell Bed 1 13.60 7.500 0.150 cum 15.300
Below Approach Slab 2 7.50 2.700 0.150 cum 6.075
Return Wall 4 5.000 2.890 0.200 cum 11.560
cum 36.220 4,241.46 153,625.68

R.C.C Grade M 25 (Design Mix) : Providing and laying

reinforced cement concrete in superstructure for height upto
5m with coarse aggregates of appropriate nominal sizes and
grading including screening and cleaning, fine aggregate
(sand) conforming to proper grading zone, both of approved
quality, cement and water reducing admixtures, as necessary
and mixing in concrete mixwe of suitable capacity and cost of
curing with water, including labour, including preparation of
dsign mix approved of the same by the Engineer in charge,
cost for quality control, sampling, testing etc. including cost of
form work and staging upto 5m but excluding reinforcement
complete as per drawings as per drawing and technical
specifications Clauses 800, 1401.4.1 and 1401.4.3 of
Specification for Rural Roads (1st Revision), MORD. using
800 & 1200/11.4

400 Kg cement, 0.45 cum. Coarse sand, 0.54 cum 22.40

mm stone aggregate and 0.36 cum 11.20 mm stone
aggregate and add 20% for formwork and staging on cost
5.00

of the materials for height upto 5 m.

Lugg Wall 2 14.400 0.400 1.600 cum 18.432

2 7.500 0.400 1.600 cum 9.600
Box Bottom Bed 1 13.600 7.500 0.350 cum 35.700
Vetical Wall 2 7.500 0.450 4.000 cum 27.000
2 7.500 0.350 4.000 cum 21.000
Box Top Slab 1 13.600 7.500 0.350 cum 35.700
Box (Hunch) 12 7.500 0.020 cum 1.800
Box (Projected Portion in Road Side) 2 7.500 0.450 0.300 cum 2.025
Approach Slab 2 7.500 3.000 0.300 cum 13.500
Wheel Guard 2 13.600 0.150 0.850 cum 3.468
2 13.600 0.250 0.100 cum 0.680
2 13.600 0.0075 cum 0.204
cum 169.109 6,632.86 1,121,676.32
 Reference to
MORD Spec.
Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

HYSD : Supplying, fitting, and placing HYSD bar

reinforcement in superstructure including initial straightening,
straightening of coils bars, removal of loose rust (if any),
cutting to requisite length bending, binding with annealed wire
not less than 1mm in size and conforming to IS:280 at every
intersection, hooked and bent to correct shape and place on
forms etc. including cost of black annealed wire complete as
1000
6.00

per drawing and technical specifications Clauses 1002, 1006

and 1202 of Specification for Rural Roads (1st Revision),
MORD.
Tor Steel Rods / HYSD Bars / TMT Bars (SAIL/TATA/RINL)
(Fe 415 / Fe 500 / Fe 500D, Conforms to IS:1786). Using
1.05 MT (considering 5% wastage) of steel material including
loading, unloading and carriage.

MT 19.913 60424.35 1,203,230.08

PCC Grade M15 [Nominal mix 1:2.5:5] : Providing

plain/reinforced cement concrete in open foundation with or
without reinforcements in any part of foundation with graded
stone chips of appropriate nominal sizes including screening
and cleaning of coarse aggregates, fine aggregates(sand)
conforming to proper grading zone, both of approved quality
and cement as necessary, mixing in concrete mixer of
suitable capacity and cost of curing with water, including
preparation of design mix approved of the same by the
600 & 1202

Engineer in charge , cost for quality control, sampling, testing

etc. including cost of form work but excluding reinforcement
7.00

complete as per drawings and technical specifications Clause

802, 803, 1202 & 1203 of Specification for Rural Roads (1st
Revision). using 275 kg cement, 0.48 cum coarse sand,
0.48 cum 37.50mm stone aggregate, 0.24 cum 22.40 mm
stone aggregate and 0.08 cum 11.20 mm stone
aggregate and add 4% for form work

U/S Drop Wall 1 20.400 0.300 1.500 cum 9.180

D/S Drop Wall 1 24.400 0.300 1.500 cum 10.980
Return Wall 4 5.000 2.590 1.400 cum 72.520
cum 92.680 4,211.18 390,292.16

PCC Grade M15 [Nominal mix 1:2.5:5] : Plain/reinforced

cement concrete in substructure for height upto 5m with
coarse aggregates of appropriate nominal sizes and grading
including screening and cleaning, fine aggregate (sand)
conforming to proper grading zone, both of approved quality,
cement and water reducing admixtures, as necessary and
mixing in concrete mix of suitable capacity and cost of curing
with water, including labour, including preparation of design
mix approved of the same by the Engineer in charge, cost for
600 & 1202

quality control, sampling, testing etc. including cost of form

8.00

work but excluding reinforcement complete as per drawings

and technical specification Clauses 802, 804, 805, 806, 807,
1202 and 1206 of Specification for Rural Roads (1st
Revision), MORD. using 275 kg cement, 0.48 cum coarse
sand, 0.48 cum 37.50mm stone aggregate, 0.24 cum
22.40 mm stone aggregate and 0.08 cum 11.20 mm
stone aggregate followed by 10% cost on all materials
per cum for form work

Return Wall 4 5.000 1.345 4.350 cum 117.015

cum 117.015 4,454.09 521,195.34
 Reference to
MORD Spec.
Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

Wearing Course (M30 Grade) :Providing and laying cement

concrete wearing course M 30 grade including reinforcement
shuttering and curing complete as per drawing and technical
specifications Clauses 800 and 1404.2 of Specification for
Rural Roads (1st Revision) and as per direction including cost
9.00

and carriage of M.S. bar Reinforcement using 430 Kg

cement, 0.45 cum. Coarse sand, 0.54 cum 22.40 mm stone
aggregate and 0.36 cum 11.20mm stone aggregate and add
3% for formwork and staging over cost of materials and 75 Kg
of M.S. bar reinforcements

1 13.600 7.000 0.0750 cum 7.140 10002.69 71419.210

Providing and Laying Reinforced Cement Concrete Pipe

NP3 with spigot socket as per design in Single Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts on first class bedding of
granular material in single row including filling with cement
10.00

1106

mortar 1:2 but excluding excavation, protection works,

backfilling and masonry work in head walls and parapets
including pumping out water, lighting, barricading, protecting
etc. complete as per Clause 1101.6 of Specification for Rural
Roads, MORD. B. 1000 mm Dia

For Divertion Work:- 2 3.000 2.500 mt 15.000 5,635.93 84,538.95

Fillling in foundation trenches as per drawing and
technical specification vide Clause 305.3.9 :Sand filling in
foundation trenches and at the back of abutment, wing walls
etc. with good local sand free from earth in layers not
300/11.1
11.00

exceeding 150mm including inundating each layer by profuse

water and poking and ramming layer complete etc. as per
direction of Engineer in charge.
I. Sand Filling

Filling in Box Bed 1 13.600 7.500 0.500 cum 51.000

cum 51.000 741.00 37,791.00
Construction of embankment, Sub-grade, shoulder, etc. with
approved material obtained from borrow pits with a lift up to
1.5 m, transporting to site, throwing the same in not more
than 25 cm (loose) thick layers and compacting by Power
Roller, each layer of soil below the sub-grade level in
embankment at OMC to meet 98% of SPD and the top 30 cm
upto the sub-grade level and shoulder at OMC to meet 100%
of SPD including breaking all clods thoroughly, watering,
dressing, cambering, etc. filling, depressions making
sufficient number of benches on existing embankment, bailing
out water, dressing side slope and crust to proper profile in
accordance with the procedure of work as detailed in
300/11.1

technical specification clauses 301.5 and 303.3 and tables

12.00

300.1, 300.2 and IS 2720 Part VII including cost for proper
arrangement for stripping off the grass shods, weeds, quality
control, scarifying existing ground and original ground up to
the depth of 150 mm and rolling the existing ground as per
specification and direction of the Engineer-in-charge including
all taxes, royalties, cess, etc. incluiding cost of carriage by
head load/Truck, loading & Unloading when and where
necessary, lighting, guarding, and barricading, protecting etc.
complete.
ii) For embankment work with a lead up to 1000m at OMC to
meet 98% SPD
For Divertion Work:- 1 22.000 7.500 1.500 cum 247.500
Road Side Filling 2 20.000 7.000 3.000 cum 840.000
cum 1087.500 240.00 261,000.00
 Reference to
MORD Spec.
Measurements

Sl No. Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

Boulder Sausage : Proviing and placing of boulder apron

laid in sausage wire crate of specified sizes made of 4 mm
dia GI wire net of 100mm x 100mm square mesh including
required lapping as directed of wire net, stiching with GI wire
strongly, filling up the sausage wire crate with approved stone
/ laterite boulders of minimum 40 Kg. each properly @ 0.90
cum /cum and stiching the gap with GI wires, closing both
ends with GI wire net including lapping all sides as directed,
including trimming and preparation of bed by cutting or filling
13.00

earth as required complete including cost of all materials and

labours and all incidential charges in this connection. . Using
1.00 cum of stone with minimum size of 200mm & 0.20 cum
of stone spalls

For Divertion Work:- 2 40.00 1.200 0.900 cum 86.400

2 40.00 1.200 0.900 cum 86.400
For Protection Work 4 30.00 1.200 0.900 cum 129.600
4 30.00 1.200 0.900 cum 129.600
cum 432.000 2,934.56 1,267,729.92

Boulder Apron : Proviing and placing of boulder apron laid in

sausage wire crate of specified sizes made of 4 mm dia GI
wire net of 100mm x 100mm square mesh including required
lapping as directed of wire net, stiching with GI wire strongly,
filling up the sausage wire crate with approved stone / laterite
boulders of minimum 40 Kg. each properly @ 0.90 cum /cum
600 & 1202

and stiching the gap with GI wires, closing both ends with GI
14.00

wire net including lapping all sides as directed, including

trimming and preparation of bed by cutting or filling earth as
required complete including cost of all materials and labours
and all incidential charges in this connection. 1.00cum
boulder (25kg each minimun and 0.20cum stone spalls.

U/S Boulder Bed 1 13.800 3.000 0.600 cum 24.840

D/S Boulder Bed 1 13.800 5.000 0.600 cum 41.400
cum 66.240 2,067.56 136,955.17

Weepholes: Providing weepholes in brick masonry/stone

masonry, plain/reinforced concrete abutment, wing wall,
return wall with 100 mm dia PVC pipe extending through the
15.00

1000

full width of the structures with slope of 1(V):20(H) towards

outward face complete as per drawing and technical
specification Clauses 614, 709, 1206.3 of Specification for
Rural Roads (1st Revision) including curing complete.

nos. 60 190.00 11,400.00

Guard Post : Supply, fitting and fixing R.C. guard post 1.37
m. long with cement concrete 1:2:4 with graded stone chips
of 13.2 mm down (of approved quality) casting, curing
complete including cost of providing 4 Nos. of 12 mm dia MS
rods of length 1.54 m as main reinforcement and 6 Nos. of
round shaped 6 mm dia MS rods used as binders; the placing
of the 1st binder should be at 75 mm below the top finished
surface and the other 5 Nos. of binders should be placed at
245 mm C/C ; the guard post is of octagonal section with
inscribed circle of diameter 24 cm at the base tapering to
16.00

corresponding dimensions of 16 cm at the top including 2

coats of painting with best quality synthetic enamel paint of
approved make and brand to form 6 Nos. horizontal alternate
bands in white/tannery yellow and black to 90 cm. Length
standing up above ground after mending good damages if
any during striking of shuttering, making hole in ground of 47
cm depth and 30 cm minimum dia, fixing the guard post in the
same hole and repacking the earth thoroughly so as to keep
the guard post standing properly erect in correct position true
to line and length including carriage of R.C. guard post with
due care to the site including loading into the truck and
unloading at site complete in all respect.

Nos. 60 698.00 41,880.00

Total (Rs.) 5,565,158.44
TOTAL NOS X 2 11,130,316.88
 4m
0.35 m 400 450 4000 350 4000 350 4000 0 0 0 0 450 400 Retun Wall
0.2 m Bottom Width 2.89
12 1600 1600 2.69
2 Nos.
3 150 150 Height 4.35
50 50 50 50 1.4
Hunch 200 x 200 0.2
0.45
0.3 2.69 2.49 2.59
400 7500 400 2.29 0.4 1.345

1600 1600

150 150
50 50 50 50

14.40

7.5

20.300
24.300

7.5

20.40
24.40
 COST ESTIMATE FOR ALLIED WORKS

District COOCHBEHAR

BLOCK MEKHLIGANJ
project name Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at
Jamaldah pwd road to Dangerbari, under Jamaldah GP within Mekhliganj Block,
in the district of Coochbehar

Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)

17 Granular Sub-base with Well Graded Material (Table

400.1)

Construction of granular sub-base by providing well graded

material conforming to table-400.1A and 400.1C of MORD
mixing by mix in place method with rotovator, spreading in
uniform layers with Tractor Mount Grader on prepared
surface in proper grade and camber compacting with three
wheel 80-100 KN Static roller to achieve the desired
density including cost of all materials including incidental
costs for lighting, guarding, barricading, including cost for
hire and operational charges of machinery, tools & plants,
including making necessary earthen bundh of one metre
width on each side to protect the edges and cost for quality
control etc. complete as per technical specification of
clause 401 of Specification for Rural Roads, MORD.
(A) By Mix in Place Method

GSB-II materials
In Approach Road 2 30.00 3.750 0.075 cum 16.875
2 30.00 4.050 0.100 cum 24.300
Total = cum 41.175 1,348.45 55,522.43
18 Water Bound Macadam Sub-Base/Base (WBM Grading
II)

Providing, laying, spreading and compacting grading II

stone aggregates of specific sizes (63mm to 45mm)
conforming to Table 400.8 of MORD for water bound
macadam including spreading in uniform thickness, hand
packing, rolling with three wheel 80-100 kN static roller in
stages to proper grade and camber, applying requisite type
of screening/binding materials having Liquid limit (LL),
Plasticity Index (PI) and passing 75 micron less than 20, 6
and 10% respectively to fill-up the interstices of coarse
aggregate and brooming, watering and compacting to the
required density including cost of all materials including
lighting, guarding, barricading including cost for hire and
operational charges of machinery, tools & plants, including
making necessary earthen bundh of one metre width on
each side to protect the edges and cost for quality control
etc. complete as per technical specification of clause 405
of Specification for Rural Roads, MORD.

In Approach Road 2 30.00 3.75 0.075 cum 16.875

Total = cum 16.875 2,277.63 38,435.01
19 Water Bound Macadam Sub-Base/Base (WBM Grading
III)

Providing, laying, spreading and compacting grading III

stone aggregates of specific sizes (53mm to 22.4mm)
conforming to Table 400.8 of MORD for water bound
macadam including spreading in uniform thickness, hand
packing, rolling with three wheel 80-100 kN static roller in
stages to proper grade and camber, applying requisite
type of screening/binding materials having Liquid limit (LL),
Plasticity Index (PI) and passing 75 micron less than 20, 6
and 10% respectively to fill-up the interstices of coarse
aggregate and brooming, watering and compacting to the
required density including cost of all materials including
lighting, guarding, barricading including cost for hire and
operational charges of machinery, tools & plants, including
making necessary earthen bundh of one metre width on
each side to protect the edges and cost for quality control
etc. complete as per technical specification of clause 405
of Specification for Rural Roads, MORD.

In Approach Road 2 30.00 3.75 0.075 cum 16.875

Total = cum 16.875 2,548.67 43,008.81
20 Prime Coat with Bitumen Emulsion (Low porosity)

Providing and applying primer coat with bitumen emulsion

(SS-1 grade) conforming to IS:8887 on prepared surface of
granular base (WBM/WMM) including cleaning of road
surface and spraying primer at the rate of 0.70-1.0 kg/sqm
using mechanical means including cost and carriage of
bitumen emulsion and all other incidental costs of work
complete as per Technical Specification Clause 502 of
Specifications for Rural Roads.

In Approach Road 2 30.00 3.75 - sqm 225.000

Total = sqm 225.000 38.37 8,633.25
21 Tack Coat with Bitumen Emulsion
 COST ESTIMATE FOR ALLIED WORKS

District COOCHBEHAR

BLOCK MEKHLIGANJ
project name Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at
Jamaldah pwd road to Dangerbari, under Jamaldah GP within Mekhliganj Block,
in the district of Coochbehar

Measurements
Sl No.

Brief Description of Item No. Unit Quantity Rate (Rs) Amount (Rs)
L (m) B (m) D (m)
21

Providing and applying tack coat with Bitumen emulsion

(RS-1 grade) conforming to IS:8887 using emulsion
distributor at the rate of 0.20 to 0.25 kg per sqm on the
prepared bituminous surface cleaned with Hydraulic broom
including cost and carriage of bitumen emulsion and all
other incidental costs of work complete as per Technical
Specification Clause 503. of Specifications for Rural
Roads.
In Approach Road 2 30.00 3.75 - sqm 225.000
Total = sqm 225.000 10.85 2,441.25
22 20mm thick Open-Graded Premix Carpet using
Bituminous (penetration grade/modified bitumen)
Binder
Providing, laying and rolling of open-graded premix carpet
of 20 mm thickness composed of 13.2 mm (@ 0.018
cum/sqm) and11.2 mm (@ 0.009cum/sqm) aggregates
either using penetration grade bitumen or emulsion to
required line, grade and level to serve as wearing course
on a previously prepared base, including mixing in a
suitable plant, laying and rolling with a three wheel 80-100
kN static roller capacity, finished to required level and
grades as per Technical Specification Clause 506 of
Specifications for Rural Roads including heating the
bitumen and preheating the aggregates and all other cost
and charges of fuel, lubricants in this connection including
hire and operational charges of machinery and equipment
for construction and quality control, lighting, guarding,
barricading etc. complete.

In Approach Road 2 30.00 3.75 - sqm 225.000

Total = sqm 225.000 143.86 32,368.50
23 Seal Coat (Type B)
Providing and laying premixed seal coat with approved
quality sand/grit and bitumen binder on thoroughly cleaned
black top surface coated with tack coat, including heating
and mixing cleaned sand/grit (100% passing through 2.36
mm sieve and retained on 180micron sieve) uniformly with
bitumen binder, laying and spreading the mix at an uniform
rate using suitable means, brushing the surface, if
necessary, to ensure uniformity, followed by rolling with
power roller including the cost and carriage of binder and
aggregates and all other incidental charges, cost of fuel
and lubricants, including hire charges of machineries, tools
& plants required for construction and quality control
complete as per Technical Specification Clause 508 of
Specifiaction of Rural Roads.

In Approach Road 2 30.00 3.75 - sqm 225.000

Total = sqm 225.000 48.69 10,955.25
24

Providing and fixing of typical PMGSY informatory sign

board with Logo as per MORD specifications and drawing.
Three MS Plates of 1.6 mm thick, top and middle plate duly
welded with MS flat 25mm x 5mm size on back on edges.
The lower plate will be welded with MS angle iron frame of
25mm x 25mm x 5mm. The angle iron frame of the lower
most plate and flat iron frame of middle plate will be welded
to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly
embedded in cement concrete M-15 grade blocks of Nos. 1 10,382.22 10,382.22
450mm x 450mm x 600mm, 600mm below ground level.
The top most diamond plate will be welded to middle plate
by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will
be stove enameled on both sides. Lettering and printing
arrows, border etc. will be painted with ready mixed
synthetic enamel paint of superior quality in required shade
and colour. All sections of framed posts and steel tube will
be painted with primer and two coats of epoxy paint as per
drawing Clause 1701 and Annexure 1700.1

TOTAL COST FOR PAVEMENT WORKS 201,746.72

TOTAL X 2NOS 403,493.44
Project Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to
Dangerbari, under Jamaldah GP within Mekhliganj Block, in the district of Coochbehar
Table 1: Rate of Materials Supplied at Site as per approved Specification

Chamurchhi Chamurchhi Chamurchhi

Source of Material:
Coarse Sand Medium Sand Fine Sand

*Average lead (km) upto Project C.G considered in the analysis: At Site (Local) At Site (Local) At Site (Local)

Size of Aggregates
Item Unit Sand Sand
Unit (Coarse) (Medium)
Sand (Fine)

*Sand at quarry (Table No: 01, Page 53 of WBSRDA Schedule of Rates

cum 809.00 685.00 535.00
January, 2019)

Carriage cost cum 0.00 0.00 0.00

Rate at Site cum 809.00 685.00 535.00

CARRIAGE OF STONE METAL :

 Chamurchhi Chamurchhi DIANA
Source of Material: (River Grit 5.6mm /
(Bazree / Shingles) (Stone Boulder)
RBM)

*Average lead (km) upto Project C.G considered in the analysis: 70 70 85

Size of Aggregates

aggregates (63-45
River bed Material
225mm to 150mm

Shingles 37.5mm

Stone Screening

Stone Screening
Bazree 22.4mm

Bazree 13.2mm

Bazree 11.2mm

aggregates (53-
Shingles 63mm

Grade-III Stone
above 225 mm

Grade-II Stone
Stone boulder

Stone boulder

Stone ballast

Stone ballast

Stone ballast

Stone ballast

Stone ballast

River 5.6mm
Stone chips

Stone chips

Stone chips

Stone chips

Stone Dust
River Grit

22.4 mm)
26.5mm

22.4mm

13.2mm

11.2mm
37.5mm

Type-A

Type-B
(RBM)
Item Unit

75mm

63mm

53mm

45mm

mm)
*Stone Materials at quarry (Table No: 02 & 04
Page 54 & 56 of WBSRDA Schedule of Rates cum 336.00 312.00 472.00 500.00 540.00 556.00 580.00 684.00 759.00 772.00 772.00 275.00 315.00 433.00 472.00 433.00 348.00 230.00 315.00 460.00 684.00 242.00 432.00 182.00
January 2019)

**Loading of stone material by manual means

including a lead up to 30 m (Sl No. 1.1 (i) Page 3 cum 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00 76.00
of WBSRDA Schedule of Rates January 2019)

25% less rate on the above loading items due to

stacking of the materials. (Page 4 of WBSRDA cum 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00 19.00
Schedule of Rates January 2019)

**Unloading of stone material by manual means

including a lead up to 30 m (Sl No. 1.1 (ii) Page 3 cum 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00 38.00
of WBSRDA Schedule of Rates January 2019)

25% less rate on the above loading and

unloading items due to stacking of the materials.
cum 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50 9.50
(Page 4 of WBSRDA Schedule of Rates January
2019)

Carriage cost cum 859.00 859.00 859.00 859.00 859.00 859.00 859.00 859.00 859.00 859.00 859.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 859.00 859.00 859.00
Add Extra cost for void over loading, Unloading &
cum 157.42 157.42 78.71 78.71 78.71 78.71 78.71 78.71 78.71 78.71 78.71 68.71 68.71 68.71 68.71 68.71 68.71 68.71 68.71 68.71 68.71 134.93 78.71 78.71
Carriage
Rate at Site cum 1437.92 1413.92 1495.21 1523.21 1563.21 1579.21 1603.21 1707.21 1782.21 1795.21 1795.21 1168.21 1208.21 1326.21 1365.21 1326.21 1241.21 1123.21 1208.21 1353.21 1577.21 1321.43 1455.21 1205.21

CARRIAGE OF STONE METAL :

Distances (km) Amount (Rs)
Description Unit Rate (Rs) Remarks
RBM Bazree Boulder Dust RBM Bazree Boulder Stone Dust
(a) Distance carried upto 5 KM cum 5.0 5.0 5.0 5.0 124.00 124.00 124.00 124.00 124.00
(b) Distance carried exceeding 5 KM but not exceeding 10 KM for each additional 1 KM or part
cum 5.0 5.0 5.0 5.0 11.00 55.00 55.00 55.00 55.00
thereof.
(c) Distance carried exceeding 10 KM but not exceeding 20 KM for each additional 1 KM or part
cum 10.0 10.0 10.0 10.0 10.00 100.00 100.00 100.00 100.00
thereof.
Sl No: 04, Page 7 of
(d) Distance carried exceeding 20 KM but not exceeding 50 KM for each additional 1 KM or part WBSRDA Schedule
cum 30.0 30.0 30.0 30.0 10.00 300.00 300.00 300.00 300.00
thereof. of Rates January,
2019
(e) Distance carried exceeding 50 KM but not exceeding 100 KM for each additional 1 KM or part
cum 20.0 20.0 35.0 35.0 8.00 160.00 160.00 280.00 280.00
thereof.
(f) Distance carried exceeding 100 KM and upto any distance for each additional 1 KM or part
cum 0.0 0.0 0.0 0.0 8.00 0.00 0.00 0.00 0.00
thereof.
Total Carriage Cost cum 70.0 70 85 85 739.00 739.00 859.00 859.00
 TABLE 3: RATE ANALYSIS OF MATERIALS (BITUMEN) AT SITE

District: coochbehar
BLOCK Mekhliganj
Project Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under Jamaldah GP within Mekhliganj Block, in
the district of Coochbehar

Source-
Source of Material: Haldia Dhulagarh (on
NH-6)
Average lead (km) considered in the analysis: 760 669
Source-Haldia Source-Dhulagarh (on NH-6)
Bitumen Bitumen
Item Unit Bitumen Bulk Bitumen Cold Mix
Emulsion Emulsion
Grade VG-30 Emulsion Binder
Packed (RSI) Packed (MSI)
(60/70) [Haldia] Packed (SSI) Packed

Bitumen Product (excl. overhead + contractor profit) Page 58,

Table-6 of WBSRDA Schedule of Rates January 2019 (1st MT 35,481.00 33,500.00 35,500.00 36,500.00 37,500.00
Corrigenda on 19.02.2021)

Over head and Contractor's profit (@ 15% MT 40,803.15 38,525.00 40,825.00 41,975.00 43,125.00

Deduction of Drum Cost for packed bitmuen (@ Rs. 500/- each)

MT 0.00 2,500.00 2,500.00 2,500.00 2,500.00
(Page 58, table-6 of WBSRDA Schedule of Rates January 2019)

Loading of Bitumen Drum by manual means including a lead

upto 30m (Sl No. 1.6 (i) Page 4 of WBSRDA Schedule of Rates MT 0.00 116.00 116.00 116.00 116.00
January 2019)

Unloading of Bitumen Drum by manual means including a lead

upto 30m (Sl No. 1.6 (ii) Page 3 of WBSRDA Schedule of Rates MT 0.00 103.00 103.00 103.00 103.00
January 2019)

25% less rate on the above loading and unloading items due to
stacking of the materials. (Page 4 of WBSRDA Schedule of MT 0.00 54.75 54.75 54.75 54.75
Rates January 2019)

Carriage cost MT 3,955.00 3,145.00 3,145.00 3,145.00 3,145.00

Rate at Site MT 44,758.15 39,334.25 41,634.25 42,784.25 43,934.25

Bitumen Bulk Grade VG-30 & Bitumen Emulsion [Haldia] :

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarks
a) Distance carried upto 100 km MT 100.0 655.00 655.00
Item No: 5, Page 9 of WBSRDA Schedule of Rates
b) Distance carried exceeding 100 km upto any distance (per km) MT 660.0 5.00 3300.00
2018
Total Carriage Cost MT 760.0 3955.00

Carriage of Bitumen Emulsion Packed [Other] :

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarks

(I) Distance carried upto 5 KM MT 5.0 82.00 0.00

(ii) Extra over the rate for 5 KM carriage for every additional 1 KM (or part thereof) carriage beyond 5 KM and upto 10 Km. MT 5.0 7.00 0.00
(iii) Extra over the rate for 10 KM carriage for every additional 1 KM (or part thereof) carriage beyond 10 KM distance & upto 20 KM. MT 10.0 7.00 0.00
Item No: 1(a), Page 6
(iv) Extra over the rate for 20 KM carriage for every additional 1 KM (or part thereof) carriage beyond 20 KM and upto 50 KM. MT 30.0 6.00 0.00 of WBSRDA Schedule
(v) Extra over the rate for 50 KM carriage for every additional 1 KM (or part thereof) carriage beyond 50 KM and upto 100 KM. MT 50.0 6.00 300.00 of Rates January 2019
(vi) Extra over the rate for 100 KM carriage for every additional 1 KM (or part thereof) carriage beyond 100 KM. MT 569.0 5.00 2845.00
Total Carriage Cost MT 669.0 3145.00
 TABLE 3A: RATE ANALYSIS OF MATERIALS (HUME PIPE) AT SITE
District: coochbehar
BLOCK Mekhligan
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under Jamaldah GP wit
Source of Material: Ethelbari
Average lead (km) considered in the analysis: 63

Item Unit 300 dia NP3 450 dia NP3 600 dia NP3 1000 dia NP3 1200 dia NP3
Ex-outlet (incl. lap length) m 1,162.00 1,725.00 2,361.00 4,596.00 5,962.00

**Loading of Hume Pipes by mechanical means including a lead up to

m 11.00 11.00 11.00 26.00 26.00
30m (Sl No. 1.9 (i) Page 5 of WBSRDA Schedule of Rates January 2019)

Deduct 25% less rate on loading of the material due to stacking (Page 5
2.75 2.75 2.75 6.50 6.50
of WBSRDA Schedule of Rates January 2019)

**Unloading of Hume Pipes by manual means including a lead up to 30m

m 80.00 80.00 80.00 128.00 128.00
(Sl No. 1.9 (ii) Page 5 of WBSRDA Schedule of Rates January 2019)

Deduct 25% less rate on loading of the material due to stacking (Page 5
20.00 20.00 20.00 32.00 32.00
of WBSRDA Schedule of Rates January 2019)
Carriage cost m 268.00 268.00 268.00 793.00 793.00
Rate at Site m 1,498.25 2,061.25 2,697.25 5,504.50 6,870.50

CARRIAGE OF PIPE:
Description (Carriage Cost of 300 mm / 450 mm / 600 mm dia pipe) Unit Distance (km) Rate (Rs) Amount (Rs) Remarks
a) Distance carried upto 5 km m 5.0 49.00 49.00
b) Distance carried exceeding 5 km but upto 10 km (per km) m 5.0 4.00 20.00
c) Distance carried exceeding 10 km but upto 20 km (per km) m 10.0 4.00 40.00 Sl No: 11 (a), Page 9
d) Distance carried exceeding 20 km but upto 50 km (per km) m 30.0 4.00 120.00 of WBSRDA Schedule
of Rates January 2019
e) Distance carried exceeding 50 km but upto 100 km (per km) m 13.0 3.00 39.00
f) Distance carried exceeding 100 km and upto any distance (per km) m 0.0 3.00 0.00
Total = m 63.0 268.00

Description Carriage Cost of 1000 mm / 1200 mm dia pipe) Unit Distance (km) Rate (Rs) Amount (Rs) Remarks
a) Distance carried upto 5 km m 5.0 148.00 148.00
b) Distance carried exceeding 5 km but upto 10 km (per km) m 5.0 13.00 65.00
c) Distance carried exceeding 10 km but upto 20 km (per km) m 10.0 12.00 120.00
Sl No: 11 (c), Page 9 of
d) Distance carried exceeding 20 km but upto 50 km (per km) m 30.0 11.00 330.00 WBSRDA Schedule of
Rates January 2019
e) Distance carried exceeding 50 km but upto 100 km (per km) m 13.0 10.00 130.00
 WBSRDA Schedule of
Rates January 2019

f) Distance carried exceeding 100 km and upto any distance (per km) m 0.0 10.00 0.00
Total = m 63.0 793.00
0M at Jamaldah pwd road to Dangerbari, under Jamaldah GP within Mekhliganj Block, in the district of Coochbehar
 TABLE 4: RATE ANALYSIS OF MATERIALS (STEEL) AT SITE
District: coochbehar
BLOCK Mekhligan
Project Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under Jamaldah GP within
Mekhliganj Block, in the district of Coochbehar
Source of Material: Mekhliganj
Average lead (km) from Project CG 20

Item Unit Type of Steel Item Unit Type of Steel

Tor Steel Rods / HYSD Bars / TMT Bars

Tor Steel Rods / HYSD Bars / TMT Bars (SAIL/TATA/RINL)
(JSW/JSPL/Shyam/SRMB/SSL/BMASL/Electrosteel) (Fe MT 43,750.00 MT 46,130.00
(Fe 415 / Fe 500 / Fe 500D, Conforms to IS:1786)
415 / Fe 500 / Fe 500D, Conforms to IS:1786)

Over head and Contractor's profit (@ 15% MT 50,312.50 Over head and Contractor's profit (@ 15% MT 53,049.50

**Loading into truck, Unloading and stacking of Structural

**Loading into truck, Unloading and stacking of Structural Steel
Steel and Steel Bars by manual means:
and Steel Bars by manual means: (i) Loading of Structural Steel,
(i) Loading of Structural Steel, Steel Bars by manual MT 111 MT 111
Steel Bars by manual means including a lead upto 30 m (Sl No. 1.5 (i)
means including a lead upto 30 m (Sl No. 1.5 (i) Page 3 of
Page 4 of WBSRDA Schedule of Rates January 2019)
WBSRDA Schedule of Rates January 2019)

(ii) Unloading of Structural Steel, Steel Bars by manual means (ii) Unloading of Structural Steel, Steel Bars by manual means
MT 111 MT 111
including a lead upto 30 m including a lead upto 30 m

deduct 25% for no stacking MT 55.5 deduct 25% for no stacking MT 55.5

Carriage cost MT 131.00 Carriage cost MT 131.00

Rate at Site MT 50,610.00 Rate at Site MT 53,347.00

CARRIAGE OF STEEL MATERIALS :

Description Unit Distance (km) diff. Rate (Rs) Amount (Rs) Remarks
(a) Distance carried upto 5 KM MT 5.0 82.00 82.00
(b) Distance carried exceeding 5 KM but not exceeding 10 KM for each additional 1 KM or part thereof. MT 5.0 7.00 35.00
(c) Distance carried exceeding 10 KM but not exceeding 20 KM for each additional 1 KM or part thereof. MT 2.0 7.00 14.00 Item No: 1(b), Page 07 of
WBSRDA Schedule of Rates
(d) Distance carried exceeding 20 KM but not exceeding 50 KM for each additional 1 KM or part thereof. MT 0.0 6.00 0.00 January 2019
(e) Distance carried exceeding 50 KM but not exceeding 100 KM for each additional 1 KM or part thereof. MT 0.0 6.00 0.00
(f) Distance carried exceeding 100 KM and upto any distance for each additional 1 KM or part thereof. MT 0.0 5.00 0.00
Total Carriage Cost MT 12.0 131.00
 TABLE 4A: RATE ANALYSIS OF MATERIALS (CEMENT) AT SITE
District: coochbehar
BLOCK Mekhligan
Project Name:
Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M &
CH.2280M at Jamaldah pwd road to Dangerbari, under Jamaldah GP within
Mekhliganj Block, in the district of Coochbehar

Source of Material: Mekhliganj

Average lead (km) from Project CG 20

Cement Cement
Item Unit
(43 grade) (53 grade)

ii) 53 Grade MT 5,717.00 5,873.00

Over head and Contractor's profit (@ 15% MT 6,574.55 6,753.95
**Loading into truck, Unloading and stacking of Cement by Manual Means (Sl No. 1.6 (i) Page of 03
MT 116.00 116.00
WBSRDA Schedule of Rates January 2019)
25% less rate on the above loading and unloading items due to stacking of the materials. (Page 5 of
29.00 29.00
WBSRDA Schedule of Rates January 2019)
**UnLoading into truck, Unloading and stacking of Cement by Manual Means (Sl No. 1.6 (ii) Page of
MT 103.00 103.00
WBSRDA Schedule of January 2019)
25% less rate on the above loading and unloading items due to stacking of the materials. (Page 5 of
MT 25.75 25.75
WBSRDA Schedule of Rates January 2019)
Carriage cost MT 131.00 131.00
Rate at Site MT 6,869.80 7,049.20

CARRIAGE OF CEMENT:
Amount
Description Unit Distance (km) Rate (Rs)
(Rs)
Remarks

(a) Distance carried upto 5 KM MT 5.0 82.00 82.00

(b) Distance carried exceeding 5 KM but not exceeding 10 KM for each additional 1 KM or part thereof. MT 5.0 7.00 35.00

(c) Distance carried exceeding 10 KM but not exceeding 20 KM for each additional 1 KM or part thereof. MT 2.0 7.00 14.00 Item No: 1(a), Page 7 of
WBSRDA Schedule of Rates
(d) Distance carried exceeding 20 KM but not exceeding 50 KM for each additional 1 KM or part thereof. MT 0.0 6.00 0.00 January 2019

(e) Distance carried exceeding 50 KM but not exceeding 100 KM for each additional 1 KM or part
MT 0.0 6.00 0.00
thereof.
(f) Distance carried exceeding 100 KM and upto any distance for each additional 1 KM or part thereof. MT 0.0 5.00 0.00

Total Carriage Cost MT 12.0 131.00

 RATE ANALYSIS: ALLIED WORKS
District: coochbehar
BLOCK MEKHLIGAN
project name Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari, under
Jamaldah GP within Mekhliganj Block, in the district of Coochbehar

12 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.
2.5 (i) B

1 Dismantling of Structures (Plain Cement Concrete and Cement Concrete

Blocks)
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 wherever necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the serviceable material with all lifts and lead
of 1000 m as per Technical Specification Clause 202 of Specifications for Rural
Roads.
I (B) Plain Cement Concrete and Cement Concrete Blocks
(I) By Manual Means
Unit = cum
Taking output = 1 cum (Plain cement concrete and cement concrete blocks)
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 434.00 434.00
profit @ 15.0%

Unit Rate Item No. 2.5 (I) (B), Page 11 of WBSRDA Schedule of Rates January 2019

Rate per cum = 434.00

12

2
2.5 (i) C

Dismantling of structures (Reinforced Cement Concrete including cutting steel

bars and separating and removing etc.)

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 wherever necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the serviceable material with all lifts and lead
of 1000 m as per Technical Specification Clause 202 of Specifications for Rural
Roads.

(C) Reinforced Cement Concrete including cutting steel bars and seperating
and removing etc.
Unit = cum
Taking output = 1 cum (RCC)
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 1,113.00 1,113.00
profit @ 15.0%
Unit Rate Item No. 2.5 (I) (C), Page 11 of WBSRDA Schedule of Rates January
2019

Rate per cum = 1,113.00

9.1

42

3 Excavation for Structures (Slab/Box Culvert)

Earthwork in excavation of foundation of structures as per drawing and technical
specifications Clause 305.1 of Specification for Rural Roads (1st Revision) including
setting out,removing,spreading or stacking of spoils within a lead of 150 m as
directed and including trimming the sides of the trenches,levelling,dressing and
ramming the bottom and backfilling with approved material complete as per direction
of the Engineer-in-charge I.
Ordinary Soil (a) Upto 3 m depth

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 266.00 266.00
profit @ 15.0%
Unit Rate Item No. 11.1, Page 41 of WBSRDA Schedule of Rates January 2019

Rate per cum = 266.00

11.4

802, 803, 1202 & 1203

4 PCC Grade M10 [Nominal mix 1:3:6]

Providing plain/reinforced cement concrete in open foundation with or without

reinforcements in any part of foundation with graded stone chips of appropriate
nominal sizes including screening and cleaning of coarse aggregates, fine
aggregates(sand) conforming to proper grading zone, both of approved quality and
cement as necessary, mixing in concrete mixer of suitable capacity and cost of
curing with water, including preparation of design mix approved of the same by the
Engineer in charge , cost for quality control, sampling, testing etc. including cost of
form work but excluding reinforcement complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of Specification for Rural Roads (1st
Revision).
 803, 1202
to SOR
Ref. as per SOR

802,
Sl

Reference
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Construction wing will add cost of 250 kg cement, 0.48 cum coarse sand, 0.576 cum
of 37.50mm stone aggregate, 0.288 cum 22.40 mm stone aggregate and 0.096 cum
11.20mm stone aggregate and 4% for form work on materials cost for arriving
complete rate per cum
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 798.00 798.00
profit @ 15.0%
Unit Rate Item No. 11.4 I. (i), Page 41 of WBSRDA Schedule of Rates January 2019
(b) Materials
Cement kg 250.00 6.870 1,717.50
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.576 1,208.21 695.93
22.4 mm (Bazree 22.4mm) cum 0.288 1,326.21 381.95
11.2 mm (Bazree 11.2mm) cum 0.096 1,326.21 127.32
Add 4% for form work on material cost % 4.00 132.44

Rate per cum = 4,241.46

5 R.C.C Grade M 25 (Design Mix)

Providing and laying reinforced cement concrete in superstructure for height upto 5m
with coarse aggregates of appropriate nominal sizes and grading including
screening and cleaning, fine aggregate (sand) conforming to proper grading zone,
both of approved quality, cement and water reducing admixtures, as necessary and
mixing in concrete mixwe of suitable capacity and cost of curing with water, including
labour, including preparation of dsign mix approved of the same by the Engineer in
charge, cost for quality control, sampling, testing etc. including cost of form work and
staging upto 5m but excluding reinforcement complete as per drawings as per
drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.3 of
Specification for Rural Roads (1st Revision), MORD.
800, 1401.4.1 and 1401.4.3

For estimate purpose construction wing will add cost of 430 Kg cement, 0.45 cum.
Coarse sand, 0.54 cum 22.40 mm stone aggregate and 0.36 cum 11.20 mm stone
aggregate and add 20% for formwork and staging on cost of materials for height
13.1

upto 5 m. The work shall be executed as per actual quantity of materials from trial
and Mix Design at site / Laboratory to arrive at complete rate per cum.

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 968.00 968.00
profit @ 15.0%
Unit Rate Item No. 13.1 II. (i), Page 46 of WBSRDA Schedule of Rates January 2019
(b) Materials
Cement kg 400.00 6.870 2,748.00
Coarse sand cum 0.45 809.00 364.05
22.4 mm (stone aggregates) Stone Chips cum 0.54 1,782.21 962.39
11.2 mm (stone aggregates) Stone Chips cum 0.36 1,795.21 646.28
Add 20% for form work and staging on material cost % 20.00 944.14

Rate per cum = 6,632.86

6 HYSD Bar Reinforcement
Supplying, fitting, and placing HYSD bar reinforcement in superstructure including
initial straightening, straightening of coils bars, removal of loose rust (if any), cutting
to requisite length bending, binding with annealed wire not less than 1mm in size
and conforming to IS:280 at every intersection, hooked and bent to correct shape
and place on forms etc. including cost of black annealed wire complete as per
drawing and technical specifications Clauses 1002, 1006 and 1202 of Specification
1002, 1005, 1010 & 1202

for Rural Roads (1st Revision), MORD.

Construction wing will add cost of 1.05 MT (considering 5% wastage) of steel

material including loading, unloading and carriage for arriving at complete rate.
13.2

Unit = t
Taking output = 1 t
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
MT 1.00 4,410.00 4,410.00
profit @ 15.0%
Unit Rate Item No. 13.2, Page 465of WBSRDA Schedule of Rates January 2019
(b) Materials
Steel (SAIL/TATA/RINL) MT 1.05 53,347.00 56,014.35

Rate per MT = 60,424.35

11.4

42

7 PCC Grade M15 [Nominal mix 1:2.5:5]

 Reference to SOR
11.4Ref. as per SOR
Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

42
7

Providing plain/reinforced cement concrete in open foundation with or without

reinforcements in any part of foundation with graded stone chips of appropriate
nominal sizes including screening and cleaning of coarse aggregates, fine
aggregates(sand) conforming to proper grading zone, both of approved quality and
cement as necessary, mixing in concrete mixer of suitable capacity and cost of
curing with water, including preparation of design mix approved of the same by the
Engineer in charge , cost for quality control, sampling, testing etc. including cost of
form work but excluding reinforcement complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of Specification for Rural Roads (1st
Revision).

Construction wing wiil add cost of 275 kg cement, 0.48 cum coarse sand, 0.48 cum
37.50mm stone aggregate, 0.24 cum 22.40 mm stone aggregate and 0.08 cum
11.20 mm stone aggregate and add 4% for form work on materials cost for arriving
complete rate per cum

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 798.00 798.00
profit @ 15.0%
Unit Rate Item No. 11.4 II. (i), Page 41 of WBSRDA Schedule of Rates January 2019
(b) Materials
Cement kg 275.00 6.870 1,889.25
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.480 1,208.21 579.94
22.4 mm (Bazree 22.4mm) cum 0.240 1,326.21 318.29
11.2 mm (Bazree 11.2mm) cum 0.080 1,326.21 106.10
Add 4% for form work on material cost % 4.00 131.28

Rate per cum = 4,211.18

8

45
12.5 I (i)

PCC Grade M15 [Nominal mix 1:2.5:5]

Plain/reinforced cement concrete in substructure for height upto 5m with coarse

aggregates of appropriate nominal sizes and grading including screening and
cleaning, fine aggregate (sand) conforming to proper grading zone, both of approved
quality, cement and water reducing admixtures, as necessary and mixing in concrete
mix of suitable capacity and cost of curing with water, including labour, including
preparation of design mix approved of the same by the Engineer in charge, cost for
quality control, sampling, testing etc. including cost of form work but excluding
reinforcement complete as per drawings and technical specification Clauses 802,
804, 805, 806, 807, 1202 and 1206 of Specification for Rural Roads (1st Revision),
MORD.

Construction wing wiil add cost of 275 kg cement, 0.48 cum coarse sand, 0.48 cum
37.50mm stone aggregate, 0.24 cum 22.40 mm stone aggregate and 0.08 cum
11.20 mm stone aggregate followed by 10% cost on all materials per cum for form
work to arrive complete rate
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 844.00 844.00
profit @ 15.0%
Unit Rate Item No. 12.5 I. (i), Page 44 of WBSRDA Schedule of Rates January 2019

(b) Materials
Cement kg 275.00 6.870 1,889.25
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.480 1,208.21 579.94
22.4 mm (Bazree 22.4mm) cum 0.240 1,326.21 318.29
11.2 mm (Bazree 11.2mm) cum 0.080 1,326.21 106.10
Add 10% for form work on material cost % 10.00 328.19

Rate per cum = 4,454.09

Wearing Course (M30 Grade)
13.5

800 & 1206

9
Providing and laying cement concrete wearing course M 30 grade including
reinforcement shuttering and curing complete as per drawing and technical
specifications Clauses 800 and 1404.2 of Specification for Rural Roads (1st
Revision) and as per direction including cost and carriage of M.S. bar
Reinforcement.
Construction wing will add cost of 430 Kg cement, 0.45 cum. Coarse sand, 0.54 cum
22.40 mm stone aggregate and 0.36 cum 11.20mm stone aggregate and add 3% for
formwork and staging over cost of materials and 75 Kg of M.S. bar reinforcements to
arrive complete rate per cum.
Unit = cum
Taking output = 1 cum cum 1.00 807.00 807.00
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
profit @ 15.0%
Unit Rate Item No. 13.5, Page 45 of WBSRDA Schedule of Rates January 2019
 Reference to SOR
Ref. as per SOR
Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

(b) Materials
Cement kg 430.00 6.870 2,954.10
Coarse sand cum 0.45 809.00 364.05
22.4 mm (stone chips) cum 0.54 1,782.21 962.39
11.2 mm (stone chips) cum 0.36 1,795.21 646.28
Add 3% for form work and staging on concrete cost % 3.00 267.84
M.S. Bar kg 75.00 53.347 4,001.03

Rate per Cum = 10,002.69

10
Providing and Laying Reinforced Cement Concrete Pipe NP3 with spigot
socket as per design in Single Row : Providing and laying reinforced cement
concrete pipe NP3 with spigot socket for culverts on first class bedding of granular
material in single row including filling with cement mortar 1:2 but excluding
excavation, protection works, backfilling and masonry work in head walls and
parapets including pumping out water, lighting, barricading, protecting etc. complete
as per Clause 1101.6 of Specification for Rural Roads, MORD. B. 1000 mm Dia

Construction wing will add cost of medium sand at site @ 0.005 cum for cement
mortar for fixing of RCC pipes at site for arriving complete rate per metre.
1106
9.3

Unit = m
Taking output = 1 m
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
m 1.00 128.00 128.00
profit @ 15.0%

Unit Rate Item No. 9.3 B, Page 36 of WBSRDA Schedule of Rates January 2019
(b) Materials
Sand (Medium) cum 0.005 685.00 3.43
NP3 pipe (1000 mm dia) m 1.00 5,504.50 5,504.50

Rate per m = 5,635.93

11.2

800 & 1206

11 Fillling in foundation trenches as per drawing and technical specification vide

Clause 305.3.9

Sand filling in foundation trenches and at the back of abutment, wing walls etc. with
good local sand free from earth in layers not exceeding 150mm including inundating
each layer by profuse water and poking and ramming layer complete etc. as per
direction of Engineer in charge. I. Sand Filling

Construction wing will add cost of fine sand of 1.20 cum for arriving complete rate
per cum.
Unit = cum
Taking output = 1 cum cum 1.00 99.00 99.00
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
profit @ 15.0%
Unit Rate Item No. 11.2 I, Page 41 of WBSRDA Schedule of Rates January 2019
(b) Materials
Fine Sand cum 1.20 535.00 642.00
Rate per cum = 741.00
Construction of Embankment/Subgrade / Shoulder with materials obtained
14

12
3.4 (a), (b), (c ), (d)

from Borrow pits

Construction of embankment, Sub-grade, shoulder, etc. with approved material

obtained from borrow pits with a lift up to 1.5 m, transporting to site, throwing the
same in not more than 25 cm (loose) thick layers and compacting by Power Roller,
each layer of soil below the sub-grade level in embankment at OMC to meet 98% of
SPD and the top 30 cm upto the sub-grade level and shoulder at OMC to meet
100% of SPD including breaking all clods thoroughly, watering, dressing, cambering,
etc. filling, depressions making sufficient number of benches on existing
embankment, bailing out water, dressing side slope and crust to proper profile in
accordance with the procedure of work as detailed in technical specification clauses
301.5 and 303.3 and tables 300.1, 300.2 and IS 2720 Part VII including cost for
proper arrangement for stripping off the grass shods, weeds, quality control,
scarifying existing ground and original ground up to the depth of 150 mm and rolling
the existing ground as per specification and direction of the Engineer-in-charge
including all taxes, royalties, cess, etc. incluiding cost of carriage by head
load/Truck, loading & Unloading when and where necessary, lighting, guarding, and
barricading, protecting etc. complete.

(Payment will be made in cum on the finished work as per specifications on the
basis of the prework & postwork level section measurements. Royalty charges &
cess for earth @ 34.30 per cum work will be deducted under West Bengal Mines &
Mineral Acts).
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
profit @ 15.0%
 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD cum 1.00 240.00 240.00
Unit Rate Item No. 3.4 (b), Page 13 of WBSRDA Schedule of Rates January 2019

Rate per cum = 240.00

8

49

13 Boulder Sausage

Proviing and placing of boulder apron laid in sausage wire crate of specified sizes
made of 4 mm dia GI wire net of 100mm x 100mm square mesh including required
lapping as directed of wire net, stiching with GI wire strongly, filling up the sausage
wire crate with approved stone / laterite boulders of minimum 40 Kg. each properly
@ 0.90 cum /cum and stiching the gap with GI wires, closing both ends with GI wire
net including lapping all sides as directed, including trimming and preparation of bed
by cutting or filling earth as required complete including cost of all materials and
labours and all incidential charges in this connection.

Constructing wing will add cost and carriage of 1.00 cum of stone with minimum size
of 200mm & 0.20 cum of stone spalls to obtain the complete rate per cum.

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 1255.00 1255.00
profit @ 15.0%
Unit Rate Item No 6, Page 49 of WBSRDA Schedule of Rates January 2019
(b) Materials
Boulder cum 1.00 1437.92 1437.92
stone spalls (37.5 mm Singles) cum 0.20 1208.21 241.64

Rate per cum = 2934.56

14.1

1301

14 Boulder Apron

Proviing and placing of boulder apron laid in sausage wire crate of specified sizes
made of 4 mm dia GI wire net of 100mm x 100mm square mesh including required
lapping as directed of wire net, stiching with GI wire strongly, filling up the sausage
wire crate with approved stone / laterite boulders of minimum 40 Kg. each properly
@ 0.90 cum /cum and stiching the gap with GI wires, closing both ends with GI wire
net including lapping all sides as directed, including trimming and preparation of bed
by cutting or filling earth as required complete including cost of all materials and
labours and all incidential charges in this connection.

Constructing wing will add cost and carriage of 1.00 cum of stone with minimum size
of 200mm & 0.20 cum of stone spalls to obtain the complete rate per cum.
Unit = cum
Taking output = 1 cum cum 1.00 388.00 388.00
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
profit @ 15.0%
Unit Rate Item No. 14.1, Page 48 of WBSRDA Schedule of Rates January 2019
(b) Materials cum 1.00 1437.92 1437.92
Stone / Boulder (25kg minimum each) cum 0.20 1208.21 241.64
Stone spalls (37.5 mm singles)

Rate per cum = 2067.56

15

12.9

614, 709

Weepholes
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete
abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the
full width of the structures with slope of 1(V):20(H) towards outward face complete
as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification
for Rural Roads (1st Revision) including curing complete.
Unit = Each
Taking output = 1 No. Each 1.00 190.00 190.00
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
profit @ 15.0%
Unit Rate Item No. 12.9, Page 44 of WBSRDA Schedule of Rates January 2019

Rate per No. = 190.00

Guard Post
 Reference to SOR
Ref. as per SOR
Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Supply, fitting and fixing R.C. guard post 1.37 m. long with cement concrete 1:2:4
with graded stone chips of 13.2 mm down (of approved quality) casting, curing
complete including cost of providing 4 Nos. of 12 mm dia MS rods of length 1.54 m
as main reinforcement and 6 Nos. of round shaped 6 mm dia MS rods used as
binders; the placing of the 1st binder should be at 75 mm below the top finished
surface and the other 5 Nos. of binders should be placed at 245 mm C/C ; the guard
post is of octagonal section with inscribed circle of diameter 24 cm at the base
tapering to corresponding dimensions of 16 cm at the top including 2 coats of
painting with best quality synthetic enamel paint of approved make and brand to
form 6 Nos. horizontal alternate bands in white/tannery yellow and black to 90 cm.
New Item 2

Length standing up above ground after mending good damages if any during striking
270

of shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing

16

the guard post in the same hole and repacking the earth thoroughly so as to keep
the guard post standing properly erect in correct position true to line and length
including carriage of R.C. guard post with due care to the site including loading into
the truck and unloading at site complete in all respect.

Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Each 1.00 698.00 698.00
profit @ 15.0%
Unit Rate Item No. 2, Page 40 of WBSRDA Schedule of Rates January 2019

Rate per No. = 698.00

Granular Sub-base with Well Graded Material (Table 400.1)
17

17
4.1 (A) (ii)

Construction of granular sub-base by providing well graded material conforming to

table-400.1A and 400.1C of MORD mixing by mix in place method with rotovator,
spreading in uniform layers with Tractor Mount Grader on prepared surface in proper
grade and camber compacting with three wheel 80-100 KN Static roller to achieve
the desired density including cost of all materials including incidental costs for
lighting, guarding, barricading, including cost for hire and operational charges of
machinery, tools & plants, including making necessary earthen bundh of one metre
width on each side to protect the edges and cost for quality control etc. complete as
per technical specification of clause 401 of Specification for Rural Roads (1st
Revision), MORD
(A) By Mix in Place Method

(Location of density test as per page no. 256 of IRC-SP20.2002). For estimate
preparation, Construction wing will add cost and carriage (if allowable) of 1.20 Cum
(loose net volume) Well graded granular Sub-base materials for Grading I/II/III as
per Table No. 400.1 of Specifications for Rural Roads, MORD.

(ii) For Grading II Material, By Manual Means

For estimate preparation, Construction wing will add cost and carriage (if allowable)
of Brick bats/Laterite/Local stone materials / River Bed Materials/ coarse sand /
medium sand 53mm to 26.5mm @ 0.36 cum, 26.5mm to 4.75mm @ 0.42 cum and
4.75mm below @ 0.42cum for per cum compacted volume to arrive at complete
rate.
Unit = cum
Taking output = 1 cum
(ii) For Grading-II Materials, By Manual Means
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 128.00 128.00
profit @ 15.0%

Unit Rate Item No. 4.1(A) (ii), Page 17 of WBSRDA Schedule of Rates January 2019
(b) Materials per cum
53 mm to 26.5 mm (rate of 37.5mm shingles) cum 0.360 1,208.21 434.96
26.5 mm to 4.75 mm (RBM) cum 0.420 1,123.21 471.75
4.75 mm below (av of coarse & medium sand) cum 0.420 747.00 313.74

Rate per cum = 1,348.45

20

18
4.7 2(A)

Water Bound Macadam Sub-Base/Base (WBM Grading II)

Providing, laying, spreading and compacting grading II stone aggregates of specific

sizes (63mm to 45mm) conforming to Table 400.8 of MORD for water bound
macadam including spreading in uniform thickness, hand packing, rolling with three
wheel 80-100 kN static roller in stages to proper grade and camber, applying
requisite type of screening/binding materials having Liquid limit (LL), Plasticity Index
(PI) and passing 75 micron less than 20, 6 and 10% respectively to fill-up the
interstices of coarse aggregate and brooming, watering and compacting to the
required density including cost of all materials including lighting, guarding,
barricading including cost for hire and operational charges of machinery, tools &
plants, including making necessary earthen bundh of one metre width on each side
to protect the edges and cost for quality control etc. complete as per technical
specification of clause 405 of Specification for Rural Roads (1st Revision), MORD.
 Reference to SOR
Ref. as per SOR
Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

For estimate preparation,Construction wing will add cost and carriage of 1.21 cum of
Grading II aggregates (63mm size to 45mm size ) and 0.24 cum of Type B
Screening (5.6mm to 180 micron ) conforming to Table 400.9 of MoRD to arrive at
the complete rate( See table - 5 of this volume).
Unit = cum
Taking output = 1 cum
2(A) WBM Grading II, By Manual Means
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 351.00 351.00
profit @ 15.0%

Unit Rate Item No. 4.7 2(A), Page 17 of WBSRDA Schedule of Rates January 2019
(b) Materials per cum
North Bengal Variety, Grade-II (63 mm - 45mm) cum 1.210 1,353.21 1,637.38
Type B Screening cum 0.240 1,205.21 289.25

Rate per cum = a+b+c 2,277.63

Water Bound Macadam Sub-Base/Base (WBM Grading III)
20

19
4.7 3 (A)

Providing, laying, spreading and compacting grading III stone aggregates of specific
sizes (53mm to 22.4mm) conforming to Table 400.8 of MORD for water bound
macadam including spreading in uniform thickness, hand packing, rolling with three
wheel 80-100 kN static roller in stages to proper grade and camber, applying
requisite type of screening/binding materials having Liquid limit (LL), Plasticity Index
(PI) and passing 75 micron less than 20, 6 and 10% respectively to fill-up the
interstices of coarse aggregate and brooming, watering and compacting to the
required density including cost of all materials including lighting, guarding,
barricading including cost for hire and operational charges of machinery, tools &
plants, including making necessary earthen bundh of one metre width on each side
to protect the edges and cost for quality control etc. complete as per technical
specification of clause 405 of Specification for Rural Roads, MORD.

For estimate preparation,Construction wing will add cost and carriage of 1.21 cum of
Grading III aggregates (53mm size to 22.4mm size ) and 0.24 cum of Type B
Screening (5.6mm to 180 micron ) conforming to Table 400.9 of MoRD to arrive at
the complete rate ( See table - 5 of this volume).

Note: 3mm thick layer of powdered lime should be spreaded as per direction of
Engineer - in - Charge in between two layers to facilitate checking of required
thickness of each layer and no additional cost for the same will be paid separetely
for this,
Unit = cum
Taking output = 1 cum
3(A) WBM Grading III, By Manual Means
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
cum 1.00 351.00 351.00
profit @ 15.0%

Unit Rate Item No. 4.7 3 (A), Page 18 of WBSRDA Schedule of Rates January 2019
(b) Materials per cum
North Bengal Variety, Grade-II (53 mm - 22.4mm) cum 1.210 1,577.21 1,908.42
Type B Screening cum 0.240 1,205.21 289.25

Rate per cum = a+b+c 2,548.67

24

20 Prime Coat with Bitumen Emulsion (Low porosity)

5.1 (i)

Providing and applying primer coat with bitumen emulsion (SS-1 grade) conforming
to IS:8887 on prepared surface of granular base (WBM/WMM) including cleaning of
road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical
means including cost and carriage of bitumen emulsion and all other incidental costs
of work complete as per Technical Specification Clause 502 of Specification for
Rural Roads (1st Revision), MORD

Construction wing will add cost and carriage of Bitumen Emulsion of approved
quality(grade) @ 0.85 kg/sqm to arrived at complete rate
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Sqm 1.00 2.00 2.00
profit @ 15.0%

Unit Rate Item No. 5.1 (i) Page 24 of of WBSRDA Schedule of Rates January 2019
(b) Materials per sqm
Bitumen Emulsion (SS-1) @ 0.85 kg/sqm (avg.) kg 0.85 42.78 36.37

Rate per sqm = 38.37

24

21 Tack Coat with Bitumen Emulsion

5.2 (i)
 Reference to SOR
5.2 (i) Ref. as per SOR
Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

24
21

Providing and applying tack coat with Bitumen emulsion (RS-1 grade) conforming to
IS:8887 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the
prepared bituminous surface cleaned with Hydraulic broom including cost and
carriage of bitumen emulsion and all other incidental costs of work complete as per
Technical Specification Clause 503 of Specification for Rural Roads (1st Revision).

Construction wing will add cost and carriage of Bitumen Emulsion of approved grade
(quality) @ 0.225 kg/sqm to arrived at complete rate
Unit = Sqm
Taking output = 1 Sqm
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Sqm 1.00 2.00 2.00
profit @ 15.0%

Unit Rate Item No. 5.2 (i) Page 24 of of WBSRDA Schedule of Rates January 2019

(b) Materials per sqm

Bitumen Emulsion (RS-1) @ 0.225 kg/sqm kg 0.225 39.33 8.85

Rate per sqm = 10.85

New Item 5.9

25

22 20mm thick Open-Graded Premix Carpet using Bituminous (penetration

grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness
composed of 13.2 mm (@ 0.018 cum/sqm) and11.2 mm (@ 0.009cum/sqm)
aggregates either using penetration grade bitumen or emulsion to required line,
grade and level to serve as wearing course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller
capacity, finished to required level and grades as per Technical Specification Clause
506 of Specification for Rural Roads (1st Revision) including heating the bitumen
and preheating the aggregates and all other cost and charges of fuel, lubricants in
this connection including hire and operational charges of machinery and equipment
for construction and quality control, lighting, guarding, barricading etc. complete.

Case - I By Manual Means

(II) Bitumen (Grade - VG-30)
Construction wing will add cost and carriage of 1.46Kg of Bitumen (VG-30) per sqm
and 13.2mm and 11.2mm size crushed stone chipping of approved quality @
0.018cum/sqm and 0.009 cum/sqm respectively to arrived at complete rate.

Unit = Sqm
Taking output = 1 Sqm
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Sqm 1.00 42.00 42.00
profit @ 15.0%

Unit Rate New Item No. 5.9, Page 25 of WBSRDA Schedule of Rates January 2019
(b) Materials per sqm
Bitumen(VG-30 grade) kg 1.460 44.76 65.35
13.2 mm size @ 0.018 cum/sqm (Bazree) cum 0.018 1,365.21 24.57
11.2 mm size @ 0.009 cum/sqm (Bazree) cum 0.009 1,326.21 11.94

Rate per sqm = 143.86

26

23
5.12 B (II)

Seal Coat (Type B)

Providing and laying premixed seal coat with approved quality sand/grit and bitumen
binder on thoroughly cleaned black top surface coated with tack coat, including
heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and
retained on 180micron sieve) uniformly with bitumen binder, laying and spreading
the mix at an uniform rate using suitable means, brushing the surface, if necessary,
to ensure uniformity, followed by rolling with power roller including the cost and
carriage of binder and aggregates and all other incidental charges, cost of fuel and
lubricants, including hire charges of machineries, tools & plants required for
construction and quality control complete as per Technical Specification Clause 508
of Specification for Rural Roads (1st Revision).

Construction wing will add cost and carriage of Bitumen (VG-30) @ 0.68 Kg per sqm
and sand / grit (passing through 2.36mm sieve and retained on 180 micron sieve) @
0.006cum/sqm to arrive at complete rate
A. By Manual Means
Case - II : Type B
(II) Bitumen (Grade - VG-30)
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Sqm 1.00 11.00 11.00
profit @ 15.0%
Unit Rate Item No. 5.12 B (II) Page 26 of WBSRDA Schedule of Rates 2019
(b) Materials per sqm
 26
23
5.12 B (II)

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Bitumen (VG-30 grade) kg 0.680 44.76 30.44

Sand / Grit (River Grit) (passing through 2.36mm sieve and retained on 180
cum 0.006 1,208.21 7.25
micron sieve)

Rate per sqm = 48.69

10.16

1701

24 Providing and Fixing 'Logo' of PMGSY Project

Providing and fixing of typical PMGSY informatory sign board with Logo as per
MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle
plate duly welded with MS flat 25mm x 5mm size on back on edges. The lower plate
will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron
frame of the lower most plate and flat iron frame of middle plate will be welded to 2
nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement
concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground
level. The top most diamond plate will be welded to middle plate by 47mm x 47mm
of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering
and printing arrows, border etc. will be painted with ready mixed synthetic enamel
paint of superior quality in required shade and colour. All sections of framed posts
and steel tube will be painted with primer and two coats of epoxy paint as per
drawing Clause 1701 and Annexure 1700.1

Construction wing will add cost of 0.252 cum M-15 Cement Concrete
Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead & contractor's
Each 1.00 9,321.00 9,321.00
profit @ 15.0%

Unit Rate Item No. 10.16, Page 39 of WBSRDA Schedule of Rates January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.252 4,211.18 1,061.22

Rate per No. = 10,382.22

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ALLIED WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

40 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

1
10.18

Rumble Strip
Providing Rumble Strip covered with premixed bituminous carpet
20mm high at centre followed by Type B Seal Coat 250 mm wide
each and placed 1 m centre to centre at approved location to
control speed, marked with 30 cms. Wide white strips of Road
marking paint placed 60 cms. centre to centre along the alignment.

Construction wing will add cost of 20 mm premix carpet and Type B

Seal coat for 0.26 sqm. Per sqm. Of the total area including gap
area.
(Payment will be made on the basis of total area of rumble strips
taking into account width of rumble strips multiplied by end to end
length between first and last rumble strips)
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 45.00 45.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 10.18, Page 34 of WBSRDA Schedule of Rates
January 2019
(b) Materials
20mm thick Premix carpet sqm 0.260 143.86 37.40
Type 'B' seal coat sqm 0.260 48.69 12.66

Rate per sqm = 95.06

14
New Item 5.9

25

20mm thick Open-Graded Premix Carpet using Bituminous

(penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm
thickness composed of 13.2 mm (@ 0.018 cum/sqm) and11.2 mm
(@ 0.009cum/sqm) aggregates either using penetration grade
bitumen or emulsion to required line, grade and level to serve as
wearing course on a previously prepared base, including mixing in a
suitable plant, laying and rolling with a three wheel 80-100 kN static
roller capacity, finished to required level and grades as per
Technical Specification Clause 506 of Specifications for Rural
Roads including heating the bitumen and preheating the aggregates
and all other cost and charges of fuel, lubricants in this connection
including hire and operational charges of machinery and equipment
for construction and quality control, lighting, guarding, barricading
etc. complete.

Case - I By Manual Means

(II) Bitumen (Grade - VG-30)
Construction wing will add cost and carriage of 1.46Kg of Bitumen
(VG-30) per sqm and 13.2mm and 11.2mm size crushed stone
chipping of approved quality @ 0.018cum/sqm and 0.009 cum/sqm
respectively to arrived at complete rate.

Unit = Sqm
Taking output = 1 Sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
Sqm 1.00 42.00 42.00
overhead & contractor's profit @ 15.0%
Unit Rate New Item No. 5.9, Page 24 of WBSRDA Schedule of
Rates January 2019
(b) Materials per sqm
Bitumen(VG-30 grade) kg 1.460 44.76 65.35
13.2 mm size @ 0.018 cum/sqm (Bazree) cum 0.018 1,365.21 24.57
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ALLIED WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

11.2 mm size @ 0.009 cum/sqm (Bazree) cum 0.009 1,326.21 11.94

Rate per sqm = 143.86

15
26
5.12 B (II)

Seal Coat (Type B)

Providing and laying premixed seal coat with approved quality
sand/grit and bitumen binder on thoroughly cleaned black top
surface coated with tack coat, including heating and mixing cleaned
sand/grit (100% passing through 2.36 mm sieve and retained on
180micron sieve) uniformly with bitumen binder, laying and
spreading the mix at an uniform rate using suitable means, brushing
the surface, if necessary, to ensure uniformity, followed by rolling
with power roller including the cost and carriage of binder and
aggregates and all other incidental charges, cost of fuel and
lubricants, including hire charges of machineries, tools & plants
required for construction and quality control complete as per
Technical Specification Clause 508 of Specifiaction of Rural Roads.
Construction wing will add cost and carriage of Bitumen (VG-30) @
0.68 Kg per sqm and sand / grit (passing through 2.36mm sieve and
retained on 180 micron sieve) @ 0.006cum/sqm to arrive at
complete rate
A. By Manual Means
Case - II : Type B
(II) Bitumen (Grade - VG-30)
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
Sqm 1.00 11.00 11.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 5.12 B (II) Page 25 of WBSRDA Schedule of
Rates 2019
(b) Materials per sqm
Bitumen (VG-30 grade) kg 0.680 44.76 30.44
Sand / Grit (River Grit) (passing through 2.36mm sieve and
cum 0.006 1,208.21 7.25
retained on 180 micron sieve)

Rate per sqm = 48.69

Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary,

mandatory and informatory sign as per IRC :67 made
PWD Schedule 30.08.2018

of high intensity grade sheeting vide clause 801.3,

fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75
mm x 6 mm firmly fixed to the ground by means of
properly designed foundation with M15 grade cement concrete 45
8.04
3

cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing and
Clause 801 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).

ii) 60 cm equilateral triangle Each 1.00 2,811.00 2,811.00

PWD (WB), Schedule of Rates : 2018, Item No. 8.04 Page No. 270
Rate per No. = 2,811.00
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ALLIED WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary,

mandatory and informatory sign as per IRC :67 made
of high intensity grade sheeting vide clause 801.3,
fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75
mm x 6 mm firmly fixed to the ground by means of
properly designed foundation with M15 grade cement concrete 45
270
4

cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing and
Clause 801 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).

iii) 60 cm circular Each 1.00 3,750.00 3,750.00

PWD (WB), Schedule of Rates : 2018, Item No. 8.04 Page No. 270
Rate per No. = 3,750.00
5 Retro-Reflectorised Traffic Signs

Providing and fixing of retro- reflectorised cautionary,

mandatory and informatory sign as per IRC :67 made
PWD Schedule 30.08.2018

of high intensity grade sheeting vide clause 801.3,

fixed over aluminium sheeting, 1.5 mm thick
supported on a mild steel angle iron post 75 mm x 75
mm x 6 mm firmly fixed to the ground by means of
properly designed foundation with M15 grade cement concrete 45
8.04

cm x 45 cm x 60 cm, 60 cm
below ground level as per approved drawing and
Clause 801 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).

vi) 60 cm x 60 cm square Each 1.00 4,320.00 4,320.00

PWD (WB), Schedule of Rates : 2018, Item No. 8.04 Page No. 270
Rate per No. = 4,320.00
6
8.15
PWD (WB), Schedule of Rates : 2018, Item No.

Direction and Place Identification Signs upto 0.9 sqm

Size Board.

Providing and erecting direction and place

identification retro-reflectorised sign as per IRC:67
made of high intensity grade sheeting vide clause
801.3, fixed over aluminium sheeting, 2 mm thick with
area not exceeding 0.9 sqm supported on a mild
steel single angle iron post 75 x 75 x 6 mm firmly fixed
270

to the ground by means of properly designed

foundation with M15 grade cement concrete 45 x 45
x 60 cm, 60 cm below ground level as per approved
drawing and Clause 801 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision)..

Each 1.00 9,230.00 9,230.00

PWD (WB), Schedule of Rates : 2018, Item No. 8.05 Page No. 270
Rate per No. = 9,230.00
8.09
7

WD Schedule 30.08.2018

Road Marking with Hot Applied Thermoplastic

Compound with Reflectorising Glass Beads on
Bituminous Surface
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ALLIED WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to SOR
as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.
8.09
7

PWD Schedule 30.08.2018

Ref.

Providing and laying of hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass
beads @ 250 gms per sqm area, thickness of 2.5 mm
is exclusive of surface applied glass beads as per
IRC:35. The finished surface to be level, uniform and
free from streaks and holes complete as per Clause
803 of Specifications for Road & Bridge Works of
MoRT&H (5th Revision).
sqm 1.00 584.00 584.00
PWD (WB), Schedule of Rates : 2018, Item No. 8.15 Page No. 270
Rate per Sqm = 584.00
 RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari,

41 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

1 PMGSY Logo Board

New Item 3

Providing and fixing of typical PMGSY "Logo board/Logo Board at

starting point" as per drawing and specifications of NRRDA having 1.6
mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100
x 300 mm MS plate facing both sides of the alignment duly welded all
Board with vertical square Post and 2 nos horizontal MS flats on back,
embedding leg of MS square post of 75mm x 75mm of 12 SWG sheet in
M-15 grade cement concrete 600 mm square size and 750 mm below the
ground level and keeping 50mm height above the ground level, two coats
of Epoxy painting on MS square flats and back side of the MS sheets
over a coat of primer and two coats of ready mixed approved brand
synthetic oil bound paint over a coat of Epoxy coated priming of rearside
of the MS plates with Bands and letterings of different shades and sizes
as directed and specified in the approved design with oil bound ready
mixed synthetic paint complete in all respect.

The rate of each Board is inclusive of M.S square, M.S flats, M.S plates,
all labour, fabricating and welding charges, cost of paintings and primer,
cost of carriage & fixing and all other incidental charges in this regard
complete in all respect maintaining line and level as directed by the
Engineer-in-Charge including cost of protection, barricading and lighting
etc.
Sub Analysis M15 concrete
Base rate including Labour, Tools & Plants, Machinery, overhead &
cum 1.00 798.00 798.00
contractor's profit @ 15.0%
Cement kg 275.00 6.870 1,889.25
37.5 mm (Shingles 37.5mm) cum 0.480 1,208.21 579.94
22.4 mm (Bazree 22.4mm) cum 0.240 1,326.21 318.29
11.2 mm (Bazree 11.2mm) cum 0.080 1,326.21 106.10
Coarse Sand cum 0.480 809.00 388.32
Form work % 4.00 131.28
Item No. 11.4, II. (i) Page 42 of WBSRDA Schedule of Rates January
2019
Cost of 1 cum M15 (Nominal Mix 1:2.5:5) grade concrete = 4,211.18
41
Item 3 (ii)

(i) Logo Board at starting point (as per fig. 107 of Road signage
under PMGSY Published by the NRRDA on Dec. '06.)
Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 6,988.00 6,988.00
contractor's profit @ 15.0%
Unit Rate Item No. 3, Page 40 of WBSRDA Schedule of Rates January
2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.122 4,211.18 513.76

Rate per No. = 7,501.76

(ii) Logo Board (as per fig. 5 Road signage under PMGSY Published
by the NRRDA on Dec. '06.)
Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 7,595.00 7,595.00
contractor's profit @ 15.0%
Unit Rate Item No. 3, Page 40 of WBSRDA Schedule of Rates January
2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.122 4,211.18 513.76
 RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari,

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Rate per No. = 8,108.76

3
New Item 1

Providing and fixing "Citizen's Information Board" for PMGSY

Project

Providing and fixing typical "Citizen's Information Board" with Logo of

PMGSY as per NRRDA Specifications and drawing having two nos MS
sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2
Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x 6mm size on back.
The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm
frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.
square posts to be embedded in cement concrete M-15 grade of 600 mm
x 600 mm size and 750 mm below the ground level and keeping 50 mm
height above the ground level, two coats of Epoxy painting on MS
square, flats and backside of the M.S. sheets with a coat of primer and
two coats of ready mixed approved brand synthetic oil bound paint over a
coat of Epoxy coated priming on rearside of the M.S plates with Bands
and lettering of different approved shades as directed as shown in the
approved design with oil bound ready mixed synthetic paint and providing
70 mm x 70 mm size PMGSY Logo.

The rate of each Board is inclusive of M.S square, M.S flats, M.S plates,
cost of M-15 Cement Concrete, all labour and welding charges, cost of all
paintings and primer, Cost of Carriage & fixing and all other incidental
41

charges in this regard to complete in all respect maintaining line and level
as directed by the Engineer-in-Charge including cost of protection,
barricading, lighting etc.

The rate of each Board is inclusive of M.S square, M.S flats, M.S plates,
cost of M-15 Cement Concrete, all labour and welding charges, cost of all
paintings and primer, Cost of Carriage & fixing and all other incidental
charges in this regard to complete in all respect maintaining line and level
as directed by the Engineer-in-Charge including cost of protection,
barricading, lighting etc.

Construction wing will add cost of 0.54 cum M -15 cement concrete for
arriving at complete rate of each Board.
Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 10,346.00 10,346.00
contractor's profit @ 15.0%
Unit RateNew Item No. 1, Page 39 of WBSRDA Schedule of Rates
January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.540 4,211.18 2,274.04

Rate per No. = 12,620.04

 RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari,

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Providing and fixing "Maintenance Information Board" for PMGSY

Project
Providing and fixing typical "Maintenance Information Board" with Logo of
PMGSY as per NRRDA Specifications and drawing having one nos MS
sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos.
vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The
ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of
M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square
posts to be embedded in cement concrete M-15 grade of 600 mm x 600
mm size and 750 mm below the ground level and keeping 50 mm height
above the ground level, two coats of Epoxy painting on MS square, flats
and backside of the M.S. sheets with a coat of primer and two coats of
ready mixed approved brand synthetic oil bound paint over a coat of
Epoxy coated priming on rearside of the M.S plates with Bands and
lettering of different approved shades as directed as shown in the
approved design with oil bound ready mixed synthetic paint and providing
70 mm x 70 mm size PMGSY Logo 2 nos.
New Item 1

4 The rate of each Board is inclusive of M.S square, M.S flats, M.S plates,
cost of M-15 Cement Concrete, all labour and welding charges, cost of all
paintings and primer, Cost of Carriage & fixing and all other incidental
charges in this regard to complete in all respect maintaining line and level
as directed by the Engineer-in-Charge including cost of protection,
barricading, lighting etc.

Construction wing will add cost of 0.54 cum M -15 cement concrete for
arriving at complete rate of each Board.
Unit = Each
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 11,138.00 11,138.00
contractor's profit @ 15.0%
Unit RateNew Item No. 4, Page 40 of WBSRDA Schedule of Rates
January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.540 4,211.18 2,274.04

Rate per No. = 13,412.04

Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of
standard design as per IRC:8 fixing in position including painting and
printing, etc as per drawing and Technical Specification Clause 1703 of
Specification for Rural Roads.
Construction wing will add cost of 0.392 cum M-15 Cement Concrete
and 3.68 Kg of Steel reinforcement for each post
(i) 5th Kilometre Stone (precast)
Item 10.10 (i)

Unit = Each
5
39

Taking output = 1 No.

(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 1,305.00 1,305.00
contractor's profit @ 15.0%
Unit Rate Item No. 10.10 (i), Page 38 of WBSRDA Schedule of Rates
17th January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.392 4,211.18 1,650.78
Steel reinforcement kg 3.68 50.610 186.24

Rate per No. = 3,142.02

 RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS
District: coochbehar
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerbari,

Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of
standard design as per IRC:8 fixing in position including painting and
printing, etc as per drawing and Technical Specification Clause 1703 of
Specification for Rural Roads.
Construction wing will add cost of 0.269 cum M-15 Cement Concrete
and 1.88 Kg of Steel reinforcement
(ii) Ordinary Kilometer Stone (Precast)
Unit = Each
6
3

Taking output = 1 No.

(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 618.00 618.00
contractor's profit @ 15.0%
Unit Rate Item No. 10.10 (ii), Page 38 of WBSRDA Schedule of Rates
17th January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.269 4,211.18 1,132.81
Steel reinforcement kg 1.88 50.610 95.15

Rate per No. = 1,845.96

Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of
standard design as per IRC:8 fixing in position including painting and
printing, etc as per drawing and Technical Specification Clause 1703 of
Specification for Rural Roads.
Construction wing will add cost of 0.048 cum M-15 Cement Concrete
and 2.00 Kg of Steel reinforcement
(iii) 200 m stone (precast)
Unit = Each
1703
10.1

7 Taking output = 1 No.

(a) Base rate including Labour, Tools & Plants, Machinery, overhead &
Each 1.00 174.00 174.00
contractor's profit @ 15.0%
Unit Rate Item No. 10.10 (iii), Page 38 of WBSRDA Schedule of Rates
17th January 2019
(b) Materials
M15 Grade cement concrete (Ref. sub-analysis) cum 0.048 4,211.18 202.14
Steel reinforcement kg 2.00 50.610 101.22

Rate per No. = 477.36

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: Conduit
District: coochbehar
Package: Err:509
Road Name:
Ref. as per SOR Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

1
9.3. E

36

Providing and Laying Reinforced Cement Concrete Pipe

NP3 with spigot socket as per design in Single Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts on first class bedding of granular
material in single row including filling with cement mortar 1:2
but excluding excavation, protection works, backfilling and
masonry work in head walls and parapets including pumping
out water, lighting, barricading, protecting etc. complete as per
Clause 1101.6 of Specification for Rural Roads, MORD. D.
300 mm dia (As conduit pipe)

Construction wing will add cost of medium sand at site @

0.001 cum for cement mortar for fixing of RCC pipes at site for
arriving complete rate per metre.
Unit = m
Taking output = 1 m
(a) Base rate including Labour, T & P, Machinery, overhead &
m 1.00 49.00 49.00
contractor's profit @ 15.0%
Unit Rate Item No. 9.3 E, Page 36 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Sand (Medium) cum 0.001 685.00 0.69
NP3 pipe (300 mm dia) m 1.00 1,498.25 1,498.25

Rate per m = 1,547.94

2
9.3

1106

Providing and Laying Reinforced Cement Concrete Pipe

NP3 with spigot socket as per design in Single Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts on first class bedding of granular
material in single row including filling with cement mortar 1:2
but excluding excavation, protection works, backfilling and
masonry work in head walls and parapets including pumping
out water, lighting, barricading, protecting etc. complete as per
Clause 1101.6 of Specification for Rural Roads, MORD. C.
600 mm Dia

Construction wing will add cost of medium sand at site @

0.002 cum for cement mortar for fixing of RCC pipes at site for
arriving complete rate per metre.
Unit = m
Taking output = 1 m
(a) Base rate including Labour, T & P, Machinery, overhead &
m 1.00 61.00 61.00
contractor's profit @ 15.0%
Unit Rate Item No. 9.3 D, Page 36 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Sand (Medium) cum 0.002 685.00 1.37
NP3 pipe (600 mm dia) m 1.00 2,697.25 2,697.25

Rate per m = 2,759.62

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: Conduit
District: coochbehar
Package: Err:509
Road Name:
Ref. as per SOR Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

3
Providing and Laying Reinforced Cement Concrete Pipe
NP3 with spigot socket as per design in Single Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts on first class bedding of granular
material in single row including filling with cement mortar 1:2
but excluding excavation, protection works, backfilling and
masonry work in head walls and parapets including pumping
out water, lighting, barricading, protecting etc. complete as per
Clause 1101.6 of Specification for Rural Roads, MORD. A.
1200 mm Dia

Construction wing will add cost of medium sand at site @

0.007 cum for cement mortar for fixing of RCC pipes at site for
1106
9.3

arriving complete rate per metre.

Unit = m
Taking output = 1 m
(a) Base rate including Labour, Tools & Plants, Machinery,
m 1.00 221.00 221.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.3 A, Page 36 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Sand (Medium) cum 0.007 685.00 4.80
NP3 pipe (1200 mm dia) m 1.00 6,870.50 6,870.50

Rate per m = 7,096.30

5
Providing and Laying Reinforced Cement Concrete Pipe
NP3 with spigot socket as per Design in Double Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts in double row including joining
pipes with cement mortar 1:2 but excluding excavation,
protection works, backfilling, concrete and masonry works in
head walls and parapets including pumping out water, lighting,
barricading, protecting etc. complete as per Clause 1101.6 of
Specification for Rural Roads, MORD. A. 1200 mm Dia

Construction wing will add cost of medium sand at site @

0.015 cum for cement mortar for joining pipes, cost of RCC
1106
9.5

pipes with spigot socket at site for arriving complete rate per
metre.
Unit = m
Taking output = 1 m
(a) Base rate including Labour, Tools & Plants, Machinery,
m 1.00 506.00 506.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.5 A, Page 36 of WBSRDA Schedule of
Rates January 2019
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: Conduit
District: coochbehar
Package: Err:509

1106
9.5
Road Name:
Ref. as per SOR Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerb

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

(b) Materials
Sand (Medium) cum 0.015 685.00 10.28
NP3 pipe (1200 mm dia) m 1.00 6,870.50 6,870.50

Rate per m = 7,386.78

Providing and Laying Reinforced Cement Concrete Pipe

NP3 with spigot socket as per Design in Double Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts in double row including joining
pipes with cement mortar 1:2 but excluding excavation,
protection works, backfilling, concrete and masonry works in
head walls and parapets including pumping out water, lighting,
barricading, protecting etc. complete as per Clause 1101.6 of
Specification for Rural Roads, MORD. A. 1000 mm Dia

Construction wing will add cost of medium sand at site @

0.011 cum for cement mortar for joining pipes, cost of RCC
1106

1106

pipes with spigot socket at site for arriving complete rate per
6

metre.
Unit = m
Taking output = 1 m
(a) Base rate including Labour, Tools & Plants, Machinery,
m 1.00 298.00 298.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.5 B, Page 37 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Sand (Medium) cum 0.011 685.00 7.54
NP3 pipe (1000 mm dia) m 1.00 5,504.50 5,504.50

Rate per m = 5,810.04

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (HP CULVERT)
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dange
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.
35
2

9.1

Excavation for Structures (Hume Pipe Culvert)

Earthwork in excavation for foundation of structures upto 3 m

depth as per drawing and technical specification Clause
1101.4 including setting out, construction of shoring and
bracing, removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with approved
material including pumping out water, lighting, barricading,
protecting etc. complete as per of Specification for Rural
Roads (1st Revision).

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 266.00 266.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.1, Page 34 of WBSRDA Schedule of
Rates January 2019

Rate per cum = 266.00

3
11.4

1109

PCC Grade M10 [Nominal mix 1:3:6]

Providing plain/reinforced cement concrete in open foundation
with or without reinforcements in any part of foundation with
graded stone chips of appropriate nominal sizes including
screening and cleaning of coarse aggregates, fine
aggregates(sand) conforming to proper grading zone, both of
approved quality and cement as necessary, mixing in concrete
mixer of suitable capacity and cost of curing with water,
including preparation of design mix approved of the same by
the Engineer in charge , cost for quality control, sampling,
testing etc. including cost of form work but excluding
reinforcement complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of specification
for Rural Roads

Construction wing will add cost of 250 kg cement, 0.48 cum

coarse sand, 0.576 cum of 37.50mm stone aggregate, 0.288
cum 22.40 mm stone aggregate and 0.096 cum 11.20mm
stone aggregate and 4% for form work on materials cost for
arriving complete rate per cum
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 798.00 798.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 11.4 I. (i), Page 41 of WBSRDA Schedule
of Rates January 2019
(b) Materials
Cement kg 250.00 6.870 1,717.50
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.576 1,208.21 695.93
22.4 mm (Bazree 22.4mm) cum 0.288 1,326.21 381.95
11.2 mm (Bazree 11.2mm) cum 0.096 1,326.21 127.32
Add 4% for form work on material cost % 4.00 132.44

Rate per cum = 4,241.46

4 Bedding for Pipe, Type A (Concrete Cradle) Bedding
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (HP CULVERT)
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dange
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

4
Laying concrete cradle bedding with M15 Grade Cement
Concrete on a firm foundation of uniform density throughout
the length of the culvert and shall conform to the specified
levels and grade including hire and operational charges for
machinery and tools & plants etc. complete as per Clause
1101.5 (i) of Specification for Rural Roads, MORD. The pipe
shall be laid in accordance with the requirements of IS:783 on
concrete bedding before the concrete has set.

Construction wing will add cost of 275 kg cement, 0.48 cum

coarse sand conforming to proper grade, 0.576 cum 37.50 mm
stone aggregate, 0.288 cum 22.40 mm stone aggregate, 0.096
cum 11.20 mm stone aggregate and 4% for form work on
materials to arrive complete rate.
1105
9.2

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 798.00 798.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.2 (i), Page 34 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Cement kg 275.00 6.870 1,889.25
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.576 1,208.21 695.93
22.4 mm (Bazree 22.4mm) cum 0.288 1,326.21 381.95
11.2 mm (Bazree 11.2mm) cum 0.096 1,326.21 127.32
Add 4% for form work on material cost % 4.00 139.31

Rate per cum = 4,420.08

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (HP CULVERT)
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dange
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

Plastering (15 mm thick )

15 mm thick Plastering as per approval of the Engineer in
charge with cement mortar (1:4) with medium sand conforming
to proper grading zone and cement mixed preferably in
mechanical mixer operated manually or by power on
brickwork, including wetted the surface of brickwork before
starting the plastering work and including the cost of curing
with water complete as per drawing and technical Specification
Clauses 613.4 and 1206 of Specification for Rural Roads (1st
Revision) MORD.

Construction will add cost of i) 9.12 kg. of cement ii) 0.025 cum
1206
12.3
7

of Medium Sand per Sqm.

Unit = Sqm
Taking output = 1 Sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
Sqm 1.00 92.00 92.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 12.3, Page 43 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Cement kg 9.12 6.870 62.65
Medium Sand cum 0.025 685.00 17.13
171.78
8
Providing and Laying Reinforced Cement Concrete Pipe
NP3 with spigot socket as per design in Single Row :
Providing and laying reinforced cement concrete pipe NP3
with spigot socket for culverts on first class bedding of granular
material in single row including filling with cement mortar 1:2
but excluding excavation, protection works, backfilling and
masonry work in head walls and parapets including pumping
out water, lighting, barricading, protecting etc. complete as per
Clause 1101.6 of Specification for Rural Roads, MORD. B.
1000 mm Dia

Construction wing will add cost of medium sand at site @

0.005 cum for cement mortar for fixing of RCC pipes at site for
1106
9.3

arriving complete rate per metre.

Unit = m
Taking output = 1 m

(a) Base rate including Labour, Tools & Plants, Machinery,

m 1.00 128.00 128.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.3 B, Page 37 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Sand (Medium) cum 0.005 685.00 3.43
NP3 pipe (1000 mm dia) m 1.00 5,504.50 5,504.50

Rate per m = 5,635.93

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SLAB/BOX CULVERT)
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dan
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

7
11.2

800 & 1206

Fillling in foundation trenches as per drawing and

technical specification vide Clause 305.3.9
Sand filling in foundation trenches and at the back of
abutment, wing walls etc. with good local sand free from earth
in layers not exceeding 150mm including inundating each
layer by profuse water and poking and ramming layer
complete etc. as per direction of Engineer in charge.
I. Sand Filling
Construction wing will add cost of fine sand of 1.20 cum for
arriving complete rate per cum.
Unit = cum
Taking output = 1 cum cum 1.00 99.00 99.00
(a) Base rate including Labour, Tools & Plants, Machinery,
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 11.2 I, Page 41 of WBSRDA Schedule of
Rates January 2019
(b) Materials cum 1.20 535.00 642.00
Fine Sand
Rate per cum = 741.00
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SLAB/BOX CULVERT)
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dan
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

8
14.1

1301

Boulder Apron
Providing and laying boulder apron for bed protection with
stone boulders of minimum size and weight as per Table
1300.1, no fragment weighing less than 25 kg laid dry
complete as per
Construction wingdrawing
will addand technical
cost specifications
of 1.00 cum Clause
boulders (25 Kg
each minimum) and 0.20 cum stone spalls to arrive complete
rate.
Unit = cum
Taking output = 1 cum cum 1.00 388.00 388.00
(a) Base rate including Labour, Tools & Plants, Machinery,
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 14.1, Page 48 of WBSRDA Schedule of
Rates January 2019
(b) Materials cum 1.00 1437.92 1437.92
Stone / Boulder (25kg minimum each) cum 0.20 1208.21 241.64
Stone spalls (37.5 mm singles)

Rate per cum = 2067.56

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: DRAINAGE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dan
42 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

2 Excavation for Structures

9.1

Earthwork in excavation of foundation of structures as per

drawing and technical specifications Clause 305.1 including
setting out,removing,spreading or stacking of spoils within a
lead of 150 m as directed and including trimming the sides of
the trenches,levelling,dressing and ramming the bottom and
backfilling with approved material complete as per direction of
the Engineer-in-charge.
I. Ordinary Soil (a) Upto 3 m depth
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 266.00 266.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 9.1, Page 41 of WBSRDA Schedule of
Rates January 2019

Rate per cum = 266.00

2
11.4

802, 803, 1202 & 1203

PCC Grade M10 [Nominal mix 1:3:6]

Providing plain/reinforced cement concrete in open foundation

with or without reinforcements in any part of foundation with
graded stone chips of appropriate nominal sizes including
screening and cleaning of coarse aggregates, fine
aggregates(sand) conforming to proper grading zone, both of
approved quality and cement as necessary, mixing in concrete
mixer of suitable capacity and cost of curing with water,
including preparation of design mix approved of the same by
the Engineer in charge , cost for quality control, sampling,
testing etc. including cost of form work but excluding
reinforcement complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of specification
for Rural Roads

Construction wing will add cost of 250 kg cement, 0.48 cum

coarse sand, 0.576 cum of 37.50mm stone aggregate, 0.288
cum 22.40 mm stone aggregate and 0.096 cum 11.20mm
stone aggregate and 4% for form work on materials cost for
arriving complete rate per cum

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 798.00 798.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 11.4 I. (i), Page 41 of WBSRDA Schedule
of Rates January 2019
(b) Materials
Cement kg 250.00 6.870 1,717.50
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.576 1,208.21 695.93
22.4 mm (Bazree 22.4mm) cum 0.288 1,326.21 381.95
11.2 mm (Bazree 11.2mm) cum 0.096 1,326.21 127.32
Add 4% for form work on material cost % 4.00 132.44

Rate per cum = 4,241.46

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: DRAINAGE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dan
Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

3 PCC Grade M15 [Nominal mix 1:2.5:5]

Providing plain/reinforced cement concrete in open foundation
with or without reinforcements in any part of foundation with
graded stone chips of appropriate nominal sizes including
screening and cleaning of coarse aggregates, fine
aggregates(sand) conforming to proper grading zone, both of
approved quality and cement as necessary, mixing in concrete
mixer of suitable capacity and cost of curing with water,
including preparation of design mix approved of the same by
the Engineer in charge , cost for quality control, sampling,
testing etc. including cost of form work but excluding
reinforcement complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203 of specification
for Rural Roads

Construction wing wiil add cost of 275 kg cement, 0.48 cum

coarse sand, 0.48 cum 37.50mm stone aggregate, 0.24 cum
22.40 mm stone aggregate and 0.08 cum 11.20 mm stone
aggregate and add 4% for form work on materials cost for
arriving complete rate per cum
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 798.00 798.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 11.4 II. (i), Page 41 of WBSRDA Schedule
of Rates January 2019
(b) Materials
Cement kg 275.00 6.870 1,889.25
Coarse sand cum 0.480 809.00 388.32
37.5 mm (Shingles 37.5mm) cum 0.480 1,208.21 579.94
22.4 mm (Bazree 22.4mm) cum 0.240 1,326.21 318.29
11.2 mm (Bazree 11.2mm) cum 0.080 1,326.21 106.10
Add 4% for form work on material cost % 4.00 131.28

Rate per cum = 4,211.18

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PROTECTIVE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dan
Ref. as per SOR

Reference to

Sl
SOR

Description Unit Quantity Rate (Rs) Amount (Rs)

No.

1
14.5

1302

Filter Material
Providing and laying filter materials undermeath pitching in
slopes complete as per drawing and technical specification.

Unit = cum
Taking output = 1 cum cum 1.00 730.00 730.00
(a) Base rate including Labour, T & P, Machinery, overhead &
contractor's profit @ 12.5%
Unit rate item No. 15.04 Page 317 of PW(R) 2018
(b) Materials
RBM cum 0.72 1123.21 808.71
Coarse sand cum 0.48 809.00 388.32

Rate per cum = 1927.03

2
14.5

1302

Pitching on Slopes
Providing and laying pitching on slopes layed over prepared
filter media as per drawing and technical specification clause
1302 of specification of MORD

Stone / Boulder (with 25Kg each minimum)

Construction wing will add cost of 1.00 cum stone boulder
(25kg each minimum) and 0.20 cum stone spalls to arrive
complete rate.
Unit = cum
Taking output = 1 cum cum 1.00 388.00 388.00
(a) Base rate including Labour, T & P, Machinery, overhead &
contractor's profit @ 12.5%
Unit Rate Item No. 14.5, Page 47 of WBSRDA Schedule of
Rates January 2019
(b) Materials cum 1.00 1437.92 1437.92
Stone / Boulder (25 kg minimum each) cum 0.20 1208.21 241.64
Stone spalls (37.5 mm singles)

Rate per cum = 2067.56

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerba
51 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

1
15.1

Restoration of Rain Cuts

(i) Restoration of rain cuts with soil, moorum, gravel or a mixture
of these, clearing the loose soil, benching for 300mm width laying
fresh material in layers not exceeding 250 mm and compaction
with plate compactor or power rammer to restore the original
alignment, level and slopes of embankment as per drawings and
technical specifications Clause 1902 of Specification for Rural
Roads.
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 300.00 300.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.1,(i), Page 50 of WBSRDA Schedule of
Rates January 2019

Rate per cum = 300.00

2
15.2

1903

1. Maintenance of Earthen Shoulders (Filling with selected

soil)
Making up loss of material/irregularities on shoulders to the
design level by adding fresh approved selected soil and
compacting it with appropriate equipment at required OMC upto a
lead of 1000.0 m as per technical specification Clause 1903 of
Specification for Rural Roads.
Construction wing will add cost of any materials if required for the
maintenance
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 42.00 42.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.2, 1, Page 51 of WBSRDA Schedule of
Rates January 2019

Rate per sqm = 42.00

3
2. Maintenance of Earthen shoulder (Stripping of excess soil)

Stirpping excess soil from the shoulder surface to achieve the

approved level and compacting with plate compactor at required
OMC as per drawing and technical specification Clause 1903 of
Specification for Rural Roads.
Unit = sqm
1903
15.2

Taking output = 1 sqm

(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 18.00 18.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.2, 2, Page 51 of WBSRDA Schedule of
Rates January 2019

Rate per sqm = 18.00

4
15.3

502, 503 & 504

Maintenance of Bituminous surface Road.

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerba
Reference to SOR
15.3Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

4
502, 503 & 504

(i) Repair to pot holes by removal of failed material, trimming the

sides to vertical and levelling the bottom, cleaning the same with
compressed air or any appropriate method filled with 75mm (av)
BM using 19mm nominal size coarse aggregate and 3.50%
Bitumen (VG-30) applying bitumen emulsion prime coat at the
bottom and bitumen emulsion tack coat on sides and on bottom
@ 9 Kg/ 10Sqm as per technical specifications Clause 1904.

Construction wing will add cost of 11.95 kg Bitumen Emulsion,

60.00 Kg bitumen/(VG-30) and cost of aggregates 0.212 cum
37.5 mm to 25 mm size, 0.637 cum 25 mm to 10 mm size, 0.354
cum 10 mm to 5 mm size and 0.21 cum 5 mm & below size to
arrive complete rate per cum.
Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 2,177.00 2,177.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.3, (i), Page 50 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Bitumen Emulsion kg 11.95 39.33 469.99
Bitumen (VG-30) kg 60.00 44.76 2,685.60
37.5 to 25mm aggregate cum 0.212 1,267.21 268.65
25 to 10mm aggregate cum 0.637 1,326.21 844.80
10 to 5mm aggregate cum 0.354 1,241.21 439.39
5mm and below aggregate cum 0.210 747.00 156.87

Rate per cum = 7,042.30

5
15.3

1904

Maintenance of Bituminous surface Road

(ii) Patch repair on already mended pot holes with 20 mm premix
carpet followed by seal coat (type - B) as per drawings and
technical specification Clause 1904.2 of MoRD and as per
diection of E.I.C
Construction wing will add cost of following materials for arriving
complete rate per sqm. Bitumen (VG-30) -2.34 Kg, crushed stone
aggregate 0.027 cum, crushed sand passing 2.26mm sieve and
retained on 180 micron sieve - 0.006 cum.
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 70.00 70.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.3, (ii), Page 50 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Bitumen kg 2.34 44.76 104.74
Aggregate cum 0.027 1,241.21 33.51
Sand cum 0.006 809.00 4.85

Rate per sqm = 213.10

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerba
Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

6
Maintenance of Bituminous surface Road (Maintenance of
Non-Bituminous Base and Sub Base or WBM Road)
Patching of potholes by
draining water,cutting the pothole area to rectangular shape with
vertical edges,removing all loose materials,screening and
stacking the same for reuse with new materials as per
requirement,filling the pothole area with additional volume of
crushed stone materials/laterite/Jhama/broken shingles/coated
stones of Pakur variety etc. and screenings as applicable,and
compacting the same with static roller as per Water Bound
Macadam as per drawings and Technical Specification 1907 of
MoRD (1st Rivision),including cost of all materials and
machineries.

Construction wing will add cost of 1.21 cum of Grading3

aggregates & 0.21cum of TypeB screening to arrive complete
rate.
1. The payment is to be done on loose net volume of coarse
aggregates only.
1904
15.3

2. This item of work may be executed for temporary

restoration of road and should be covered with bituminous
overlay as soon as possible.

3. If filling is done using coated stone aggregates, a 75 mm

thick WBM (Grading 3) layer shall overlay the fill using Pakur
stone materials, before laying of bituminous course.

Unit = cum
Taking output = 1 cum
(a) Base rate including Labour, Tools & Plants, Machinery,
cum 1.00 509.00 509.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.3, (iii), Page 46 of WBSRDA Schedule of
Rates January 2019
(b) Materials
Grade-III Stone aggregates kg 2.34 1,577.21 3,690.67
Stone Screening Type-B cum 0.027 1,205.21 32.54

Rate per sqm = 4,232.21

7 Maintenance of Drains
The maintenance of drains include erosion, repair, clearing,
reshaping, regrading, deepening of side drains as well as catch
water drains as per technical specification Clause 1908 of
Specification for Rural Roads.
Unit = m
Taking output = 1 m
(a) Base rate including Labour, Tools & Plants, Machinery,
m 1.00 3.00 3.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.6, Page 52 of WBSRDA Schedule of Rates
January 2019
1907
15.6

Rate per m = 3.00

8 I) Maintenance of Culverts
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning,
Erosion repair, repairs to cracks, parapet wall and protection work
as per drawing and technical specification Clause 1909 of
Specification for Rural Roads including cost of cement, sand,
brick, boulders etc.
 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerba
Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

Unit = Each HP culvert

Taking output = 1 No.
Each
(a) Base rate including Labour, Tools & Plants, Machinery,
HP 1.00 893.00 893.00
overhead & contractor's profit @ 15.0%
culvert
Unit Rate Item No. 15.7, (I), Page 52 of WBSRDA Schedule of
Rates January 2019
1908 1908
15.7 15.7

Rate per HP culvert = 893.00

II) Maintenance of Culverts Slab type
9

Maintenance of slab type culvert by way of clearing, cleaning,

erosion,repairs to cracks, parapet walls and protection works.
Removal of debris, providing boulders and protection work and
painting as per technical specification Clause 1909 of
Specification for Rural Roads including cost of all materials viz.
cement, sand, bricks, boulders etc. as required and as per
direction complete.
Unit = Each culvert
Taking output = 1 No.
(a) Base rate including Labour, Tools & Plants, Machinery, Each
1.00 1,730.00 1,730.00
overhead & contractor's profit @ 15.0% culvert
Unit Rate Item No. 15.7, (II), Page 52 of WBSRDA Schedule of
Rates January 2019

Rate per culvert = 1,730.00

Maintenance of Road Signs

Maintenance of road signs by way of cleaning and repainting of

mandatory / regulatory / cautionary / informatory and place
identifications sign board as per drawings and direction of
Engineering - in- Charge and following Clause 1911 of
Specification for Rural Roads
1910
15.9

Unit = km
10

Taking output = 1 km
(a) Base rate including Labour, Tools & Plants, Machinery,
km 1.00 1,407.00 1,407.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.9, Page 52 of WBSRDA Schedule of Rates
January 2019

Rate per km = 1,407.00

11 Maintenanance of 200 metre and Km stones
15.11

52

Maintenance of 200 metre stone and km stone by way of refixing

of tilted stones, repairing with cement mortar, cleaning, repairing
and lettering on 200 metre stone, km stone and 5th km stone as
per drawing and Clause 1913 of Specification for Rural Roads.

Unit = km
Taking output = 1 km
(a) Base rate including Labour, Tools & Plants, Machinery,
km 1.00 737.00 737.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.11, Page 52 of WBSRDA Schedule of
Rates January 2019

Rate per km = 737.00

 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS
District: coochbehar
Package: Err:509
Road Name: Construction of Triple Cell Box Culvert(4.0MX4.0M) At Ch.1845 M & CH.2280M at Jamaldah pwd road to Dangerba
1914 Reference to SOR
Ref. as per SOR

Sl
Description Unit Quantity Rate (Rs) Amount (Rs)
No.

12
15.12

Cutting of branches of trees shrubs and trimming of grass

and weeds

(i) Cutting of branches of trees and shrubs from the road way or
with in R.O.W including disposal of wood and leaves to suitable
location as per technical specification Clause 1915 of
Specification for Rural Roads.
Unit = per tree
Taking output = 1 tree
(a) Base rate including Labour, Tools & Plants, Machinery, Each
1.00 106.00 106.00
overhead & contractor's profit @ 15.0% tree
Unit Rate Item No. 15.12, (i) Page 53 of WBSRDA Schedule of
Rates January 2019

Rate each tree = 106.00

13 White washing of parapet walls of CD work and tree trunks
15.13

1915

White washing two coats on parapet walls and tree trunks

including preparation of surface by cleaning, scraping etc. as per
technical specifications Clause 1916 of Specification for Rural
Roads.
Unit = sqm
Taking output = 1 sqm
(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 20.00 20.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 15.13, Page 53 of WBSRDA Schedule of
Rates January 2019

Rate per sqm = 20.00

14 Crack Filling
15.12

1914

Filling of Crack using slow - curing bitumen emulsion and applying

crusher dust in case cracks are wider than 3.00 mm.

Unit = per tree

Taking output = 1 tree
(a) Base rate including Labour, Tools & Plants, Machinery,
m 1.00 3.00 3.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 1, Page 53 of WBSRDA Schedule of Rates
January 2019
14
New item no 1

53

Rate each tree = 3.00

Dressing and chilchalling Road flanks including cutting and
filling with earth upto 150mm average thickness finished with
outward cross-grade of 1 in 30.

(Extra quantity of earth for filling shall be obtained from road side
borrow pits.)
Unit = per tree
Taking output = 1 tree
(a) Base rate including Labour, Tools & Plants, Machinery,
sqm 1.00 12.00 12.00
overhead & contractor's profit @ 15.0%
Unit Rate Item No. 1, Page 53 of WBSRDA Schedule of Rates
January 2019

Rate each tree = 12.00