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ANALYSIS OF RATES
Referenc
e of
Sr No MORD Description Unit Qty Rate Amount
Specifica
tions
6.4 1500 Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete
pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause
1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not
exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher
using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron
thick polythene film, wedgesm steel plates including levelling the from work as per drawing), spreading the
concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous
operation including provision of contraction and expansion, construction joints, applying debonding strips,
primer, sealant, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved,
curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as
per drawing and technical Specification Clause 1501
Unit = cum
Taking Output = 75 cum (172.50 t)
(100×3.75×0.200)

(a) Labour
Mate day 7.00 400.00 2800.00
Mason (1st class) day 5.00 515.00 2575.00
Mason (2nd class) day 5.00 450.00 2250.00
Mazdoor (unskilled) day 129.00 320.00 41280.00
Mazdoor (skilled) day 6.00 370.00 2220.00
surveyor day 2.00 0.00 0.00
Mazdoor (Semi-Skilled) day 6.00 350.00 2100.00
Bhisti day 14.00 350.00 4900.00
Blacksmith day 1.00 0.00 0.00
Total A 58125.00
(B) Machinery
Concrete mixer 0.28/0.4 cum capacity (6 mixer) Hour 36.00 277.50 9990.00
Needle vibrator Hour 9.00 268.25 2414.25
Screed Vibrator Hour 9.00 0.00 0.00
Plate Vibrator Hour 9.00 403.30 3629.70
Concrete Joint cutting machine for initial & final cuts Hour 4.00 804.75 3219.00
Water Tanker 6 kl capacity Hour 5.00 370.00 1850.00
Air conpressor (1 Hour initial +1 hour final) Hour 2.00 381.10 762.20
Total B 21865.15
 dk;Z dk uke&% cq/kqiqjk lEidZ ekxZ ¼xzkeh.k ekxZ½ fo'ks"k ejEer ds lkFk uohuhdj.k dk dk;ZA

ANALYSIS OF RATES
Referenc
e of
Sr No MORD Description Unit Qty Rate Amount
Specifica
tions
(C) Material
Crushed stone coarse aggregates, grading will be as per clause
1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of Cum 67.50 1148.30 77510.25
concrete (1310.50+905.00)/2
Sand as per IS:383 and conforming to clause 1500.2.4.2 @.45
cum/cum of concrete
Cum 33.75 1163.30 39261.38
Cement @ 350 Kg/cum of concrete ton 26.25 6000.00 157500.00
Mid steel dowel bar 25 mm dia of grade S 240.500 mm long 20
Nos
kg 0.00 0.00 0.00
Polythene sheet 125 micron sqm 412.50 16.00 6600.00
Bitumen @ 200 ml per joint for 23 joints ton 0.005 0.00 0.00
Bitumen sealant 800 ml per joint for 23 joints l 0.00 0.00 0.00
Jute rope 12 mm dia including 5 percent wastage (0.104 kg per
RM)
M 0.000 0.00 0.00
Debonding strip 3.75m cut out of rubber fillar board. M 0.000 0.00 0.00
Polythene sheathing, covering 2/3 rd dowel bars (20×23) and
tight fit including 5 percent wastage
no 0.00 0.00 0.00
Plasticizer 0.5 percent by weight of cement l 0.00 0.00 0.00
Curing compound (if used) @ 0.33 liter per sqm l 0.00 0.00 0.00
Water for curing kl 18.00 50.00 900.00
Joint filler board 20 mm thick as per IS: 1838 (4×3.75×0.200=3
sqm)
sqm 0.00 0.00 0.00
Total C 281771.63
Total a+b+c 361761.78
(d) FormWork @ 3% on (a+b+c) 10852.85
(e) Overheads and Contractor’s profit @ 13.5 % on (a+b+c+d) 50302.98
Cost for 75cum = a+b+c+d+e 422917.61
Add Royalty (33.75×150)+(67.50)×160 15862.50
Rate per cum = (a+b+c+d+e)/75 5850.40
5850.40
Say 5850.40

(Er. Ashutosh Kumar) (Er. Garima Shrivastav) (Dr.A.K Singh)

Junior Engineer. Assisant Engineer. Executive Engineer.
C.D.-3, P.W.D., Jhansi C.D.-3, P.W.D., Jhansi C.D.-3, P.W.D., Jhansi
 Analaysis
Construction of K.C. Drain (10M Length)

230 mm
CC 1:2:4
250 mm Road Surface

100mm PCC
100 mm Sand Filling 100mm PCC
100 mm Sand Filling
300 mm 500 mm

S. No. Item No. Length Width H/D Qty Unit Rate Amount
1 Excavation in Foundation in black cotton soil
in bundelkhand area requiring use of special
tools and plants such as pick axes and sabbal
etc including lift upto 1.5 metre (5 fts.) and
lead upto 30 m (100 fts) & including filling,
watering and ramming of excavated earth into
the trenches or into the space between the
building and the sides of foundation trenches or
into the plinth and removal and disposal of
surplus earth as directed by the Engineer-in-
charge upto a distance of 30 m. (100 fts) from
the foundation trenches.SOR Item no .257

1 x 1 970.00 0.30 0.20 58.20 Cum 157.00 9137.40

1 x 1 970.00 0.50 0.20 97.00 Cum 157.00 15229.00
155.20
2 Sand Filling in Foundation Trenches as per
Drawing & Technical Specification
1 x 1 970.00 0.30 0.10 29.10 Cum 1048.38 30507.99
1 x 1 970.00 0.50 0.10 48.50 Cum 1048.38 50846.65
77.60
3 Cement concrete with 4 cm (1.5") gauge
approved stone ballast, approved coarse sand
and cement in the proportion of 6 : 3 : I
including supply of all materials, labour and T
& P etc. required for proper completion of the
work.SOR Item no .280
1 x 1 970.00 0.30 0.10 29.10 Cum 4540.00 132114.00
1 x 1 970.00 0.50 0.10 48.50 Cum 4540.00 220190.00
77.60
4
First class brick work in 1:4 cement and
fine sand of 1.25 FM. mortar in foundation
and plinth including supply of all materials,
labour and T & P etc. required for proper
completion of the work.SOR Item no .305
1 x 1 970.00 0.23 0.250 55.78 Cum 6230.00 347509.40
5 Cement concrete with 2 cm approved stone
ballast, approved coarse sand and cement in the
proportion of 4 : 2 : I including supply of all
materials, labour and T & P etc. required for
proper completion of the work.SOR Item no
.289 new item a
1 x 1 970.00 0.23 0.050 11.16 cum 5980.00 66736.80
1 x 1 970.00 0.50 0.050 24.25 Cum 5980.00 145015.00
35.41
5 12 mm Cement plaster in single coat on fair
side of single or half brick wall for interior
plastering upto floor two level including
internal rounded angles chamfers, and/or
rounded angles not exceeding 80 mm. In girth
and finished even and smooth. No extra for
mixing any additive.SOR Item no .17.58(ii)

1 x 1 970.00 0.25 242.50 sqm 152.00 36860.00

Total 1054146.24
Say Rs. 1054146.24
Cost per RM Rs. 105414.60
 (Ashutosh kumar) (Garima Srivastava) (Dr. A.K.Singh)
Junior Engineer Assistant Engineer Executive Engineer
CD-3, PWD Jhansi CD-3, PWD Jhansi CD-3, PWD Jhansi
 Details of Measurment
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Sl
Item No. L(m) B (m) H/D (m) Quantity
no.
1 2 3 4 5 6 7
1 Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification 22.4-53mm
including spreading in uniform thickness, hand packing, rolling with
smooth wheel roller 80-100 kN in stages to proper grade and camber,
applying and brooming, stone screening to fill-up the interstices of
coarse aggregate, watering and compacting to the required density
Grading 3 as per Technical Specification Clause 405.
In Abadi Portion 1 x1 500.00 3.00 0.05 75.00
Total = 75.00 cum
2 Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using
Bitumen distributor at the rate of 0.30 kg per sqm on the prepared
granular surface cleaned with Mechanical broom.
1 x1 430.00 3.00 - 1290.00
Total 1290.00 100
3 Providing, laying and rolling of open-graded premix carpet of 20
mm thickness composed of 13.2 mm to 5.6 mm aggregates either
using (VG-10 Gr.) bitumen to required linre, grade and level to
servre as wearing couerse on a previsouly prepared base,
including mixing in a suitable plant, laying and rolling wirh a three
wheel 80-100 kN static roller capacity, finished to required level
and grades to be followed by seal coat of "Type-C" as per
Technical Specification clause 508.
1 x1 430.00 3.00 - 1290.00
Total 1290.00 sqm
4 Providing and laying seal coat by mannual means with VG-10 Gr.
grade bitumen sealing the voids in a bituminous surface laid to
the specified levels, grade and cross fall using Type "C" as per
Technical Specification Clause 510
1 x1 430.00 3.00 - 1290.00
Total 1290.00 sqm
5 Construction of un-reinforced, dowel jointed, at expansion and
construction Joint only, plain, cement concrete pave ment,
thickness as per design, over a prepared sub base, with 43 grade
cement or any other type as oer clause 1501.2.2 M-30 (Grade)
coarse and fine aggregates conforming to IS:383, maximum size
of coarse aggregate not exceeding 25 mm, mixed in a concrete
mixer of not less than 0.2 cum capacity and appropriate weight
batcher using approved mix design, laid in approved fixed side
formwork (steel channerl, laying and fixing of 125 micron thick
polythene film, wedgesm steel plates including levelling the from
work as per drawing), spreading the concrete with shovels, rakes,
compacted using needle, screed and plate vibrators and finished
in continuous operation including provision of contraction and
expansion, construction joints, applying debonding strips, primer,
sealant, do wek bars, near approaches to bridge/culvert and
construction joints admixtures as approved, curing of concrete
slabs for 14- days curing compund (where specified) and water
finishing to lines and grade as per drawing and technical
Specification Clause 1501
In Abadi Portion 1 x1 570.00 3.00 0.15 256.50
Total 256.50 cum
 Details of Measurment
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6 Construction of subgrade and earthen shoulders with approved
material obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of Table 300.2 with lead upto
1000 m as per Technical Specification Clause 303.1.
1 x1 430.00 1.00 0.10 43.00
Total 43.00 cum
7 Construction Of KC Drain
For KC Drain 1 x2 495.00 - - 990.00
Total 990.00 rm

Er.Alok Sachan Er.Garima Shrivastav (Dr.A.K.Singh)

Junior Engineer Assistant Engineer Executive Engineer
CD-3, PWD, Jhansi CD-3, PWD, Jhansi CD-3, PWD, Jhansi
 Bill of Quantity
dk;Z dk uke&% cq/kqiqjk lEidZ ekxZ ¼xzkeh.k ekxZ½ fo'ks"k ejEer ds lkFk uohuhdj.k dk dk;ZA

S.N
Item of Work Quantity Unit Rate Amount
o
1 Providing, laying, spreading and compacting stone aggregates
of specific sizes to water bound macadam specification 22.4-
53mm including spreading in uniform thickness, hand packing,
rolling with smooth wheel roller 80-100 kN in stages to proper
grade and camber, applying and brooming, stone screening to 75.00 cum 1904.10 142807.50
fill-up the interstices of coarse aggregate, watering and
compacting to the required density Grading 3 as per Technical
Specification Clause 405.
2 Providing and applying tack coat with Bitumen (V.G.-10 Gr.)
using Bitumen distributor at the rate of 0.30 kg per sqm on the 1290.00 sqm 14.70 18963.00
prepared granular surface cleaned with Mechanical broom.
3 Providing, laying and rolling of open-graded premix carpet of
20 mm thickness composed of 13.2 mm to 5.6 mm aggregates
either using (VG-10 Gr.) bitumen to required linre, grade and
level to servre as wearing couerse on a previsouly prepared
1290.00 sqm 130.60 168474.00
base, including mixing in a suitable plant, laying and rolling wirh
a three wheel 80-100 kN static roller capacity, finished to
required level and grades to be followed by seal coat of "Type-
C" as per Technical Specification clause 508.
4 Providing and laying seal coat by mannual means with VG-10
Gr. grade bitumen sealing the voids in a bituminous surface
laid to the specified levels, grade and cross fall using Type "C" 1290.00 sqm 44.30 57147.00
as per Technical Specification Clause 510

5 Construction of un-reinforced, dowel jointed, at expansion and

construction Joint only, plain, cement concrete pave ment,
thickness as per design, over a prepared sub base, with 43
grade cement or any other type as oer clause 1501.2.2 M-30
(Grade) coarse and fine aggregates conforming to IS:383,
maximum size of coarse aggregate not exceeding 25 mm,
mixed in a concrete mixer of not less than 0.2 cum capacity
and appropriate weight batcher using approved mix design, laid
256.50 cum 5850.40 1500627.60
in approved fixed side formwork (steel channerl, laying and
fixing of 125 micron thick polythene film, wedgesm steel plates
including levelling the from work as per drawing), spreading the
concrete with shovels, rakes, compacted using needle, screed
and plate vibrators and finished in continuous operation
including provision of contraction and expansion, construction
joints, applying debonding strips, primer, sealant, do wek bars,
near approaches to bridge/culvert and construction joints
6 admixtures
Constructionasofapproved,
subgradecuring of concrete
and earthen slabs with
shoulders for 14- days
approved
material obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of Table 300.2 with lead upto 43.00 cum 76.70 3298.10
1000 m as per Technical Specification Clause 303.1.

7 Construction Of KC Drain
990.00 cum ####### ###########

Total = 106251771.20

Say Rs. 1062.52

(Er. Alok Sachan) (Er. Garima Shrivastav) (Dr.A.K.Singh)

Junior Engineer Assistant Engineer Executive Engineer
CD-3, PWD, Jhansi CD-3, PWD, Jhansi CD-3, PWD, Jhansi
 Abstract of cost
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dk;ZA
S.No. Particulars Amount (in lac)
1 2 3
1 ekxZ fuekZ.k dh ykxr 2.48

1 ekxZ ij lh0lh0 fuekZ.k dh ykxr

1060.04

Add 18 % G.S.T. 191.25

Total = 1253.77

For 5 year maintenance cost on Road Construction

0.37
work @15%

Add 18 % G.S.T. on Maintenance 0.07

For 5 year maintenance cost on CC Construction
26.50
Work @2.5%

Add 18 % G.S.T. on Maintenance 4.77

Total = 1285.48 yk[k

Say Rs. = 1285.48 yk[k

(Er.Garima Shrivastav) (Dr.A.k.Singh)

Assistant Engineer Executive Engineer
C.D.-3, PWD, Jhansi C.D.-3, PWD, Jhansi