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8/13/2019 Copy of Surulipatty Road
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Estimate Amount 3740000 LAKHS
Package No :
District : THENI
EXISTING FEATURES OF THE ROAD:
NECESSITY OF THE ROAD:
PAVEMENT DESIGN:
GSB "C"WBM II
Layer
WBM III
Layer
Gravel WBM
Km : 0 / 0 - 3/7 250 100 75 75 0 0 75 75
PROPOSAL AND PROVISIONS MADE IN THE ESTIMATE:
CONSTRUCTION OF EMBANKMENT:
The road passing through wet lands has earthen surface with varies formation width from 6-8
metres, which is Sufficient for upgrading the road. Therefore, L.A. Proposal is not initiated. There are lot of
light Jungles on both sides of the road which are proposed for Clearance. There are existing CD work in this
road proposed for Re Construction.
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
The road for Consideration to the Malaiyandipuram would rejuvenate activation of the people to
ascend their present status and up gradation of the road with rural road connectivity promotes access to
economic and social Services and thus generating agricultural incomes by transporting their agricultural
products to the nearest town Reddiyarchathram. The road Connectivity would assure to ensure that its
benefits accrue to the people of the villages. This road connects main road to go to schools, colleges,
marketing Places and near by hospitals.
PAVEMENT DESIGN has been done by computing traffic census on Average of 3 days and CBR
value of the site soil.
Soil samples are collected from the road and, tests are conducted. The results are tabulated below:
KM Type of soilCBR
Value
Pavement
thick
required
(in mm)
Existing crust
thickness (in mm)
Balance
thickness
required
(in mm)
Total
Thickness
proposed
It is proposed to upgrade the road to O.D.R. standards to a formation width of 7.50 m and
Carriageway width of 3.75 m with formation slopes 2: 1 and slope in cutting 1: 1
The formation level is already kept above the adjacent ground level . Embankment is formed by
using the cut earth available on the road. Cut earth available @ road side would be used @ the same
section and balance earth can be conveyed and used to other locations. Embankment earth work is
thoroughly compacted to achieve 97% of dry density. Formation of earth work shall be carried out as per
MORD CL: 301.
Existing Crust is taken into account for Pavement design.
Proposed Pavement Thickness
(in mm)
NABARD SCHEME 2010 - 2011
(Ministry of Rural Development, Govt. of India)
Block : K . MYLADUM PARAI
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WBM GRADE II:
WBM GRADE III:
TACK COAT RS-1:
PREMIX CARPET:
GEOMETRIC:
The grade of WBM-III layer over the grade II, consisting of grade of aggregates 53mm 22.4mm is
proposed and compacted. WBM layer shall not be less than 75mm keeping the width of 3.75 m and work
shall be as par MORD-Technical specification clause 405.
Tack coat over the primed surface should be applied with bitumen emulsion-RS-1 @ the rate of 0.25
to 0.30 kg per sqm as par MORD-Technical specification clause 503.
WBM grade II consisting of grade of aggregates 63mm 45mm is proposed as a bottom layer over
the sub base to a consolidated thickness of 7.5cm and width of 3.75 m. The work shall be carried out as per
MORD-Technical specification clause 405.
This work consists of preparation, laying and compaction of an open graded premix surfacing of 20
mm thickness with bitumen S-65 i.e. 60/70 grade @ the rate of 1.46kg per one sqm and a seal coat-type-A
to be applied to the surface immediatel
The road runs in Plain terrain having dry/wet lands. The road becomes inconvenience to the public
during Rainy seasons. The ruling gradient 1 in 30 in plain terrain is adopted as far as Possible.
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1) Terrain Classification : Plain / Rolling Terrain
2) Design Speed : 50 km/h
3) Land width :
4) Roadway width : 6 m available for entire stretch
5) : 7.5 m (Outer to outer)
6) Carriage width : Available 3.75 m.
7) Camber for bituminous : Camber for B.T. surface = 3%
8) Annual rain fall : > 1000 mm
9) ADT in the year of Traffic Coun : 161
Base Year Traffic AADT (T) = : 200
Traffic Category : T4
10) Road Length : 3600 m
HORIZONTAL CURVES:
VERTICAL CURVES:
Minimum required land remains width 9m but in some
places it is found less, due to encroachments by adjacent
land owners
Road way width for CD Stru
There are Horizontal curves which are maintained as it is and necessary provisions are made for
extra width at curves.
Since the road is proposed to up grade to O.D.RS Standard, for safety and comport all grade
changes exceeding 1.0 percent i.e. 0.01 are introduced in the alignment. Vertical curves are designed to the
requirements @ needed locations and exis
General : 6 m roadway width with a single lane of 3.75 m is proposed. Ruling gradient of one in 30 isproposed with a camber of 3.0%
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CROSS DRAINAGE WORKS:
900
1660
2900
ROAD PROTECTIVE WORKS:
Km SideLength
(m)
Height(m)
1 R 200.00 1.20
LUMP SUM PROVISIONS:
The road width available on the culverts is maintained with formation width of 7.5 m
There are no Existing culverts and 8 New culverts which are proposed for construction of Cross Drainage
purpose in this road at the location tabulated below.
Ch. (m)
EXISTING CD DETAILS PROPOSED CD DETAILS
Type Condition
Single span of 1 m RCC slab culvert Good
Type
Good
40 m Causeway Good
Provision for Name board, Sign board, KM Stone, HM Stone and guide stones and Information board.
Protective works were proposed wherever necessary in this road as tabulated below.
Km : 3/2-3/4
Rate : The rate analysis for all items of the road works incorporated in the estimate have been
prepared in accordance with Standard data book for rate analysis for rural roads released by M.O.R.D and
unit rates are prepared based on State PWD and Highways Schedule of rates for the year 2009 -2010
Single span of 1 m RCC slab culvert
Lump sum provisions are made for the following items of works
Preparation for DPR Preperation Charges
Provision for Labour Welfare fund @ 0.3%
Provision for Contingencies.
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1 Name of work :Improvement of road from Cumbum
To Surulipatty Road Km 0/8-3/6
2Name of scheme under which work is
taken up: NABARD ROAD
Classification of road Rural roads
Whether administrative sanction of
Govt. obtained
a. G.O MS No./Collector No. :
b. Length : 2800
c. Amount of sanction :
4Whether nomenclature length
amount is as per G.O : Yes
5 Change in scope of sanction : No
6 Amount of estimate now prepared :
7
Whether the estimate amount is
within allowable limits of power of
sanction of competent authority
: Yes
8Revised administrative sanction if
any: No
9
Whether the following details are
enclosed, site plan, index map,
alignment of road
: Yes
10
Whether L.S and C.S workingdrawing data with quarry chart ,
quarry map, counter signed by
concerned Engineer, detailed
estimate, abstract estimate,
specification report etc. are enclosed
: Yes
1Whether alternative alignment are
studied: Existing Alignment has been followed
2
If so whether details of each
alignment their merits and demerits
are given in the estimate and only
the best is selected
: --
3Is the alignment approved by
Competent Authority: Yes
II. ALIGNMENT
CHECKLIST FOR ROAD WORKS FOR SCRUTINY AND SANCTION OF ESTIMATES
I. GENERAL
3
:
:
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4
Whether the reference of the bench
mark which has been used for
carrying out survey is mentioned
whether permanent benchmark is
also indicated
: TBM
5Whether Geological conditions have
been studied: Yes
6 What are the gradients adopted : Ruling Gradients
III. PAVEMENT
a. To what standards the road is
formed or improved ODR/VR: O.D.R Standards
b. What is the traffic intensity that is
considered CBR curveC Curve
2
Whether pavement is scientifically
designed based on soaked CBR value
of sub-grade and sub-base materials
: Yes
IV. ALIGNMENT
1
Whether L.S and C.S are taken at
specified intervals and quantity
worked out
: Yes
2
Are the standards adopted in all
aspects like width, side slope and
right of way?
:
3
Is the lead earth suitable for
foundation? Whether provision is
made for conveying good earth for
forming the approach if necessary.
: No
4
approved with reference to
availability and suitability? Whether
provision is made for extra lead and
: Not Applicable
5 Whether horizontal alignment isdesigned with suitable horizontal
and vertical curves
: Yes
6
Whether the road level has been
fixed corresponding to the bridge
estimate if any to the project and the
reference bench mark.
: Yes
1
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7
Whether soaked CBR value of the
sub grade is found out and pavement
is suitably designed?
: Yes
8Whether suitable sub base of
minimum CBR 15% is provided.: Yes
9
Whether the WBM is for compacted
thickness? If so is 33.33% extracollection provided for.
: Yes
10
Is adequate provision for L.A made,
whether land acquisition found and
schedule are available?
: Does not Arise
11Whether Suitable wearing coat is
proposed.: Yes
1 Whether current year rates adopted : 2010-2011
2
Whether the foundation earthwork
rates including for loading charges
and obtaining labour, materials etc.
completed.
: Yes
3
Whether any provisions is made for a
rate for removal of sand upto sill
level without baling?
: Does not Arise
4
Whether concrete rate is including
side formwork, baling out water etc.,
complete and vibration charges.
: Yes
5
e er orma on ra e s nc us ve
of compaction allowances and
watering complete if so it bases on
: Yes
6
Whether the rates for items and
checked with reference to Standard
Data Book and the provision is
adequate.
: Yes
1
Whether the estimate is provided
with adequate provision for the
following items?
2Provision of Land Acquisition to be
paid if any?Does not Arise
V. RATES
VI. OTHER ITEMS
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3 Provision for Cross Drainage Works No
4
Provision for Name Board, Guide
Stone, Km stones, Improvements to
Geometrics and Approach etc.,
Yes
5Provision for Quality Control and
Testing
Does not Arise
6Provision for Store shed, Watchman
pay and Inspection shed etc.,Does not Arise
7Provision for Establishment and
contingenciesDoes not Arise
8 Provision for Diversion if any Does not Arise
9Provision for Variation in Cost of
MaterialsDoes not Arise
10Any Special provision on that
particular type if required.Not Necessary
1
Certified that the particulars
furnished above are based on siteinspection and are correct.
Yes
2
Certified that the provisions made
under L.S are adequate and donot
warrant revision
Yes
1 Estimate Amount 3740000
2Monetary limit for the sanctioning
authority
3 Sanction Number and date
VII. WHETHER THE FOLLOWING CERTIFICATES FURNISHED.
TECHNICAL SANCTION
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SPECIFICATION REPORT TO ACCOMPANY THE ESTIMATE FOR THE WORK OF
ESTIMATE AMOUN 3740000
Name of District : THENI
Name of Union : CUMBUM
Existing Condition : Worn out WBM
Scheme : NABARD
Administrative Sanction No :
Necessity : The existing surface of the road is Earthern road.
There are many wheeltrack and undulations in this road hence it isvery inconveniet for public. It is necessary to
improvements this road for the use of public toa length of 3.7 KM.
Provisions : 1) Clearing the Scrub jungles.
2)
3)
4)
5) Difference in cost of Bitumen etc.,
6)
Provisions : 1) Pcc 1 : 3 : 6
2) Pcc 1 : 2 : 4 for pier and abutment
3) Mix 1 : 11/2 : 3 for Rcc work
4) Steel Fe 415 N/mm2
5) Cover bot and Sides 40mm
6) Us Gravel for Back filling work
7) Difference in cost of Materials etc.,
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Applying tack coat over WBM surface using
Providing Premix carpet with seal coat tupe 'A'
Collection and laying U.S.Gravel on side berms
Provisions for HM stone and KM stone etc.
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8)
This estimate has been prepared, adopted current schedule of rates for the
year on 2010-2011. On sanction this work will be carried out as per sanctionedestimate and higher authorities instructions.,
Provisions for Weep hole pipes and Filter
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Reach Name
of
Kind of metal Lead in
KM
Cost of material Conveyan
ce
Stacking
charges
Storagg
e
Total
Cement 1 4350.00 3.50 - 4353.50
Steel upto
16mm dia1 37750.00 3.50 - 37753.50
Steel above
u to 16 mm1 37750.00 3.50 - - 37753.50
and for morta 43 110.00 194.90 0.00 304.90
Sand for fillin 43 110.00 194.90 0.00 304.90
40 mm ISS 7 560.00 39.20 0.00 599.20
25 mm ISS 7 480.00 39.20 0.00 519.20
20 mm ISS 7 780.00 39.20 0.00 819.20
12 mm ISS 7 720.00 39.20 3.15 762.35
6 mm ISS 7 360.00 39.20 3.15 402.35
ough Stone[M 7 262.00 39.20 0.00 301.20
ough Stone[R 7 228.00 39.20 0.00 267.20
Bond Stone 7 360.00 39.20 0.00 399.20
90mm IRC 7 243.00 39.20 3.15 285.35
75mm IRC 7 272.00 39.20 3.15 314.35
63mm IRC 7 350.00 39.20 3.15 392.35
53mm IRC 7 425.00 39.20 3.15 467.35
46.50mm IRC 7 571.00 39.20 3.15 613.35
45mm IRC 7 571.00 39.20 3.15 613.35
LEAD STATEMENT
KM- 0/0 - 1/0
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
DISTRICT : THENI BLOCK :
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37.50mm IRC 7 583.00 39.20 3.15 625.35
26.50mm IRC 7 550.00 39.20 3.15 592.35
25mm IRC 7 550.00 39.20 3.15 592.35
22.4mm IRC 7 800.00 39.20 3.15 842.35
13.2 mm IRC 7 739.00 39.20 3.15 781.35
11.2 mm IRC 7 503.00 39.20 3.15 545.35
6.70 mm IRC 7 374.00 39.20 3.15 416.35
7 374.00 39.20 3.15 416.35
7 374.00 39.20 3.15 416.35
7 331.00 39.20 3.15 373.35
7 73.00 39.20 3.05 115.25umen
1 41230.35 0.00 - 41230.35tumen
1 35600.00 0.00 - 35600.00
Site Gravel 6 97.00 33.60 3.05 133.65
WBM Gr II 7 399 39.20 3.15 441.18
WBM Gr III 7 540.3 39.20 3.15 582.65
26.4mm IRC 7 550.00 39.20 3.15 592.35
11.2 mm IRC 7 503.00 39.20 3.15 545.358&2.36mm IR 7 331.00 39.20 3.15 373.35
6.70 mm IRC 7 374.00 39.20 3.15 416.35
Quarry Dust 7 73.00 39.20 3.15 115.35
Emulsion Tar 1 42209.00 0 - 42209.00
Reach Name
of
Kind of metal Lead in
KM
Cost of material Conveyan
ce
Stacking
charges
Storagg
e
Total
Cement 2 4350.00 7.00 - 4357.00
KM- 1/0 - 2/0
6.00 mm IRC
5.60 mm IRC
4.75 mm IRC&Below
Quarry Dust
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Steel upto
16mm dia2 37750.00 7.00 - 37757.00
Steel above
upto 16 mm2 37750.00 7.00 - 37757.00
and for morta 44 110.00 198.20 0.00 308.20
Sand for fillin 44 110.00 198.20 0.00 308.20
40 mm ISS 8 560.00 44.80 0.00 604.80
25 mm ISS 8 480.00 44.80 0.00 524.80
20 mm ISS 8 780.00 44.80 0.00 824.80
12 mm ISS 8 720.00 44.80 3.15 767.95
6 mm ISS 8 360.00 44.80 3.15 407.95
ough Stone[M 8 262.00 44.80 0.00 306.80
ough Stone[R 8 228.00 44.80 0.00 272.80
Bond Stone 8 360.00 44.80 0.00 404.80
90mm IRC 8 243.00 44.80 3.15 290.95
75mm IRC 8 272.00 44.80 3.15 319.95
63mm IRC 8 350.00 44.80 3.15 397.95
53mm IRC 8 425.00 44.80 3.15 472.95
46.50mm IRC 8 571.00 44.80 3.15 618.95
45mm IRC 8 571.00 44.80 3.15 618.95
37.50mm IRC 8 583.00 44.80 3.15 630.95
26.50mm IRC 8 550.00 44.80 3.15 597.95
25mm IRC 8 550.00 44.80 3.15 597.95
22.4mm IRC 8 800.00 44.80 3.15 847.95
13.2 mm IRC 8 739.00 44.80 3.15 786.95
11.2 mm IRC 8 503.00 44.80 3.15 550.95
6.70 mm IRC 8 374.00 44.80 3.15 421.95
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8 374.00 44.80 3.15 421.95
8 374.00 44.80 3.15 421.95
8 331.00 44.80 3.15 378.95
8 73.00 44.80 3.05 120.85umen
1 41230.35 0 - 41230.35tumen
1 35600.00 0 - 35600.00
Site Gravel 7 97.00 39.20 3.05 139.25
WBM Gr II 8 399 44.80 3.15 446.78
WBM Gr III 8 540.3 44.80 3.15 588.25
26.4mm IRC 8 550.00 44.80 3.15 597.95
11.2 mm IRC 8 503.00 44.80 3.15 550.95
8&2.36mm IR 8 331.00 44.80 3.15 378.95
6.70 mm IRC 8 374.00 44.80 3.15 421.95
Quarry Dust 8 73.00 44.80 3.15 120.95tumen
1 36100.00 0 - 36100.00
Reach Name
of
Kind of metal Lead in
KM
Cost of material Conveyan
ce
Stacking
charges
Storagg
e
Total
Cement 3 4350.00 10.50 - 4360.50
Steel upto
16mm dia3 37750.00 10.50 - 37760.50
Steel above
u to 16 mm3 37750.00 10.50 - 37760.50
and for morta 45 110.00 201.50 0.00 311.50
Sand for fillin 45 110.00 201.50 0.00 311.50
40 mm ISS 9 560.00 50.40 0.00 610.40
25 mm ISS 9 480.00 50.40 0.00 530.40
KM- 2/0 - 3/0
6.00 mm IRC
5.60 mm IRC
4.75 mm IRC&Below
Quarry Dust
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20 mm ISS 9 780.00 50.40 0.00 830.40
12 mm ISS 9 720.00 50.40 3.15 773.55
6 mm ISS 9 360.00 50.40 3.15 413.55
ough Stone[M 9 262.00 50.40 0.00 312.40
ough Stone[R 9 228.00 50.40 0.00 278.40
Bond Stone 9 360.00 50.40 0.00 410.40
90mm IRC 9 243.00 50.40 3.15 296.55
75mm IRC 9 272.00 50.40 3.15 325.55
63mm IRC 9 350.00 50.40 3.15 403.55
53mm IRC 9 425.00 50.40 3.15 478.55
46.50mm IRC 9 571.00 50.40 3.15 624.55
45mm IRC 9 571.00 50.40 3.15 624.55
37.50mm IRC 9 583.00 50.40 3.15 636.55
26.50mm IRC 9 550.00 50.40 3.15 603.55
25mm IRC 9 550.00 50.40 3.15 603.55
22.4mm IRC 9 800.00 50.40 3.15 853.55
13.2 mm IRC 9 739.00 50.40 3.15 792.55
11.2 mm IRC 9 503.00 50.40 3.15 556.55
6.70 mm IRC 9 374.00 50.40 3.15 427.55
9 374.00 50.40 3.15 427.55
9 374.00 50.40 3.15 427.55
9 331.00 50.40 3.15 384.55
9 73.00 50.40 3.05 126.45umen
1 0.00 0 - 0.00tumen
1 35600.00 0 - 35600.00
Site Gravel 8 97.00 44.80 3.05 144.85
WBM Gr II 9 399 50.40 3.15 452.38
4.75 mm IRC&Below
Quarry Dust
6.00 mm IRC
5.60 mm IRC
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WBM Gr III 9 540.3 50.40 3.15 593.85
26.4mm IRC 9 550.00 50.40 3.15 603.55
11.2 mm IRC 9 503.00 50.40 3.15 556.55
8&2.36mm IR 9 331.00 50.40 3.15 384.55
6.70 mm IRC 9 374.00 50.40 3.15 427.55
Quarry Dust 9 73.00 50.40 3.15 126.55tumen
1 36100.00 0 - 36100.00
Reach Name
of
Kind of metal Lead in
KM
Cost of material Conveyan
ce
Stacking
charges
Storagg
e
Total
Cement 4 4350.00 14.00 - 4364.00
Steel upto
16mm dia4 37750.00 14.00 - 37764.00
Steel above
upto 16 mm4 37750.00 14.00 - 37764.00
and for morta 46 110.00 204.80 0.00 314.80
Sand for fillin 46 110.00 204.80 0.00 314.80
40 mm ISS 10 560.00 56.00 0.00 616.00
25 mm ISS 10 480.00 56.00 0.00 536.00
20 mm ISS 10 780.00 56.00 0.00 836.00
12 mm ISS 10 720.00 56.00 3.15 779.15
6 mm ISS 10 360.00 56.00 3.15 419.15
ough Stone[M 10 262.00 56.00 0.00 318.00
ough Stone[R 10 228.00 56.00 0.00 284.00
Bond Stone 10 360.00 56.00 0.00 416.00
90mm IRC 10 243.00 56.00 3.15 302.15
75mm IRC 10 272.00 56.00 3.15 331.15
63mm IRC 10 350.00 56.00 3.15 409.15
KM-3/0 -3/6
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53mm IRC 10 425.00 56.00 3.15 484.15
46.50mm IRC 10 571.00 56.00 3.15 630.15
45mm IRC 10 571.00 56.00 3.15 630.15
37.50mm IRC 10 583.00 56.00 3.15 642.15
26.50mm IRC 10 550.00 56.00 3.15 609.15
25mm IRC 10 550.00 56.00 3.15 609.15
22.4mm IRC 10 800.00 56.00 3.15 859.15
13.2 mm IRC 10 739.00 56.00 3.15 798.15
11.2 mm IRC 10 503.00 56.00 3.15 562.15
6.70 mm IRC 10 374.00 56.00 3.15 433.15
10 374.00 56.00 3.15 433.15
10 374.00 56.00 3.15 433.15
10 331.00 56.00 3.15 390.15
10 73.00 56.00 3.05 132.05umen
1 41230.35 - 41230.35tumen
1 35600.00 0 - 35600.00
Site Gravel 9 97.00 50.40 3.05 150.45WBM Gr II 10 399 56.00 3.15 457.98
WBM Gr III 10 540.3 56.00 3.15 599.45
26.4mm IRC 10 550.00 56.00 3.15 609.15
11.2 mm IRC 10 503.00 56.00 3.15 562.15
8&2.36mm IR 10 331.00 56.00 3.15 390.15
6.70 mm IRC 10 374.00 56.00 3.15 433.15
Quarry Dust 10 73.00 56.00 3.15 132.15tumen
1 36100.00 0 - 36100.00
4.75 mm IRC&Below
Quarry Dust
6.00 mm IRC
5.60 mm IRC
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1. Basic Price
2. Deduct cost of drum
3. Sub-Total
4. Excise Duty @ 14%
5. Education Cess @ 2%
6.Higher Secondary Education Cess on
ED @ 1%
7. Billable Price
8. VAT @ 4%
9. Total invoice value
10. Storage Charges at %5 on basic price
11. Total invoice value
12. Conveyance Charges for
a) 80/100 Grade Bitumen
2 X 15 KM X Rs.0.99924 / KM
b) 60/70 Grade Bitumen
2 X 15 KM X Rs.0.9924 / KM
b) Bitumen Emulsion
1 X 64 KM X Rs.1.4 / KM
340
3700.00
33053.84 40700.00
33024.07 37000.00 339
29.77
1331.65 1373.15 144
32532680.1031692.42
31423.17 31230473.48
1218.94 1256.93 12
383844.823728.62
37.29
74.57 76.90
38.45
26633.00
0.00 0.00
27463.0026633.00 2734
Bitumen
EmulsioEx. Coimbatore. Ex. Coimba
15
288427463.00
DISTRICT : BLOCK :
Total Price =
Sl.No.
RATE OF BITUMEN.
80/100 Grade
BitumenEx. Coimbatore
Description
60/70 Grade
Bitumen
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.60
.33
.73
.00
.73
.43
.30
.60
.55
.28
.00
re.
.00
00
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Sl.No. Quantity Rate per A
1 m2
2 m3
3
Rate Per Amount Rate Amount Rate A
1 Cost of Gravel 133.65 m3 133.65 139.25 139.25 144.85
1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.78 2.78
Rate for 1 m3 136.43 142.03
Rate Per Amount
1 Cost of Gravel 150.45 m3
150.45
KM4/0
KM 1/0 Km 2/0 Km 3/0
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from
approved sources to work site including labour for spreading, watering and compacting by Power roller to
achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuelcharges for power roller , water sprinkler and all other incidental charges such as traffic barricading and
providing danger lights etc, complete.
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and
trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m includingremoval and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification
Clause 201.
Earthwork excavating & depositing on bank with init ial lead of 10m & initial lift of 2m in hard stiff clay, stiff
black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders
SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and
compacting etc, complete as per MOST 301 - 305.
Improvement of road from Cumbum To Surulipatty Road Km 0/8 3/6THENI
Description of work
DISTRICT : BLOCK : CUMBUM
Road Data
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1.00 Hire & Labour Charges 2.78 m3 2.78
Rate for 1 m3 153.23
5
Rate Per Amount Rate Amount Rate
1.00 Cost of 63 - 11.2 mm IRC HBG metal 582.65 m3 582.65 588.25 588.25 593.85
0.24 Cost of Gravel 133.65 m3 32.08 139.25 33.42 144.85
10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114.26
Rate for 10 m2 728.99 735.93
Rate for 1 m3 971.99 981.24
Rate Per Amount
1.00 Cost of 63 - 11.2 mm IRC HBG metal 599.45 m3
599.45
0.24 Cost of Gravel 150.45 m3 36.11
10.00 Hire & Labour Charges 114.26 10m2 114.26
Rate for 10 m2 749.82
Rate for 1 m3 999.76
6
Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10
sqm.Including cost of bituminous emulsion which will be supplied by the department at section stores and
its cost will be recovered as per special condition appended including labour charges for preparing the
surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer
including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of
MoRT&H specification.
Km : 0 / 0 - 6/0
KM4/0
Provi ing an aying 75mm compacte t ic WBM Gr.IIIusing 1 cum o 63mm to 11.2mm IRC HBG meta
and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have
PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and
stacking to departmental gauge for pre-measurement as directed by the departmental officers including
labour for spreading metal and gravel hand packing to camber and grade lines blinding with required
quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and
consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges
for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental
KM 1/0 Km 2/0 Km 3/
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Rate Per Amount
4.00 Cost of Bitumen Emulsion 42209.00 MT 168.84
10.00 Labour & Hire charges 77.80 10m2 77.80
1.00 Hire Charges for Bitumen Sprayer 12.00 10m2 1.20
Rate for 10 m2 247.84
Rate for 1 m2 24.78
7
Rate Per Amount Rate Amount Rate
0.18 Cost of 13.2 mm IRC metal 781.35 m3 140.64 786.95 141.65 792.55
0.09 Cost of 11.2 mm IRC metal 545.35 m3 49.08 550.95 49.59 556.55
0.09 Cost of 6.7 mm IRC metal 416.35 m3 37.47 421.95 37.98 427.55
24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 ###### 35600.00
10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48 258.48 258.48 258.48
1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81 58.13 5.81 58.13
Rate for 10 m2 1497.50 ######
Rate for 1 m2 149.75 149.95
Km 3/0
Providing and laying open graded premix carpet of 20 mm compacted thickusing 0.18cum of 13.20
mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with
14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat typeAover the premix carpet
using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including
cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including
cost of bitumen which will be supplied by the department at departmental section stores and its cost will be
recovered as per special condition appended including heating the bitumen and metal mixing the materials
in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same
by power rolling to the specified lines and grades including all labour charges application of bitumen for seal
coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H
specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix
plant power roller 80 100 KN capacity and all other tools and plants employed therefore etc., complete.
KM 1/0 Km 2/0
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Rate Per Amount
0.18 Cost of 13.2 mm IRC metal 798.15 m3 143.67
0.09 Cost of 11.2 mm IRC metal 562.15 m3 50.59
0.09 Cost of 6.7 mm IRC metal 433.15 m3 38.98
24.40 Cost of Bitumen 41230.35 MT 1006.02
10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48
1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81
Rate for 10 m2 1503.55
Rate for 1 m2 150.36
1 M2
KM4/0
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 10
per Technical Specification Clause 301.4.
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DISTRICT : THENI
Sl.No Description Nos Length Breadth Depth Quantity Unit
1
Ch 800-1000 2 200.00 1.000 400.00
Ch 1000-2000 2 1000.00 1.000 2000.00
Ch 2000-3000 2 1000.00 1.000 2000.00
` Ch 3000-3600 2 600.00 1.000 1200.00
5600.00
-2240.00
3360.00 sqm
2
Ch 800-1000 2 200.00 1.000 0.300 120.00 cum
Ch 1000-2000 2 1000.00 1.000 0.300 600.00 cum
Ch 2000-3000 2 1000.00 1.000 0.300 600.00 cum
Ch 3000-3600 2 600.00 1.000 0.300 360.00 cum
1680.00
3
Ch 800-1000 1 200.00 3.750 750.00sqm
Ch 1000-2000 1 1000.00 3.750 3750.00sqm
Ch 2000-3000 1 1000.00 3.750 3750.00sqm
` Ch 3000-3600 1 600.00 3.750 2250.00sqm
10500.00 sqm3500.00 sqm
4
Ch 800-1000 1 200.00 3.750 0.075 56.25 Cum
56.25 Cum
Ch 1000-2000 1 1000.00 3.750 0.075 281.25 Cum
281.25 Cum
Ch 2000-3000 1 1000.00 3.750 0.075 281.25 Cum
Deduct 2m Culvert Ch 2400m -1 2.40 3.750 0.075 -0.68 Cum
` Deduct 2m Culvert Ch 2950m -1 2.40 3.750 0.075 -0.68 Cum
279.90 Cum
Ch 3000-3600 1 600.00 3.750 0.075 168.75 Cum
Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 0.075 5.63 Cum
174.38 Cum
DETAILED ESTIMATEImprovement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings
and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material t
Deduct 40% voids
BLOCK : CUMBUM
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5
m, transporting to site, spreading, grading to required slope and compacting to meet requirements
with a lead up to 1000 m as per Technical Specification cla
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
Providing laying, spreading and compacting stone aggregates of specific sizes to water bound
macadamIIIspecification including spreading in uniform thickness, hand packing, rolling with three
wheel 80 100 KN static roller in stages to proper grade and cam
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5
Ch 800-1000 1 200.00 3.750 750.00 Sqm
750.00 Sqm
Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Ch 3000-3600 1 600.00 3.750 2250.00 Sqm
Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 75.00 Sqm
2325.00 Sqm
10575.00 Sqm
6
Ch 800-1000 1 200.00 3.750 750.00 Sqm750.00 Sqm
Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Sqm
Ch 3000-3600 1 600.00 3.750 2250.00 Sqm
Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 75.00 Sqm
2325.00 Sqm
7
No. of Village - 2 No. 1 2 2 Nos.8 3
9 15 Nos.
10
11 Contingencis and other unforeseen items L.S
Reinforced cement concrete M15 grade Hecto meter stone of standard design
Construction of Retaining wall/ CD works (As per sub estimate)
Providing and applying tack coat with Bitumen emulsion (RS 1) using emulsion distributor
at the rate of 4 kg /10 sqm on the prepared granular surface treated with primer & cleaned
With Hydraulic broom as per Technical Specification clause 503 and as dir
Providing laying and rolling of open grade premix carpet of 20 mm thickness composed of
13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required
line, grade and level to serve as Seal Coat on a previously prepared base
Providing and erecting direction and place identfication Board
Reinforced cement concrete M15 grade Kilometer stone of standard design
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DISTRICT : BLOCK : CUMBUM
Sl.No unit Quantity Rate Amount
Ch 800 - 3600 sqm 3360.00 1.70 5 712
Ch 800 - 3600 cum 1680.00 33.65 56 532
Ch 800 - 3600 sqm 3500.00 3.75 13 125
Ch 800-1000 sqm 56.25 971.99 54 674
Ch 1000-2000 sqm 281.25 981.24 2 75 974
Ch 2000-3000 sqm 279.90 990.49 2 77 238
Ch 3000-3600 sqm 174.38 999.76 1 74 333
Ch 800 - 3600 sqm 10575.00 24.78 2 62 049
Ch 800-1000 sqm 750.00 149.75 1 12 313
Ch 1000-2000 sqm 3750.00 149.95 5 62 313
Ch 2000-3000 sqm 3750.00 136.42 5 11 575
Ch 3000-3600 sqm 2325.00 150.36 3 49 587
Difference in cost of material 2.8x20000 56 000
Each 2 4000.00 8 000
Each 3 260.00 780
Each 15 130.00 1 950
10 2m Slab culvert 2 96 513
11 2m Slab culvert 2 96 513
33 15 180
12 different in cost of material
3.6x20000 72 000
13 Provision for Labour Welfare 0.3%
- 4 10 000 9 946
6 Providing laying and rolling of open grade premix carpet of 20 mm thickness
composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previously
ABSTRACT ESTIMATE
Reach
Providing laying, spreading and compacting stone aggregates of specific sizes to Water
bound macadam Grade III specification including spreading in uniform thickness, hand
packing, rolling with three wheel 80 100 KN static roller in stages to proper gra
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
THENI
1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,
shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut
earlier and disposal of unserviceable materials and stacking of serviceable material t
Sub total
8 Reinforced cement concrete M15 grade Kilometer stone
9 Reinforced cement concrete M15 grade Hecto meter stone
7 Providing and erecting direction and place identfication Board
2 Construction of embankment with approved material obtained from roadway cutting
with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirements with a lead up to 1000 m as per Technical
3 Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
4
5 Providing and applying tack coat with Bitumen emulsion (RS ) using emulsion
distributor at the rate of 0.275 kg / sqm on the prepared granular surface treated with
primer & cleaned With Hydraulic broom as per Technical Specification clause 503 and
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14 provision for future PWD shedule
of rate 10% 3 31 518
15 Contingencis and other unforeseen items 11 356
Total estimate amount Rs. 37 40 000
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[email protected] [email protected]
Rs
Rs
Mazdoor I Class
Mazdoor II Class
Rs. 123.00
Rs. 111.00
Mason I Class
Mason II Class
Rs. 190.00
Rs. 172.00
Carpenter I Class
Rs. 195.00
Rs. 175.00
Carpenter II Class Rs. 175.00
Rs
Cost of furnace oil Rs. 26.16
Fitter I Class
Cost of kerosine
Cost of diesel
Rs. 37.52
Rs. 40.00
Rs. 160.00Fitter II Class
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. 139.00
. 125.00
. 143.00
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1
1.00 SI. No. 62 SS20 B 31.60 m3
1.00 Add 100% For Earth work 31.60 m3
Rate per 1.00cum
2
Rate Per Amount Rate Amount
1.00 Cost of Sand 304.90 m3
304.90 308.20 308.20 311.50
1.00 Refilling with Sand 9.00 m3
9.00 9.00 9.00 9.00
Rate per 1.00cum 313.90 317.20
Rate Per Amount
1.00 Cost of Sand 314.80 m3
314.80
1.00 Refilling with Sand 9.00 m3
9.00
Rate per 1.00cum 323.80
KM 4/0
Km
Improvement of road from Cumbum To Surulipatty Road Km 0/8 3/6DISTRICT : THENI BLOCK : Cumbum
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be
directed except in hard rock requiring blasting but inclusive of shoring strutting and
requiring the sides of foundation.
Supplying and Filling foundation and basementwith filling sandin layers not more than
15cm . Thick well ramed, watered and compacted Complete complying with stanard
specification.
KM 1/0 Km 2/0
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3
Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal 599.20 m3 5392.80 604.80 5443.20 610.40
4.50 Cement mortar 1 : 4 1872.16 m3
8424.72 1876.72 8445.24 1881.28
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.00
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.00
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00
Rate per 10cum 17910.72 17981.64
Rate per 1.00cum 1791.07 1798.16
Rate Per Amount
9.00 40mm ISS HBG metal 616.00 m3
5544.00
4.50 Cement mortar 1 : 4 1885.84 m3
8486.281.80 Mason II class 195.00 Each 351.00
17.70 Mazdoor I category 123.00 Each 2177.10
14.10 Mazdoor II category 111.00 Each 1565.10
Rate per 10cum 18123.48
Rate per 1.00cum 1812.35
4
Rate Per Amount Rate Amount Rate
KM 4/0
Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering
wherever necessary and laid in layers of not more than 15cm thick., compacting etc.,
complete complying with standard specifications and as directed.
KKM 1/0 Km 2/0
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering
wherever necessary and laid in layers of not more than 15cm thick., compacting etc.,
complete complying with standard specifications and as directed.
KM 1/0 Km 2/0 K
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9.00 40mm ISS HBG metal 599.20 m3
5392.80 604.80 5443.20 610.40
4.50 Cement mortar 1 : 3 2394.58 m3
10775.61 2399.56 10798.02 2404.54
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.00
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.00
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00
Rate per 10cum 20261.61 20334.42Rate per 1.00cum 2026.16 2033.44
Rate Per Amount
9.00 40mm ISS HBG metal 616.00 m3
5544.00
4.50 Cement mortar 1 : 3 2409.52 m3
10842.84
1.80 Mason II class 195.00 Each 351.00
17.70 Mazdoor I category 123.00 Each 2177.10
14.10 Mazdoor II category 111.00 Each 1565.10
Rate per 10cum 20480.04
Rate per 1.00cum 2048.00
5
Rate Per Amount Rate Amount Rate
9.00 20mm ISS HBG metal 819.20 m3
7372.80 824.80 7423.20 830.40
4.50 Cement mortar 1 : 4 1872.16 m3
8424.72 1876.72 8445.24 1881.28
1.80 Mason II class 175.00 Each 315.00 175.00 315.00 175.00
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.00
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00
Rate per 10cum 19854.72 19925.64
KM 4/0
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering
wherever necessary and laid in layers of not more than 15cm thick., compacting etc.,
complete complying with standard specifications and as directed.
KM 1/0 Km 2/0 Km
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Rate per 1.00cum 1985.47 1992.56
Rate Per Amount Rate Amount Rate
9.00 20mm ISS HBG metal 836.00 m3
7524.00
4.50 Cement mortar 1 : 4 1885.84 m3
8486.28
1.80 Mason II class 175.00 Each 315.00
17.70 Mazdoor I category 123.00 Each 2177.10
14.10 Mazdoor II category 111.00 Each 1565.10
Rate per 10cum 20067.48
Rate per 1.00cum 2006.75
6
Rate Per Amount Rate Amount Rate
10.00 Rough stone for Masonry301.20 m
3
3012.00 306.80 3068.00 312.401.00 Bond stone 399.20 m3
399.20 404.80 404.80 410.40
3.40 Cement mortar 1 : 5 1558.71 m3
5299.61 1563.02 5314.27 1567.32
7.10 Mason I class 195.00 Each 1384.50 195.00 1384.50 195.0010.60 Mason II class 175.00 Each 1855.00 175.00 1855.00 175.0014.10 Mazdoor I category 123.00 Each 1734.30 123.00 1734.30 123.0014.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00
Rate per 10cum 15249.71 15325.97Rate per 1.00cum 1524.97 1532.60
Rate Per Amount
10.00 Rough stone for Masonry 318.00 m3
3180.00
1.00 Bond stone 416.00 m3
416.00
3.40 Cement mortar 1 : 5 1571.63 m3
5343.54
7.10 Mason I class 195.00 Each 1384.50
KM 4/0 Km 5/0 K
Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement usingNew Stones
including necessary provision for Bond stones with simultaneous flush pointing with the
same mortar above ground level complying with standard specifications.
KM 1/0 Km 2/0
KM 4/0
K
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10.60 Mason II class 175.00 Each 1855.0014.10 Mazdoor I category 123.00 Each 1734.30
14.10 Mazdoor II category 111.00 Each 1565.10
Rate per 10cum 15478.44
Rate per 1.00cum 1547.84
7
Rate Per Amount Rate Amount Rate
9.00 20mm ISS HBG metal 819.20 m3
7372.80 824.80 7423.20 830.40
4.50 Cost of Sand 304.90 m3
1372.05 308.20 1386.90 311.50
4.308 Cost of Cement 4353.50 MT 18754.88 4357.00 18769.96 4360.50
3.50 Mason II class 175.00 Each 612.50 175.00 612.50 175.00
21.20 Mazdoor I category 123.00 Each 2607.60 123.00 2607.60 123.00
35.30 Mazdoor II category 111.00 Each 3918.30 111.00 3918.30 111.00
10.00 Add for Vibration charges 24.20 m3
242.00 24.20 242.00 24.20
Rate for 10 m3
34880.13 34960.46
Rate per 1.00cum 3488.01 3496.05
Rate Per Amount
9.00 20mm ISS HBG metal 836.00 m3
7524.00
4.50 Cost of Sand 314.80 m3
1416.60
4.308 Cost of Cement 4364.00 MT 18800.11
3.50 Mason II class 175.00 Each 612.50
21.20 Mazdoor I category 123.00 Each 2607.60
KM 4/0
Km
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost
of Rein forcement and fabricating charges, centering and shuttering but including curing
and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper
without claiming extra as directed by the departmental officers complete complying with
standard specifications.
KM 1/0 Km 2/0
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35.30 Mazdoor II category 111.00 Each 3918.30
10.00 Add for Vibration charges 24.20 m3
242.00
Rate for 10 m3
35121.11
Rate per 1.00cum 3512.11
8
Rate Per Amount Rate Amount Rate
1.00 Cost of steel 37753.50 MT 37753.50 37757.00 37757.00 37760.50
10.00 Cost of binding wire 34.50 Kg 345.00 34.50 345.00 34.50
35 Fitter I Class for bendin 172.00 Each 6020.00 172.00 6020.00 172.00
Rate for 1.00 MT 44118.50 44122.00
Rate Per Amount
1.00 Cost of steel 37764.00 MT 37764.00
10.00 Cost of binding wire 34.50 Kg 345.00
35 Fitter I Class for bendin 172.00 Each 6020.00
Rate for 1.00 MT 44129.00
9
Rate Per Amount Rate Amount Rate
0.22 Cement Mortar 1:4 1872.16 m3
411.88 1876.72 412.88 1881.28
KM 4/0
KM 1/0 Km 2/0 K
Plastering with CM 1:4, 20mm thick.over the cement concrete for floor finish including
curing etc., complete complying with standard specifications and as directed by the
departmental officers.
KM 1/0 Km 2/0 K
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all
Reinforced Cement Concrete works as per the design given including cost of steel and
binding wire in all floors etc, Complete complying with stanard specification.(MS rod or
RTS bar will be supplied departmentally at section stores and cost will be recoverd at
issue rate). the binding wire shall supplied by the contactor.
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2.20 Mason I class 195.00 Each 429.00 195.00 429.00 1
0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 1
3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 1
Rate per 10sqm 1257.58 1258.58
Rate per 1.00sqm 125.76 125.86
Rate Per Amount Rate Amount Ra
0.22 Cement Mortar 1:4 1885.84 m3
414.88 0.00 0.00
2.20 Mason I class 195.00 Each 429.00 195.00 429.00 1
0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 1
3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 1
Rate per 10sqm 1260.58 845.70
Rate per 1.00sqm 126.06 84.57
10
Sub Data I
Cost of MS sheets & angles for each set
Weight of MS sheet B.G 10 Gauge size 90x60cm x 3.175 mm
3.75 x 7850/1000 = 24.924 kg/m2
24.924 Kg x 0.54 m2= 13.46 Kg.
Weight of MS angle size 25 x 25 x 3 mm
3.6 x 1.1 Kg/m = 4.00 Kg
13.46 Cost of MS sheets 90 x 60 cm, 10 Gauge 34.50 Kg
4.00 Cost of MS angle size 25 x 25 x 3 mm 34.50 Kg
KM 4/0 Km 5/0
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto
3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size
90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over
silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina
props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications andas directed by the departmental officers. Rate for 10m
2.for the following items.(RCC floor slab, roof
slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing
beam, Portico beam etc., ).
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LS Add for Cutting, Bending,welding charges etc., LS
Total for each set (A)
Sub Data II
19.00 Cost of MS sheets & angles (A) 629.05 Set
0.12 Cost of Silver Oak/ CW Joists 10 x 6.5 cm 97.00 m3
98.50 Casurina props 10 - 13 cm dia. 0.00 Rm
11.64
MAIN DATA FOR CENTERING - 10 M2
19.00 Cost of steel sheet & Angles ( D ) 298.80 1 use
0.12 2.33 1 use
98.50 Casurina props 10 - 13 cm dia. 0.00 1 use
3.80 Carpenter I class 190.00 Each
5.40 Mazdoor I category 123.00 Each
1.00 Fitter II Class. 160.00 Each
LS Add for wedges, coir, nails etc., LS
LS Add for periodical cleaning & painting of MS sheets
Total for 10 m2
Rate for 1 m2 186.37
Centering for Lintels & Beams per Sqm 186.37
Centering for Small projections (Sunshades, Lofts) per Sqm 223.64
Cost of silver Oak/ CW Joists 10 x 6.5 cm
Cost of steel sheet & Angles for 1 use = B/40 11951.95
Cost of MS sheet & Angles and silver Oaks, Joists & Casurina for 10 m2
Adopting 40 uses for steel sheets & angles, 5 uses for silver oak/ CW joists
and casurina props.
Cost of silver Oak/ CW Joists 10 x 6.5 cm & Casurina props for
1 use = C/ 5
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Centering for Roof Slabs per Sqm 186.37
Centering below Ground level 186.367 / 2 93.18
Centering sides 1863.67 - 2.328 / 10 186.13
11
3 420.00
3.0 / 7.8 no mm dia PVC Sh 60 each 23.076923.0 / 7.8 no 110 mm dia PVC b 75 each 28.85
3.0 / 7.8 9.31
2.00 nos PVC clamp 10 each 20.00
1.00 no Plumber I st class 169 No 169.00
LS Sundries for cement LS 1.77
Rate for 1m2 Rs 224.00 For 3m 672.00
12
Rate Per Amount Rate Amount Rate
11.00 Rough stone dry packing f 267.20 m3 2939.20 272.80 3000.80 278.40
3.50 Mason I class 195.00 Kg 682.50 195.00 682.50 195.00
10.6 Maz I class 123.00 Each 1303.80 123.00 1303.80 123.00
7 Maz II class 111.00 Each 777.00 111.00 777.00 111.00
Rate for 10 m3 4925.50 4987.10
Rate for 1 m3 492.55 498.71
Rate for 1 m2 113.23 114.65
Rate Per Amount
11.00 Rough stone dry packing f 284.00 m3 3124.00
3.50 Mason I class 195.00 Kg 682.50
10.6 Maz I class 123.00 Each 1303.80
Supplying and fixing in position best qulity PVC Rain water pipe having ISI
mark and providing leak proof joints inculding fixing to the wall with special
PVC / MS clamps etc
KM 4/0
Km
Rough stone dry packing for revertments including cost,conveyance of all materials etc complete
KM 1/0 Km 2/0
no
Rm
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7 Maz II class 111.00 Each 777.00
Rate for 10 m3 5110.30
Rate for 1 m3 511.03
Rate for 1 m2 117.48
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Sl.No. Length Bredth Depth Contents
Abutment 1 2 8.700 2.200 1.35 51.68
Wings 2 2 1.500 1.900 1.35 15.39
67.07
cum
Abutment 1 2 8.700 2.200 0.15 5.74
Wings 2 2 1.500 1.900 0.15 1.71
1 1 7.500 1.500 0.15 1.69
9.14
cum
Below sill
Abutment
Footing 1 1 2 8.700 1.900 0.40 13.22
Footing 2 1 2 8.300 1.600 0.40 10.62
Footing 3 1 2 7.900 1.300 0.40 8.22
Wings
Footing 1 2 2 1.650 1.900 0.40 5.02
Footing 2 2 2 1.800 1.600 0.40 4.61
Footing 3 2 2 1.950 1.300 0.40 4.06
Above Sill
Abutment
1 2 7.500 1.000 1.30 19.50
(1.3+.7)/2
Wings
3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using graded ISS size
HBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc;
complete as per relevant standard specifications clause 802,803,1202 &1203, for foundation
DETAILED ESTIMATE
Construction of slab culvert 2 m vent @ CH : 2400m
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Description Nos
1. Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock
requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all
labour, equipments and all incidential charges such as baling our water, providing and maintaining
necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,
stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation
backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant
standard specification clause 1140 for foundation of abutments, wings
2. Providing and laying Cement Concrete of grade M7.5Nominal Mix 1:4:8 using graded ISS sizeHBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc;
complete as per relevant standard specifications clause 802,803,1202 &1203, for foundation
Water way
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2 2 2.475 0.850 2.10 17.67
Parapet 1 2 3.400 0.450 0.45 1.38
84.30
1 2 7.500 0.210 3.15
sqm
1 1 7.500 2.600 0.210 4.10
1 2 7.500 0.700 0.200 2.10
Dirt wall 1 2 7.500 0.400 0.210 1.26
7.46
Deck slab as per steel schedule 0.60
Mt
Wings 1 2 3.000 6.700 1.500 60.30
4. Providing and fixing kraft paper full width of seating of deck slab and including cost and
conveyance to wotksite, labour for fixing the same in corect position and all other incidental charges
etc., complete as per standard specifications.
Deck slab
bed block
6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per
drawing and MORD technical specifications clause 1002,1010,&1202
7. Back filling behind Abutments and Wings with granular materials including cost and conveyance
to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content
to get the maximum density including watering, with all leads for water and all other incidental
charges etc., complete as per specifications for filling behind the abutments and wings
5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal
including cost and conveyance of all materials to site including cost ofcement at site including cost
of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete ,
working at depths , tools and plants including all other incidental charges etc., complete as per
relevant standard specifications,clause 800,1205.4, and 1205.5 for deck slab
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cum 60.30
1 2 3.400 0.450 3.06
sqm 3.06
Above Sill
Deck slab 1 1 7.500 1.500 11.25
Deck slab 1 2 2.600 0.210 1.09
Bed block 2 2 8.200 0.200 6.56
Dirt wall 2 2 7.900 0.210 6.64
Above Sill
Abutment
2 2 8.500 1.30 44.20Wings
2 4 3.325 2.10 55.86
Parapet 2 2 3.850 0.45 6.93
132.53
Below Sill
Abutment
Footing 2 2 10.600 0.40 16.96
Footing 2 2 9.900 0.40 15.84
Footing 2 2 9.200 0.40 14.72
Wings
Footing 1 2 4 1.650 0.40 5.28
Footing 2 2 4 1.800 0.40 5.76
Footing 3 2 4 1.950 0.40 6.24
64.80
9. Supplying, fixing and placing of centering for superstructure complete as per drawing and
MORD technical specifications clause 1002,1010,&1202
10. Supplying, fixing and placing of centering for superstructure complete as per drawing and
MORD technical specifications clause 1002,1010,&1202
8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of all materials to
siteincluding all other incidental charges etc; complete as per relevant standard specifications
Parapet top
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l. No. Unit Quantity Rate
cum 67.07 63.20
cum 9.14 1805.26
cum 84.30 2040.72
sqm 4.50 220.00
cum 7.46 3504.08
3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using grade
metal including cost and conveyance of all materials to site including cost of cement at sit
of formwork, soft water, labour charges for mixing, transporting, laying and curing conc
depths , tools and plants and including all other incidental charges etc; complete as per r
specifications clause 802,803,1202 &1203, for foundation
4. Providing and fixing kraft paper full width of seating of deck slab and including cost a
wotksite, labour for fixing the same in corect position and all other incidental charges etc.,
standard specifications.
5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded met
and conveyance of all materials to site including cost ofcement at site including cost of
water, labour charges for mixing, transporting, laying and curing concrete , working at d
plants including all other incidental charges etc., complete as per relevant standard spe800,1205.4, and 1205.5 for deck slab
1. Earthwork excavation in all classes of soil except soft rock not requiring blasting
requiring blasting and depositing on bank with all leads and lifts as per SS20B, including c
equipments and all incidential charges such as baling our water, providing and maint
cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, st
other deleterious matter and obstructions, trimming bottom of excavation backfilling, and
and disposal of all surplus materials etc., complete as per relevant standard specification
foundation of abutments, wings
2. Providing and laying Cement Concrete of grade M7.5 Nominal Mix 1:4:8 using grad
metal including cost and conveyance of all materials to site including cost of cement at sit
of formwork, soft water, labour charges for mixing, transporting, laying and curing conc
depths , tools and plants and including all other incidental charges etc; complete as per r
specifications clause 802,803,1202 &1203, for foundation
COST ESTIMATE
Construction of slab culvert 2 m vent @ CH : 2400m
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Description
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Mt 0.60 44125.50
cum 60.30 147.63
sqm 3.06 125.96
sqm 128.72 223.64
sqm 64.80 186.13
9. Supplying, fixing and placing of centering for superstructure complete as per draw
technical specifications clause 1002,1010,&1202
10. Supplying, fixing and placing of centering for superstructure complete as per draw
technical specifications clause 1002,1010,&1202
Total
6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as
MORD technical specifications clause 1002,1010,&1202
7. Back filling behind Abutments and Wings with granular materials including cost an
worksite, laying, handling charges and filling in layers, tamping under optimum moistu
the maximum density including watering, with all leads for water and all other inciden
complete as per specifications for filling behind the abutments and wings
8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of
siteincluding all other incidental charges etc; complete as per relevant standard specificati
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Amount
4239
16500
172033
990
26140
d ISS size HBG
e including cost
ete , working at
levant standard
d conveyance to
complete as per
al including cost
formwork, soft
epths , tools and
ifications,clause
and hard rock
ost of all labour,
ining necessary
mps, grubs and
clearing the site
clause 1140 for
d ISS size HBG
e including cost
ete , working at
levant standard
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26475
8902
385
28787
12061
296513
ing and MORD
ing and MORD
er drawing and
conveyance to
e content to get
tal charges etc.,
all materials to
ons
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Sl.No. Length Bredth Depth Contents
Abutment 1 2 8.700 2.200 1.35 51.68
Wings 2 2 1.500 1.900 1.35 15.39
67.07
cum
Abutment 1 2 8.700 2.200 0.15 5.74
Wings 2 2 1.500 1.900 0.15 1.71
1 1 7.500 1.500 0.15 1.69
9.14
cum
Below sill
Abutment
Footing 1 1 2 8.700 1.900 0.40 13.22
Footing 2 1 2 8.300 1.600 0.40 10.62
Footing 3 1 2 7.900 1.300 0.40 8.22
Wings
Footing 1 2 2 1.650 1.900 0.40 5.02
Footing 2 2 2 1.800 1.600 0.40 4.61
Footing 3 2 2 1.950 1.300 0.40 4.06
Above Sill
Abutment
1 2 7.500 1.000 1.30 19.50
(1.3+.7)/2
Wings
3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using graded ISS size
HBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc;
complete as per relevant standard specifications clause 802,803,1202 &1203, for foundation
DETAILED ESTIMATE
Construction of slab culvert 2 m vent @ CH : 2950m
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Description Nos
1. Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock
requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all
labour, equipments and all incidential charges such as baling our water, providing and maintaining
necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,
stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation
backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant
standard specification clause 1140 for foundation of abutments, wings
2. Providing and laying Cement Concrete of grade M7.5Nominal Mix 1:4:8 using graded ISS sizeHBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc;
complete as per relevant standard specifications clause 802,803,1202 &1203, for foundation
Water way
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2 2 2.475 0.850 2.10 17.67
Parapet 1 2 3.400 0.450 0.45 1.38
84.30
1 2 7.500 0.210 3.15
sqm
1 1 7.500 2.600 0.210 4.10
1 2 7.500 0.700 0.200 2.10
Dirt wall 1 2 7.500 0.400 0.210 1.26
7.46
Deck slab as per steel schedule 0.60
Mt
Wings 1 2 3.000 6.700 1.500 60.30
cum 60.30
1 2 3.400 0.450 3.06
sqm 3.06
4. Providing and fixing kraft paper full width of seating of deck slab and including cost and
conveyance to wotksite, labour for fixing the same in corect position and all other incidental charges
etc., complete as per standard specifications.
9. Supplying, fixing and placing of centering for superstructure complete as per drawing and
Deck slab
bed block
6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per
drawing and MORD technical specifications clause 1002,1010,&1202
7. Back filling behind Abutments and Wings with granular materials including cost and conveyance
to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content
to get the maximum density including watering, with all leads for water and all other incidental
charges etc., complete as per specifications for filling behind the abutments and wings
8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of all materials to
siteincluding all other incidental charges etc; complete as per relevant standard specifications
Parapet top
5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal
including cost and conveyance of all materials to site including cost ofcement at site including cost
of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete ,
working at depths , tools and plants including all other incidental charges etc., complete as per
relevant standard specifications,clause 800,1205.4, and 1205.5 for deck slab
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Above Sill
Deck slab 1 1 7.500 1.500 11.25
Deck slab 1 2 2.600 0.210 1.09
Bed block 2 2 8.200 0.200 6.56
Dirt wall 2 2 7.900 0.210 6.64
Above Sill
Abutment
2 2 8.500 1.30 44.20
Wings
2 4 3.325 2.10 55.86
Parapet 2 2 3.850 0.45 6.93
132.53
Below Sill
Abutment
Footing 2 2 10.600 0.40 16.96
Footing 2 2 9.900 0.40 15.84
Footing 2 2 9.200 0.40 14.72
Wings
Footing 1 2 4 1.650 0.40 5.28
Footing 2 2 4 1.800 0.40 5.76
Footing 3 2 4 1.950 0.40 6.24
64.80
MORD technical specifications clause 1002,1010,&1202
10. Supplying, fixing and placing of centering for superstructure complete as per drawing and
MORD technical specifications clause 1002,1010,&1202
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l. No. Unit Quantity Rate Amount
cum 67.07 63.20 4239
cum 9.14 1805.26 16500
cum 84.30 2040.72 172033
sqm 4.50 220.00 990
cum 7.46 3504.08 26140
3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using graded ISS size
HBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc; complete
as per relevant standard specifications clause 802,803,1202 &1203, for foundation
4. Providing and fixing kraft paper full width of seating of deck slab and including cost and
conveyance to wotksite, labour for fixing the same in corect position and all other incidental charges
etc., complete as per standard specifications.
5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal including
cost and conveyance of all materials to site including cost ofcement at site including cost of
formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working
at depths , tools and plants including all other incidental charges etc., complete as per relevant
standard specifications,clause 800,1205.4, and 1205.5 for deck slab
1. Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock
requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all
labour, equipments and all incidential charges such as baling our water, providing and maintaining
necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation
backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant
standard specification clause 1140 for foundation of abutments, wings
2. Providing and laying Cement Concrete of grade M7.5 Nominal Mix 1:4:8 using graded ISS size
HBG metal including cost and conveyance of all materials to site including cost of cement at site
including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing
concrete , working at depths , tools and plants and including all other incidental charges etc; complete
as per relevant standard specifications clause 802,803,1202 &1203, for foundation
COST ESTIMATE
Construction of slab culvert 2 m vent @ CH : 2950m
Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6
Description
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Mt 0.60 44125.50 26475
cum 60.30 147.63 8902
sqm 3.06 125.96 385
sqm 128.72 223.64 28787
sqm 64.80 186.13 12061
296513
9. Supplying, fixing and placing of centering for superstructure complete as per drawing and MORD
technical specifications clause 1002,1010,&1202
10. Supplying, fixing and placing of centering for superstructure complete as per drawing and MORD
technical specifications clause 1002,1010,&1202
Total
6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing
and MORD technical specifications clause 1002,1010,&1202
7. Back filling behind Abutments and Wings with granular materials including cost and conveyance
to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content
to get the maximum density including watering, with all leads for water and all other incidental
charges etc., complete as per specifications for filling behind the abutments and wings
8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of all materials to
siteincluding all other incidental charges etc; complete as per relevant standard specifications