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Estimate Amount 4540000 LAKHS
Package No :
District : D 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 -4/4 250 100 75 75 0 0 75 75
TACK COAT RS-1:
PREMIX CARPET:
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.
NABARD SCHEME 2010 - 2011(Ministry of Rural Development, Govt. of India)
Block : CUMBUM
Improvement of road from Surulipatty to Kalliraichel Road 4000m
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)
Proposed Pavement Thickness
(in mm) Total
Thicknessproposed
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.
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
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GEOMETRIC:
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.
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 : 4400 m
HORIZONTAL CURVES:
VERTICAL CURVES:
Road way width for CD Stru
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.
Minimum required land remains width 9m but in some places it
is found less, due to encroachments by adjacent land owners
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
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CROSS DRAINAGE WORKS:
1690
2000
3050
3230
4000
4200
ROAD PROTECTIVE WORKS:
Km Length(m)
Height(m)
1 L 60.00 1.20
1 L 100.00 1.80
LUMP SUM PROVISIONS:
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 Type
Good
25m causeway Damaged
Single span of 6 m RCC slab
culvert
DamagedSingle span of 3 m RCC slab
culvert
Good
3Row pipe culvert Good
3 Row pipe culvert
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 2010 - 2011
3 Row pipe culvert
Provision for Name board, Sign board, KM Stone, HM Stone and guide stones and Information board.
Preparation for DPR Preperation Charges
Provision for Labour Welfare fund @ 0.3%
3Row pipe culvert DamagedSingle span of 3 m RCC slab
culvert
3Row pipe culvert
Provision for Contingencies.
Protective works were proposed wherever necessary in this road as tabulated below.
Ch 610-670
Ch 900-1000
Lump sum provisions are made for the following items of works
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1 Name of work :
Improvement of road from
Surulipatty to Kalliraichel Road4000m
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 : 4000m
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
8 Revised 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 working drawing
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
5
Whether 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
2Are 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
Whether the earth quarry is approvedwith reference to availability and
suitability? Whether provision is made
for extra lead and lift for earth work?
: Not Applicable
5
Whether horizontal alignment is designed
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% extra
collection 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 ratesincluding 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
Whether formation rate is inclusive of
compaction allowances and wateringcomplete if so it bases on field tests?
: 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
3 Provision for Cross Drainage Works No
4
Provision for Name Board, Guide Stone,
Km stones, Improvements to Geometrics
and Approach etc.,
Yes
5 Provision for Quality Control and Testing Does not Arise
V. RATES
VI. OTHER ITEMS
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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 site inspection and
are correct.
Yes
2
Certified that the provisions made under
L.S are adequate and donot warrant
revision
Yes
1 Estimate Amount 4540000
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 AMOUNT RS:
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 wheel
track and undulations in this road hence it isvery inconveniet for public. It is necessary to
improvements this road for the use of public to
a length of 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
Improvement of road from Surulipatty to Kalliraichel Road 4000m
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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7) Difference in cost of Materials etc.,
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 sanctioned
estimate and higher authorities instructions.,
Provisions for Weep hole pipes and Filter
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Reach Name of
Quarry
Kind of metal Lead in KM Cost of
material
Conveyance
Charges
Stacking
charges
Storagge
charges
Total
Cement 5 4350.00 17.50 - 4367.50
Steel upto 16mm dia 5 37750.00 17.50 - 37767.50
Steel above upto 16 mm dia 5 37750.00 17.50 - 37767.50
Sand for mortar 46 110.00 204.80 0.00 314.80
Sand for filling 46 110.00 204.80 0.00 314.80
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 3.15 762.356 mm ISS 7 360.00 39.20 3.15 402.35
Rough Stone[M] 7 262.00 39.20 0.00 301.20
Rough 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
DISTRICT : THENI BLOCK : CUMBUM
Improvement of road from Surulipatty to Kalliraichel Road 4000m
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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 3.05 115.25
Bitumen(80/100) 1 41230.35 0.00 - 41230.35
Bitumen (60/70) 1 35600.00 0.00 - 35600.00
Site Gravel 6 97.00 33.60 3.05 133.65
WBM Gr II metal 7 399 39.20 3.15 441.18
WBM Gr III metal 7 540.3 39.20 3.15 582.65
26.4mm IRC 7 550.00 39.20 3.15 592.3511.2 mm IRC 7 503.00 39.20 3.15 545.35
2.8&2.36mm IRC 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 36100.00 0 - 36100.00
Reach Name of
Quarry
Kind of metal Lead in KM Cost of
material
Conveyance
Charges
Stacking
charges
Storagge
charges
Total
Cement 6 4350.00 21.00 - 4371.00
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 dia 6 37750.00 21.00 - 37771.00
Steel above upto 16 mm dia 6 37750.00 21.00 - 37771.00
Sand for mortar 47 110.00 208.10 0.00 318.10
Sand for filling 47 110.00 208.10 0.00 318.10
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
Rough Stone[M] 8 262.00 44.80 0.00 306.80
Rough 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 3.05 120.85
Bitumen(80/100) 1 41230.35 0 - 41230.35
Bitumen (60/70) 1 35600.00 0 - 35600.00Site Gravel 7 97.00 39.20 3.05 139.25
WBM Gr II metal 8 399 44.80 3.15 446.78
WBM Gr III metal 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
2.8&2.36mm IRC 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 3.15 120.95
Bitumen (60/70) 1 36100.00 0 - 36100.00
Reach Name of
Quarry
Kind of metal Lead in KM Cost of
material
Conveyance
Charges
Stacking
charges
Storagge
charges
Total
Cement 7 4350.00 24.50 - 4374.50
Steel upto 16mm dia 7 37750.00 24.50 - 37774.50
Steel above upto 16 mm dia 7 37750.00 24.50 - 37774.50
Sand for mortar 48 110.00 211.40 0.00 321.40
Sand for filling 48 110.00 211.40 0.00 321.40
40 mm ISS 9 560.00 50.40 0.00 610.40
25 mm ISS 9 480.00 50.40 0.00 530.40
20 mm ISS 9 780.00 50.40 0.00 830.40
KM- 2/0 - 3/0
6.00 mm IRC
5.60 mm IRC
4.75 mm IRC&Below
Quarry Dust
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12 mm ISS 9 720.00 50.40 3.15 773.55
6 mm ISS 9 360.00 50.40 3.15 413.55
Rough Stone[M] 9 262.00 50.40 0.00 312.40
Rough 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 3.05 126.45
Bitumen(80/100) 1 41230.35 0 - 41230.35
Bitumen (60/70) 1 35600.00 0 - 35600.00
Site Gravel 8 97.00 44.80 3.05 144.85
WBM Gr II metal 9 399 50.40 3.15 452.38
WBM Gr III metal 9 540.3 50.40 3.15 593.85
4.75 mm IRC&Below
6.00 mm IRC
5.60 mm IRC
Quarry Dust
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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
2.8&2.36mm IRC 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 3.15 126.55
Bitumen (60/70) 1 36100.00 0 - 36100.00
Reach Name of
Quarry
Kind of metal Lead in KM Cost of
material
Conveyance
Charges
Stacking
charges
Storagge
charges
Total
Cement 8 4350.00 28.00 - 4378.00
Steel upto 16mm dia 8 37750.00 28.00 - 37778.00
Steel above upto 16 mm dia 8 37750.00 28.00 - 37778.00
Sand for mortar 49 110.00 214.70 0.00 324.70
Sand for filling 49 110.00 214.70 0.00 324.70
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
Rough Stone[M] 10 262.00 56.00 0.00 318.00
Rough 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 -4/0
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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 3.05 132.05
Bitumen(80/100) 1 41230.35 - 41230.35
Bitumen (60/70) 1 35600.00 0 - 35600.00
Site Gravel 9 97.00 50.40 3.05 150.45
WBM Gr II metal 10 399 56.00 3.15 457.98
Quarry Dust
6.00 mm IRC
5.60 mm IRC
4.75 mm IRC&Below
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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
37.29
74.57 76.90
38.45
273
383844.823728.62
26633.00
0.00 0.00
27463.0026633.00
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
.55
.28
.00
.60
re.
.00
00
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Sl.No. Quantity Rate p
1 m2
2 m3
3
Rate Per Amount Rate Amount Rate
1 Cost of Gravel 133.65 m3 133.65 139.25 139.25 144.8
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 Rate Amount Rate
1 Cost of Gravel 150.45 m3
150.45 105.65 105.65 105.6
1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.78 2.
KM4/0 Km 5/0
KM 1/0 Km 2/0
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 & fuel charges 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 including removal and disposal of top organic soil
not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earthwork excavating & depositing on bank with initial 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.
Description of work
Improvement of road from Surulipatty to Kalliraichel Road 4 mTHENIDISTRICT :
Road Data
BLOCK : CUMBUM
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Rate for 1 m3 153.23 108.43
5
Rate Per Amount Rate Amount Rat
1.00 Cost of 63 - 11.2 mm IRC HBG metal 582.65 m3 582.65 588.25 588.25 593
0.24 Cost of Gravel 133.65 m3 32.08 139.25 33.42 144
10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114
Rate for 10 m2 728.99 735.93
Rate for 1 m3 971.99 981.24
Rate Per Amount Rate Amount
1.00 Cost of 63 - 11.2 mm IRC HBG metal 599.45 m3 599.45 604.15 604.15 608
0.24 Cost of Gravel 150.45 m3 36.11 105.65 25.36 105
10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114
Rate for 10 m2 749.82 743.77
Rate for 1 m3 999.76 991.69
6
Rate Per Amount
Providing and layingtack 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 Km 5/0
KM 1/0 Km 2/0
Provi ing an aying 75mm compacte t ic WBM Gr.IIIusing 1 cum o 63mm to 11.2mm IRC HBG meta an 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 charges etc., complete for top layer.
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4.00 Cost of Bitumen Emulsion 42209.00 MT 168.84
10.00 Labour & Hire charges 77.80 10m2 77.80
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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 140.64 786.95 141.65 792.5
0.09 Cost of 11.2 mm IRC metal 545.35 m3 49.08 550.95 49.59 556.5
0.09 Cost of 6.7 mm IRC metal 416.35 m3 37.47 421.95 37.98 427.5
24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 1006.0235600.0
10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48 258.48 258.48 258.4
1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81 58.13 5.81 58.1
Rate for 10 m2 1497.50 1499.53
Rate for 1 m2 149.75 149.95
Rate Per Amount Rate Amount
0.18 Cost of 13.2 mm IRC metal 798.15 m3 143.67 802.85 144.51 807.5
0.09 Cost of 11.2 mm IRC metal 562.15 m3 50.59 566.85 51.02 571.5
KM4/0 Km 5/0
KM 1/0 Km 2/0
Providing and layingopen 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 type Aover 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.
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0.09 Cost of 6.7 mm IRC metal 433.15 m3 38.98 437.85 39.41 442.55
24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 1006.0235600.00
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 1503.55 1505.25
Rate for 1 m2 150.36 150.53
1 M2
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 1
Technical Specification Clause 301.4.
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DISTRICT : THENI
Sl.No Description Nos Length Breadth Depth Quantity Unit
1
Ch 0-1000 2 1000.00 1.000 2000.00
Ch 1000-2000 2 1000.00 1.000 2000.00
Ch 2000-3000 2 1000.00 1.000 2000.00
` Ch 3000-4000 2 1000.00 1.000 2000.00
8000.00
-3200.00
4800.00 sqm
2
Ch 0-1000 2 1000.00 1.000 0.200 400.00 cum
Ch 1000-2000 2 1000.00 1.000 0.200 400.00 cum
Ch 2000-3000 2 1000.00 1.000 0.300 600.00 cum
Ch 3000-4000 2 1000.00 1.000 0.200 400.00 cum
1800.00
3
Ch 0-1000 1 1000.00 3.750 3750.00sqm
Ch 1000-2000 1 1000.00 3.750 3750.00sqm
Ch 2000-3000 1 1000.00 3.750 3750.00sqm
` Ch 3000-4000 1 1000.00 3.750 3750.00sqm
15000.00 sqm
5000.00
5
Ch 0-1000 1 1000.00 3.750 0.075 281.25 Cum
281.25 Cum
Ch 1000-2000 1 1000.00 3.750 0.075 281.25 Cum
Deduct 6m slabCulvert Ch2000 m -1 7.40 3.750 0.075 -2.08 Cum
279.17 Cum
Ch 2000-3000 1 1000.00 3.750 0.075 281.25 Cum
281.25 Cum
Ch 3000 -4000 1 1000.00 3.750 0.075 281.25 Cum
Ch 3800 -4000 1 200.00 3.750 0.075 56.25
337.50 Cum
6
Ch 0-1000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm
BLOCK : CUMBUM
Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam
IIIspecification including spreading in uniform thickness, hand packing, rolling with three wheel 80
100 KN static roller in stages to proper grade and cam
Providing and applying tack coat with Bitumen emulsion (RS1) 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
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
DETAILED ESTIMATEImprovement of road from Surulipatty to Kalliraichel Road 4000m
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
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3750.00 Sqm
Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
Ch 3000 -4000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
15000.00 Sqm
7
Ch 0-1000 1 700.00 3.750 2625.00 Sqm
2625.00 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 -4000 1 1000.00 3.750 3750.00 Sqm
3750.00 Sqm
8
No. of Village - 2 No. 1 2 2 Nos.
8 4
9 16 Nos.
10
11 Provision for Labour Welfare 0.3% #
12 Contingencis and other unforeseen items L.S
Construction of Retaining wall/ CD works (As per sub estimate)
Providing laying and rolling ofopengrade 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 Coaton a previously prepared base
Providing and erecting direction and place identfication Board
Reinforced cement concrete M15 grade Kilometer stoneof standard design
Reinforced cement concrete M15 grade Hecto meter stoneof standard design
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DISTRICT : BLOCK : CUMBUM
Sl.No unit Quantity Rate Amount
Ch 0-4000 sqm 4800.00 1.55 7 440
Ch 0-4000 cum 1800.00 30.60 55 080
Ch 0-4000 sqm 5000.00 3.75 18 750
Ch 300-1000 sqm 281.25 971.99 2 73 372
Ch 1000-2000 sqm 279.17 981.24 2 73 932
Ch 2000-3000 sqm 281.25 990.49 2 78 575
Ch 3000-4000 sqm 337.50 999.76 3 37 419
Ch 0-4000 sqm 15000.00 24.78 3 71 700
Ch 300-1000 sqm2625.00 149.75 3 93 094
Ch 1000-2000 sqm 3750.00 149.95 5 62 313
Ch 2000-3000 sqm 3750.00 136.42 5 11 575
Ch 3000-4000 sqm 3750.00 150.36
5 63 850
Each 2 4000.00 8 000
Each 4 260.00 1 040
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 Specification
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
Providing laying and rolling ofopengrade 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 wearing course on a previously prepared
9 Reinforced cement concrete M15 grade Hecto meter stone
Reinforced cement concrete M15 grade Kilometer stone
6
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
5 Providing and applying tack coat with Bitumen emulsion (RS ) using emulsion distributor at the rate
of0.275 kg / sqm on the prepared granular surface treated with primer & cleaned With Hydraulicbroom as per Technical Specification clause 503 and as dire
2
3 Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
4
Improvement of road from Surulipatty to Kalliraichel Road 4000m
THENI
7 Providing and erecting direction and place identfication Board
8
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Each 18 130.00 2 340
80 000
10 Construction of 20m causeway - 4 80 000 1 49 552
11 Construction of 20m causeway 1 50 663
40 38 694
Provision for diferance in cost of
material 4x20000 80 000
13 Provision for Labour Welfare 0.3% 12 116
Provision for future PWD shedule of
rate @10% 4 03 869
14 Contingencis and other unforeseen items 5 321
Total estimate amount Rs. 45 40 000
Difference in cost of material 4x20000
Sub total
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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. 28.00
Fitter I Class
Cost of kerosine
Cost of diesel
Rs. 37.52
Rs. 40.00
Rs. 160.00Fitter II Class
mailto:[email protected]:[email protected]:[email protected]:[email protected]8/13/2019 Copy of Kalliraichel Road
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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 314.80 m3
314.80 318.10 318.10 321.40
1.00 Refilling with Sand 9.00 m3
9.00 9.00 9.00 9.00
Rate per 1.00cum 323.80 327.10
Rate Per Amount Rate Amount
1.00 Cost of Sand 324.70 m3
324.70 328.00 328.00 331.30
1.00 Refilling with Sand 9.00 m3
9.00 9.00 9.00 9.00
Rate per 1.00cum 333.70 337.00
3
Cement Mortar 1 : 1.5
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may bedirected 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 than15cm . Thick well ramed, watered and compacted Complete complying with stanard
specification.
KM 1/0 Km 2/0
KM 4/0 Km 5/0 Km
II. Mortars
Km
Improvement of road from Surulipatty to Kalliraichel Road 4 mDISTRICT : THENI BLOCK : CUMBUM
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Rate Per Amount Rate Amount Rate
0.96 Cement 4367.50 M.T 4192.80 4371.00 4196.16 4374
1.00 Sand 314.80 m3
314.80 318.10 318.10 32
Rate per 1.00cum 4507.60 4514.26
Rate Per Amount Rate Amount Rate
0.96 Cement 4378.00 M.T 4202.88 4381.50 4206.24 4385
1.00 Sand 324.70 m3
324.70 328.00 328.00 33
Rate per 1.00cum 4527.58 4534.24
Cement Mortar 1 : 2
Rate Per Amount Rate Amount Rate
0.72 Cement 4367.50 M.T 3144.60 4371.00 3147.12 4374
1.00 Sand 314.80 m3
314.80 318.10 318.10 32
Rate per 1.00cum 3459.40 3465.22
Rate Per Amount Rate Amount Rate
0.72 Cement 4378.00 M.T 3152.16 4381.50 3154.68 4385
1.00 Sand 324.70 m3
324.70 328.00 328.00 33
Rate per 1.00cum 3476.86 3482.68
Cement Mortar 1 : 3
Rate Per Amount Rate Amount Rate
0.48 Cement 4367.50 M.T 2096.40 4371.00 2098.08 4374
1.00 Sand 314.80 m3
314.80 318.10 318.10 32
Rate per 1.00cum 2411.20 2416.18
KM 1/0 Km 2/0
KM 4/0 Km 5/0
KM 1/0 Km 2/0
KM 4/0 Km 5/0
KM 4/0 Km 5/0
KM 1/0 Km 2/0
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Rate Per Amount Rate Amount Rat
0.48 Cement 4378.00 M.T 2101.44 4381.50 2103.12 438
1.00 Sand 324.70 m3
324.70 328.00 328.00 33
Rate per 1.00cum 2426.14 2431.12
Cement Mortar 1 : 4
Rate Per Amount Rate Amount Rat
0.36 Cement 4367.50 M.T 1572.30 4371.00 1573.56 437
1.00 Sand 314.80 m3
314.80 318.10 318.10 32
Rate per 1.00cum 1887.10 1891.66
KM 1/0 Km 2/0
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Rate Per Amount Rate Amount Rate
0.36 Cement 4378.00 M.T 1576.08 4381.50 1577.34 4385.0
1.00 Sand 324.70 m3
324.70 328.00 328.00 331.3
Rate per 1.00cum 1900.78 1905.34
Cement Mortar 1 :5
Rate Per Amount Rate Amount Rate
0.288 Cement 4367.50 M.T 1257.84 4371.00 1258.85 4374.5
1.00 Sand 314.80 m3
314.80 318.10 318.10 321.4
Rate per 1.00cum 1572.64 1576.95
Rate Per Amount Rate Amount Rate
0.288 Cement 4378.00 M.T 1260.86 4381.50 1261.87 4385.0
1.00 Sand 324.70 m3
324.70 328.00 328.00 331.3
Rate per 1.00cum 1585.56 1589.87
3
Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal 599.20 m3
5392.80 604.80 5443.20 610.4
4.50 Cement mortar 1 : 4 1887.10 m3
8491.95 1891.66 8512.47 1896.2
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.0
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.0
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.0
Rate per 10cum 17977.95 18048.87Rate per 1.00cum 1797.80 1804.89
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including wateringwherever 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 1/0 Km 2/0
KM 4/0 Km 5/0
KM 4/0 Km 5/0
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Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal 616.00 m3
5544.00 620.70 5586.30 625.4
4.50 Cement mortar 1 : 4 1900.78 m3
8553.51 1905.34 8574.03 1909.90
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.0
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.0
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.0
Rate per 10cum 18190.71 18253.53
Rate per 1.00cum 1819.07 1825.35
4
Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal599.20 m
3
5392.80 604.80 5443.20 610.44.50 Cement mortar 1 : 3 2411.20 m
310850.40 2416.18 10872.81 2421.16
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.0
17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.0
14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.0
Rate per 10cum 20336.40 20409.21
Rate per 1.00cum 2033.64 2040.92
Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal 616.00 m3
5544.00 620.70 5586.30 625.4
4.50 Cement mortar 1 : 3 2426.14 m3
10917.63 2431.12 10940.04 2436.10
1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.0
KM 4/0 Km 5/0
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.
KM 1/0 Km 2/0
KM 4/0 Km 5/0
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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 20554.83 20619.54
Rate per 1.00cum 2055.48 2061.95
5
Rate Per Amount Rate Amount Rate
9.00 40mm ISS HBG metal 819.20 m3
7372.80 604.80 5443.20 830.40
4.50 Cement mortar 1 :2 3459.40 m3
15567.30 3465.22 15593.49 1896.22
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 26997.30 25093.89
Rate per 1.00cum 2699.73 2509.39
Rate Per Amount Rate Amount Rate
9.00 20mm ISS HBG metal 836.00 m3
7524.00 840.70 7566.30 845.40
4.50 Cement mortar 1 : 4 1900.78 m3
8553.51 1905.34 8574.03 1909.90
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 20134.71 20197.53
Rate per 1.00cum 2013.47 2019.75
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 K
KM 4/0 Km 5/0 K
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6
Rate Per Amount Rate Amount Rate
10.00 Rough stone for Masonry 301.20 m3
3012.00 306.80 3068.00 312.40
1.00 Bond stone 399.20 m3
399.20 404.80 404.80 410.40
3.40 Cement mortar 1 : 5 1572.64 m3
5346.98 1576.95 5361.63 1581.26
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 15297.08 15373.33Rate per 1.00cum 1529.71 1537.33
Rate Per Amount Rate Amount Rate
10.00 Rough stone for Masonry 318.00 m3
3180.00 322.70 3227.00 327.40
1.00 Bond stone 416.00 m3
416.00 420.70 420.70 425.40
3.40 Cement mortar 1 : 5 1585.56 m3
5390.90 1589.87 5405.56 1594.18
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 15525.80 15592.16Rate per 1.00cum 1552.58 1559.22
7
Rate Per Amount Rate Amount Rate
Km 5/0 K
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
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
Km 2/0 K
KM 4/0
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9.00 20mm ISS HBG metal 819.20 m3
7372.80 824.80 7423.20 830.40
4.50 Cost of Sand 314.80 m3
1416.60 318.10 1431.45 321.40
4.308 Cost of Cement 4367.50 MT 18815.19 4371.00 18830.27 4374.50
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 3918.30 111.0010.00 Add for Vibration charges 24.20 m
3242.00 24.20 242.00 24.20
Rate for 10 m3
34984.99 35065.32
Rate per 1.00cum 3498.50 3506.53
Rate Per Amount Rate Amount Rate
9.00 20mm ISS HBG metal 836.00 m3
7524.00 840.70 7566.30 845.40
4.50 Cost of Sand 324.70 m3
1461.15 328.00 1476.00 331.30
4.308 Cost of Cement 4378.00 MT 18860.42 4381.50 18875.50 4385.00
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
35225.97 35298.20
Rate per 1.00cum 3522.60 3529.82
8
Rate Per Amount Rate Amount Rate
KM 4/0 Km 5/0 K
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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1.00 Cost of steel 37767.50 MT 37767.50 37771.00 37771.00 37774.50
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 44132.50 44136.00
Rate Per Amount Rate Amount Rate
1.00 Cost of steel 37778.00 MT 37778.00 37781.50 37781.50 37785.00
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 44143.00 44146.50
9
Rate Per Amount Rate Amount Rate
0.22 Cement Mortar 1:4 3459.40 m3
761.07 3465.22 762.35 1896.22
2.20 Mason I class 195.00 Each 429.00 195.00 429.00 195.00
0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 123.00
3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 111.00
Rate per 10sqm 1606.77 1608.05
Rate per 1.00sqm 160.68 160.81
Rate Per Amount Rate Amount Rate
0.22 Cement Mortar 1:4 1900.78 m3
418.17 1905.34 419.17 1909.90
2.20 Mason I class 195.00 Each 429.00 195.00 429.00 195.00
0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 123.00
3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 111.00
Rate per 10sqm 1263.87 1264.87
KM 4/0 Km 5/0 K
Km 5/0 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 4/0
KM 1/0 Km 2/0 K
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Rate per 1.00sqm 126.39 126.49
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
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
11.64Cost of silver Oak/ CW Joists 10 x 6.5 cm & Casurina props for1 use = C/ 5
Adopting 40 uses for steel sheets & angles, 5 uses for silver oak/ CW joists
and casurina props.
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
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 and
as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof
slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landingbeam, Portico beam etc., ).
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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
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 3m672.00
no
Rm
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
Cost of silver Oak/ CW Joists 10 x 6.5 cm
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Sl.No Description of item Length width(m) Depth ( Unit Quantity
1 2 3 4 5 6 7 8
1
Earth work excavationfor foundation of structures
up to 3m depth as per drawing and technical
specification clause 1140 including setting
out,construction of shoring and bracing ,removal of
stumps and other deleterious matter, dressing ofsides and botto
Body wall 1 2 20.00 0.90 0.60 Cum 21.60
End wall 1 1 6.75 0.75 0.30 Cum 1.52
Total Cum 23.12
2
Providing and laying concrete for plainWith 40 mm
metal concrete (cc 1:3:6) in open foundation
complete as per drawings and MORD technical
specification clauses 802,803,1202 &1203
Below sill
Body wall Footing 1 2 20.00 0.90 0.50 Cum 18.00
End wallFooting 1 1 6.75 0.75 0.30 Cum 1.52
Total Cum 19.52
3
Providing and laying concrete for plainWith 40 mm
metal concrete (cc 1:2:4) in open foundationcomplete as per drawings and MORD technical
specification clauses 802,803,1202 &1203
Above sill
Body wall 1 2 20.00 (.75+.45)/2 1.20 Cum 28.80
End wall 1 1 6.45 (.6+.45)/2 0.75 Cum 2.54
Base course 1 1 20.00 6.90 0.10 Cum 13.80
Total Cum 45.14
4
Providing and laying sand soling to compacted thick
including cost and 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.Base course 1 1 20.00 6.36 0.90 Cum 114.48
Total Cum 114.48
Construction of causeway 20m length @ CH ; 1800-1820
Nos
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Sl.No Qty UNIT Description of item RATE PER UNIT AMOUNT
1 2 3 4 5 6 7
1 23.1 CUM
Earth work excavationfor foundation of
structures up to 3m depth as per drawing
and technical specification clause 1140
including setting out,construction of shoring
and bracing ,removal of stumps and other
deleterious matter, dressing of sides and
botto
57.50 CUM 1329
2 19.52 CUM
Providing and laying concrete for
plain/Reinforced concrete (1:3:6) in open
foundation complete as per drawings and
MORD technical specification clauses
802,803,1202 &1203
2040.92 CUM 39836
3 45.14 CUMProviding and laying concrete for plainWith
40 mm metal concrete (cc 1:3:6) in open
foundation complete as per drawings and
MORD technical specification clauses
802,803,1202 &1203
2040.92 CUM 92126
4 114.48
Providing and laying sand soling to
compacted thick including cost and
conveyance of gravel from approved
sources to work site including labour for
spreading,watering and compacting bypower roller to achieve the required proctor
density at 100 % compaction.
142.03 CUM 16260
Total 1 49 552
Construction of causeway 20m length @ CH ; 1800-1820
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Sl.No Description of item Length width(m) Depth ( Unit Quantity
1 2 3 4 5 6 7 8
1
Earth work excavationfor foundation of structures
up to 3m depth as per drawing and technical
specification clause 1140 including setting
out,construction of shoring and bracing ,removal of
stumps and other deleterious matter, dressing ofsides and botto
Body wall 1 2 20.00 0.90 0.60 Cum 21.60
End wall 1 1 6.75 0.75 0.30 Cum 1.52
Total Cum 23.12
2
Providing and laying concrete for plainWith 40 mm
metal concrete (cc 1:3:6) in open foundation
complete as per drawings and MORD technical
specification clauses 802,803,1202 &1203
Below sill
Body wall Footing 1 2 20.00 0.90 0.50 Cum 18.00
End wallFooting 1 1 6.75 0.75 0.30 Cum 1.52
Total Cum 19.52
3
Providing and laying concrete for plainWith 40 mm
metal concrete (cc 1:2:4) in open foundationcomplete as per drawings and MORD technical
specification clauses 802,803,1202 &1203
Above sill
Body wall 1 2 20.00 (.75+.45)/2 1.20 Cum 28.80
End wall 1 1 6.45 (.6+.45)/2 0.75 Cum 2.54
Base course 1 1 20.00 6.90 0.10 Cum 13.80
Total Cum 45.14
4
Providing and laying sand soling to compacted thick
including cost and 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.Base course 1 1 20.00 6.36 0.90 Cum 114.48
Total Cum 114.48
Construction of causeway 20m length @ CH ; 2600-2620
Nos
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Sl.No Qty UNIT Description of item RATE ER UNI AMOUNT
1 2 3 4 5 6 7
1 23.1 CUM
Earth work excavationfor foundation of structures
up to 3m depth as per drawing and technical
specification clause 1140 including setting
out,construction of shoring and bracing ,removal
of stumps and other deleterious matter, dressing
of sides and botto
57.50 CUM 1329
2 19.52 CUM
Providing and laying concrete for plain/Reinforced
concrete (1:3:6) in open foundation complete as
per drawings and MORD technical specification
clauses 802,803,1202 &1203
2048.20 CUM 39978
3 45.14 CUMProviding and laying concrete for plainWith 40mm metal concrete (cc 1:3:6) in open foundation
complete as per drawings and MORD technical
specification clauses 802,803,1202 &1203
2048.20 CUM 92455
4 114.48
Providing and laying sand soling to compacted
thick including cost and 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.
147.63 CUM 16901
Total 1 50 663
Construction of causeway 20m length @ CH ; 2600-2620
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