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F - 6
Sl.No Description Nos Length Breadth Depth Quantity Unit
KM 0/000 - 1/000 2 1000.00 1.800 3600.00
KM 1/000 - 2/000 2 1000.00 1.600 3200.00
KM 2/000 - 3/000 2 1000.00 1.800 3600.00
KM 3/000 - 4/000 2 1000.00 2.000 4000.00
KM 4/000 - 5/000 2 1000.00 1.800 3600.00
KM 5/000 - 6/000 2 1000.00 1.600 3200.00
KM 6/000 - 6/100 2 100.00 1.600 320.00
21520.00
-8608.00
12912.00 sqm
2.4/2
Bell Mouth 4 20.00 1.200 0.450 43.20
0.6/2
Extra widening in Curve Km 0/10, 1/2, 2/4,
3/6, 3/10 & 5/8
6 30.00 0.300 0.450 24.30
0.9/2
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 0.450 36.45
103.95 cum
DETAILED ESTIMATEName of work: Improvements to Sirugramam to Anathur Road KM 0/0 - 6/1
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 to be used or auctioned, up to a lead of 1000 m including
removal and disposal of top organic soil not exceeding 150 mm in thickness as per TechnicalSpecification Clause201.
Deduct 40% voids
1
Earthwork excavation for box cutting in all classes of soils except hard rock requiring blasting and
depositing on bank with all leads and lifts as per SS20A, including cost of all labour, equipments and all
incidental charges including clearing the site and disposal of all surplus materials etc, complete as per
relevant standard specification for widening portion
2
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
As per calculation sheet 2976.784
Deduct Gravel Shoulder Quantity 1220.00
1756.78 cum
KM 0/000 - 1/000 2 1000.00 1.000 0.100 200.00
KM 1/000 - 2/000 2 1000.00 1.000 0.100 200.00
KM 2/000 - 3/000 2 1000.00 1.000 0.100 200.00
KM 3/000 - 4/000 2 1000.00 1.000 0.100 200.00
KM 4/000 - 5/000 2 1000.00 1.000 0.100 200.00
KM 5/000 - 6/000 2 1000.00 1.000 0.100 200.00
KM 6/000 - 6/100 2 100.00 1.000 0.100 20.00
1220.00 cum
Bell Mouth 4 20.00 1.200 0.250 24.00
Extra widening in Curve Km 0/10, 1/2, 2/4,3/6, 3/10 & 5/8
6 30.00 0.300 0.250 13.50
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 0.250 20.25
57.75 cum
Construction of Sub grade and Earthen shoulders with approved materials obtained from borrow pits
with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet
requirement of Table 300.2 with lead upto 1000m as per Technical specification Clause 303.1
Construction of Granular Sub-base by providing Grade I material spreading in uniform layers on
prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to
achieve the desired density, in including all labour charges etc., complete as per clause 401 MORT & h
specifications.
Construction of Gravel shoulders by providing well graded material, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and
compacting with three wheel 80100 KN static roller capacity to achieve the desired density, complete
as per Technical Specification and as directed by the Engineer in charge.
3
4
5
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
Bell Mouth 4 20.00 1.200 0.200 19.20
Extra widening in Curve Km 0/10, 1/2, 2/4,
3/6, 3/10 & 5/8
6 30.00 0.300 0.200 10.80
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 0.200 16.20
46.20 cum
Bell Mouth 4 20.00 1.200 96.00
Extra widening in Curve Km 0/10, 1/2, 2/4,
3/6, 3/10 & 5/8
6 30.00 0.300 54.00
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 81.00
231.00 sqm
Bell Mouth 4 20.00 1.200 96.00
Extra widening in Curve Km 0/10, 1/2, 2/4,3/6, 3/10 & 5/8
6 30.00 0.300 54.00
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 81.00
231.00 sqm
Providing and applying prime coat with bitumen emulsion (SS1) on prepared surface of granular baseincluding clearing of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using
mechanical means as per Technical Specification clause 502 and as directed by the Engineer in
charge.
6
Providing and applying tack coat with Bitumen emulsion (RS1) 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 as directed by the Engineer in charge.
8
Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam specification
including premixng the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed
material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base
and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density
including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and
Technical specification clause 406.
7
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
9
KM 0/000 - 1/000 1 1000.00 3.750 3750.00
KM 1/000 - 2/000 1 1000.00 3.750 3750.00
KM 2/000 - 3/000 1 1000.00 3.750 3750.00
KM 3/000 - 4/000 1 1000.00 3.750 3750.00
KM 4/000 - 5/000 1 1000.00 3.750 3750.00
KM 5/000 - 6/000 1 1000.00 3.750 3750.00
KM 6/000 - 6/100 1 100.00 3.750 375.00
22875.00 Sqm
Bell Mouth 4 20.00 1.200 0.050 4.80
Extra widening in Curve Km 0/10, 1/2, 2/4,
3/6, 3/10 & 5/8
6 30.00 0.300 0.050 2.70
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 0.050 4.05
KM 0/000 - 1/000 1 1000.00 3.750 0.050 187.50
KM 1/000 - 2/000 1 1000.00 3.750 0.050 187.50
KM 2/000 - 3/000 1 1000.00 3.750 0.050 187.50
KM 3/000 - 4/000 1 1000.00 3.750 0.050 187.50
KM 4/000 - 5/000 1 1000.00 3.750 0.050 187.50
KM 5/000 - 6/000 1 1000.00 3.750 0.050 187.50
KM 6/000 - 6/100 1 100.00 3.750 0.050 18.75
Add For P.C.C As per Calculation Sheet 124.25
1268.00 cum
10
Providing and applying tack coat with Bitumen emulsion (RS 1) using emulsion distributor at the rate
of 0.225 kg / sqm on the existing BT surface & cleaned With Hydraulic broom as per Technical
Specification and as directed by the Engineer in charge.
Providing and laying bituminous macadam with 40-60 THP hot mix plant using crushed aggregates of
grading as per table 500.4 premixed with bituminous binder, transported to site up to lead of 1000m, laid
over a previously prepared surface with paver finisher to the required grade, level and alignment and
rolled achieve the desired compaction clause 504..
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
Bell Mouth 4 20.00 1.200 96.00
Extra widening in Curve Km 0/10, 1/2, 2/4,
3/6, 3/10 & 5/8
6 30.00 0.300 54.00
Extra widening in Curve Km 0/10, 1/4 (i) &
(ii), 2/2, 2/4, & 5/10
6 30.00 0.450 81.00
KM 0/000 - 1/000 1 1000.00 3.750 3750.00
KM 1/000 - 2/000 1 1000.00 3.750 3750.00
KM 2/000 - 3/000 1 1000.00 3.750 3750.00
KM 3/000 - 4/000 1 1000.00 3.750 3750.00
KM 4/000 - 5/000 1 1000.00 3.750 3750.00
KM 5/000 - 6/000 1 1000.00 3.750 3750.00
KM 6/000 - 6/100 1 100.00 3.750 375.00
23106.00 sqm
Providing laying and rolling of opengrade 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 base with paver finisher, including mixing in a
suitable plant, laying and rolling with a three wheel 80 100 kN static roller capacity,
finished to required level and grades to be followed by seal coat of Type A as per Technical
Specification clause 508 and as directed by the Engineer in charge.
11
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
Bell Mouth 4 20.00 1.200 96.00
Extra widening in Curve Km 0/10, 1/2, 2/4,
6 30.00 0.300 54.00
Extra widening in Curve Km 0/10, 1/4 (i) &
6 30.00 0.450 81.00
KM 0/000 - 1/000 1 1000.00 3.750 3750.00
KM 1/000 - 2/000 1 1000.00 3.750 3750.00
KM 2/000 - 3/000 1 1000.00 3.750 3750.00
KM 3/000 - 4/000 1 1000.00 3.750 3750.00
KM 4/000 - 5/000 1 1000.00 3.750 3750.00
KM 5/000 - 6/000 1 1000.00 3.750 3750.00
KM 6/000 - 6/100 1 100.00 3.750 375.00
23106.00 sqm
curve 12 Nos. 2 12 24 Nos.
Village name board 2 Nos 6 6 Nos.
KM Stone 6 6 No.
Providing and erecting direction and place identfication retroreflectorised sign as per IRC:67 made of
high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area not
exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm X
450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause
801.
Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC:67
made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting,
1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm X
450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause
801.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,
grade and cross fall using Type A as per Technical Specification clause 510 and as directed by the
Engineer in charge.
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC: 8 fixing in
position including painting and printing, etc as per drawing and Technical Specification Clause1703.
12
13
14
15
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F - 6Sl.No Description Nos Length Breadth Depth Quantity Unit
HM Stone 24 24 Nos.
Logo Board 2 2 Nos.
Citizen board 2 2 No.
curves (12 x 2) 24 7.00 3.75 630.00 sqm
19
20 6.1 Km
Reinforced cement concrete M15 grade Hecta meter stone of standard design as per IRC: 8 fixing in
position including painting and printing, etc as per drawing and Technical Specification Clause1703.
17
Provision for labour welfare fund at 0.3%
Provision of rumble strips covered with premix bituminous carpet in approved locations to control speed
marked with white strip of road making paint as per IRC 67 2001 as per drawing and technical
specifications of 1703 1 No.
Providing and fixing of typical BHARAT NIRMAN informatory sign board with logo as per MORD
specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS
flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of
25mm x 25mm x 5mm. the angle iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of
12 SWG sheet tubes posts duly embedded in cement concrete M -15 grade blocks of 450mm x 450mm x
600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by
47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides Lettering and
printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality
in required shade and colour. All sections of framed posts and steel tube will be painted with primer and
two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
18
For preparation of DPR
16
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F-6
Sl.No Reach Unit Quantity Rate Amount
KM 0/000 - 6/100 sqm 12912.00 3.34 43126
cum 103.95 30.69 3190
KM 0/000 - 6/100 cum 1756.78 59.07 103773
KM 0/000 - 6/100 cum 1220.00 347.23 423621
KM 0/000 - 6/100 cum 57.75 959.02 55383
2
3 Construction of Sub grade and Earthen shoulders with approved materials obtained from
borrow pits with all lifts and leads, transporting to site, spreading grading to required
slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per
Technical specification Clause 303.1
Earthwork excavation for box cutting in all classes of soils except hard rock requiring
blasting and depositing on bank with all leads and lifts as per SS20A, including cost of all
labour, equipments and all incidental charges including clearing the site and disposal of all
surplus materials etc, complete as per relevant standard specification for widening portion
ABSTRACT ESTIMATE
Name of work: Improvements to Sirugramam to Anathur Road KM 0/0 - 6/1
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 to be
used or auctioned, up to a lead of 1000 m including removal and disposal of top organic
soil not exceeding 150 mm in thickness as per Technical Specification Clause201.
1
Construction of Gravel shoulders by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at OMC, and compacting with three wheel 80100 KN static roller capacity to
achieve the desired density, complete as per Technical Specification and as directed by the
Engineer in charge.
4
5 Construction of Granular Sub-base by providing Grade I material spreading in uniform
layers on prepared surface, mixing by mix in place method at OMC and compacting with
vibratory roller to Achieve the desired density, in including all labour charges etc.,
complete as per clause 401 MORT & h specifications.
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F-6
Sl.No Reach Unit Quantity Rate Amount
KM 0/000 - 6/100 cum 46.20 1148.66 53068
KM 0/000 - 6/100 sqm 231.00 70.17 16209
KM 0/000 - 6/100 sqm 231.00 13.89 3209
KM 0/000 - 6/100 sqm 22875.00 13.89 317734
KM 0/000 - 6/100 cum 1268.00 5461.00 6924548
KM 0/000 - 6/100 sqm 23106.00 114.61 2648179
KM 0/000 - 6/100 sqm 23106.00 57.19 1321432
7
8 Providing and applying tack coat with Bitumen emulsion (RS 1) 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 as
directed by the Engineer in charge.
Providing and laying bituminous macadam with 40-60 THP hot mix plant using crushed
aggregates of grading as per table 500.4 premixed with bituminous binder, transported to
site up to lead of 1000m, laid over a previously prepared surface with paver finisher to the
required grade, level and alignment and rolled achieve the desired compaction clause 504.
6 Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam
specification including premixng the material with water at OMC in mechanical mixer
(Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-
base / base course on a well prepared sub-base and compacting with smooth wheel roller
of 80 to 100 KN weight to achieve the desired density including lighting, barricading and
maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical specification
clause 406.
Providing and applying primer coat with bitumen emulsion (SS 1) on prepared surface of
granular base including clearing of road surface and spraying primer at the rate of 0.70
1.0 kg / sqm using mechanical means as per Technical Specification clause 502 and as
directed by the Engineer in charge.
9 Providing and applying tack coat with Bitumen emulsion (RS 1) using emulsion
distributor at the rate of 0.225 kg / sqm on the existing BT surface & cleaned With
Hydraulic broom as per Technical Specification and as directed by the Engineer in
charge.
9
10 Providing laying and rolling of opengrade 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 base
with paver finisher, including mixing in a suitable plant, laying and rolling with a three
wheel 80100 kN static roller capacity, finished to required level and grades to
be followed by seal coat of Type A as per Technical Specification clause 508 and as
directed by the Engineer in charge.
11 Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A as per Technical Specification clause
510 and as directed by the Engineer in charge.
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F-6
Sl.No Reach Unit Quantity Rate Amount
Nos. 24 4350.00 104400
14
No 6 10000.00 60000
15
No 6 1200.00 7200
No 24 350.00 8400
17
No. 2 5000.00 10000
No. 2 15000.00 30000
Providing and fixing of typical BHARAT NIRMAN informatory sign board with logo as
per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle
plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate
will be welded with MS angle iron frame of 25mm x 25mm x 5mm. the angle iron frame
of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly
embedded in cement concrete M -15 grade blocks of 450mm x 450mm x 600mm, 600mm
below ground level. The top most diamond plate will be welded to middle plate by 47mm
x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides
Lettering and printing arrows, border etc. will be painted with ready mixed synthetic
enamel paint of superior quality in required shade and colour. All sections of framed posts
and steel tube will be painted with primer and two coats of epoxy paint as per drawing
Clause 1701 and Annexure 1700.1
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC: 8
fixing in position including painting and printing, etc as per drawing and Technical
Specification Clause1703.
Reinforced cement concrete M15 grad Hectameter stone of standard design as per IRC: 8
fixing in position including painting and printing, etc as per drawing and Technical
Specification Clause1703.
16
Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign
as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3
fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75
mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation
with means of M15 grade cement concrete 450 mm X 450 mm x 600 mm, 600 mm below
ground level as per drawings and Technical Specification Clause 801.
Providing and erecting direction and place identfication retro reflectorised sign as per
IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum
sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle
iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly
designed foundation with means of M15 grade cement concrete 450 mm X 450 mm x 600
mm, 600 mm below ground level as per drawings and Technical Specification Clause
801.
13
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F-6
Sl.No Reach Unit Quantity Rate Amount
18
sqm 630.00 276.97 174491
Sub total 12307963
19 Prepation of DPR Km 6.10 20000.00 122000
20 Contigencies 37
Total cost 12430000
Provision of rumble strips covered with premix bituminous carpet in approved locations to
control speed marked with white strip of road making paint as per IRC 672001 as per
drawing and technical specifications of 1703 1 No.
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Sl.No. DETAILS FORMAT
1 PACKAGE SUMMARY SHEET F1
2 DISTRICT MAP SHOWING BLOCKS M1
3 BLOCK MAPS FOR THE PACKAGE M2
4 ROADS PROPOSED FOR RURAL CONNECTIVITY (PAVEMENT LAYERS) F2A
5 ROADS PROPOSED FOR RURAL CONNECTIVITY (C.D STRUCTURES) F2B
6 EXISTING CROSS SECTION DETAILS F3
7 DETAILS OF EXISTING ROAD F4
8 ASSOCIATION OF ROUTES F4A
9 PROPOSED CROSS SECTION DETAILS F5
10 COST ESTIMATES OF ROAD F6
11 COST ESTIMATES OF CULVERTS / MINOR BRIDGES F7
12 RATE ANALYSIS FOR ROADS AND C.D STRUCTURES F8
13 CERTIFICATE OF GROUND VERIFICATION FROM EXECUTIVE ENGINEER / HEAD PIU F9A
CONTENTS
BLOCK : ANNAGRAMAM
DISTRICT : CUDDALORE
Package No. : TN - 003 - 52
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Format - F1
Total Eligible
ANNAGRAMAM L 051 2 0 0 0 0 0 2
TOTAL 2 0 0 0 0 0 2
Pavement from
Format - F6
CD Structure
from
Format -F7
Total
[(5)+(6)]
1 2 3 4 5 6 7
New Connectivity - - - - - -
Associated Through
Route- - - - - -
Upgradation
ANNAGRAMAM 1 1 - #REF! 0.000 #REF!
Other Upgradation - - - - - -
Total 1 1.000 0 #REF! 0.000 #REF!
8
-
-
2
-
2
Type of Proposal No. of Roads
Total
Length of Road
(Km)
No. of New
CD Structures
Estimated Cost(Rs Lakhs) No. of
UnConnected habitations
connected / connected
habitations benifited
SUMMARY SHEET
Name of the Block Code
Total
No. of
habitations
Unconnected habitations
>1000 500-999250 - 499
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Format - F1
Total Eligible
ANNAGRAMAM L 051 2 0 0 320 0 229 2
TOTAL 2 0 0 320 0 229 2
Pavement from
Format - F6
CD Structure
from
Format -F7
Total
[(5)+(6)]
1 2 3 4 5 6 7
New Connectivity - - - - - -Associated Through
Route- - - - - -
Upgradation 1 1.000 - #REF! 0.000 #REF!
Other Upgradation - - - - - -
Total 1 1.000 0 #REF! 0.000 #REF!
8
-
-
2
-
2
Type of Proposal No. of Roads
Total
Length of
Road (Km)
No. of New
CD Structures
Estimated Cost(Rs Lakhs)No. of
UnConnected habitations
connected / connected
habitations benifited
SUMMARY SHEET
Name of the Block Code
Total
No. of
habitations
Unconnected habitations
>1000 500-999250 - 499
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N A U
1 2 3 4 5 5A 5B 6 7 8
Thick
ness
(mm)
100 50
Cost Rs
in Lakhs0.431 1.070 4.236 #REF! 1.085 69.245 0.194
1.000 0.431 1.070 4.236 #REF! 1.085 69.245 0.194
Siruvalayam-U
lianallur
Existing
SurfaceType*
TOTAL
-
Earthworkinfilling&
cutearth
GravelShoulder
PickingofexistingBT
surface
GSB&WMM
Bharat Nirman 2012- 2013
ROADS PROPOSED IN BHARAT NIRMAN FOR RURAL CONNECTIVITY (PAVEMENT LAYERS)
BT
From To Details
D
Facilityaccessed
-
Details of Thickness & Cost for Pavement Layer
BM
ClearIng&
Grubbing
BLOCK : ANNAGRAMAMDISTRICT : CUDDALORE
PrimeCoat&TackCoa
1.000
Sl.No.
NameoftheBlock
Name of
Habitations
Connected /
Benifited
Newconstruction(N)
/AssociatedThroughRoute
(A)/
Upgradation
(U)
RoadLength
(Km)
1
ANNAGRAMAM
Kodampakkam
U
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#REF!
#REF!
Total Cost of
Pavement
Rs.Lakhs
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ISTRICT : CUDDALORE
No. Dia NoLengt
hNo
Lengt
hNo Dia No
Lengt
hNo Length
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1Pakkiri
palayam320
Pakkiripalayam H/C
229
TOTAL 549 1.000 1 0 0 0 0 0 0 -- -- -- -- -- -- 0.000
-- -- -- -- -- 0.000
Hume Pipe
Culvert
Box/Arch/Sla
b
Culvert
Minor
Bridge
Total Cost
of
Proposed
CD
Structures
--
Popu
lation
Road
Length
(K
m)
Existing CD Structure by Type Details of Proposed CD Structure by Type
To
Pa
Fo
Hume Pipe
Culvert
Box/Arch/Sl
ab/Cut
Stone
Culvert
Minor Bridge
Details
Bharat Nirman 2012- 2013
ROADS PROPOSED IN BHARAT NIRMAN FOR RURAL CONNECTIVITY (CD STRUCTURES) Format - 2
Package No. : TN - 003 - 52
.N
o
Name
ofBlock
BlockCode
NameoftheRoad
Habitations
Connected/
Ben
ifited
ANNAGRAMAM
L051
Pakk
iripalayamR
oad
1.000 1
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20
#REF!
#REF!
Total
Cost of
heRoad18+19)]
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F 3
DISTRICT : CUDDALORE Block : ANNAGRAMAM
EARTHEN SHOULDERS
``
3.75 m
7.50 m
TYPICAL CROSS SECTION OF ROAD
(DETAILS OF EXISTING ROAD)
Pakkiripalayam Road Km 0/0 - 1/0
EXISTING CRUST Existing BT 20mm THICK
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BLOCK : ANNAGRAMAM
Height
(m)
Width
(m)
Width
(m)
Thicknes
s
(mm)
Type **Width
(m)
Thick
s (mm
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1Pakkiripalayam
Road1.000 ODR D 918 113 10.00 7.50 0.30 7.50 3.75 125 BT 3.75
Wo
ou
Road Connecting to** Use A = Market B = Educational facilities C = Health centre D = Combination of previous
*** Where actual figure is not available,Estimated may be included
**** type BM/MSS/DMC
Traffic per day *** Existing Road Details
Bituminous Layer
Total
Motorise
d
Total
LCV/Truck/
Bus
Agricultural
Tractor/Tra
iler
Land
Width
(m)
Road
Width
(m)
Embankment WBM Layer
Package No. : TN - 003 - 52
DISTRICT : CUDDALORE
Bharat Nirman 2012- 2013
DETAILS OF EXISTING ROADS (FOR UPGRADATION) Format - 4
Sl.o Name of the
Road
Road
Length
(in Km)Road
Connectingto
Facilities
accessed
(useA/B/C/D)*
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No.
Other Non
conformance
subsidiary to
the ATR
Whether
includes in
package Y/NHabitation served
(with popn.)
Pack
ageNo.:TN-003-52
N I L
Habitation
served with
Population
Age
Format - F4A
BHARATH NIRMAN PROGRAMME
Association of Routes
Package
No.
Primary Network
Associated
Through
Route (ATR)
PCI
Whether
proposed
for
Upgradation
(U) or
Renewal
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F 5
Block : ANNAGRAMAM
Name of work: Improvements to Sirugramam to Anathur Road KM 0/0 - 6/1
TYPICAL CROSS SECTION OF ROAD FOR UPGRADATION
3.75 m
7.50 m
DISTRICT : CUDDALORE
EXISTING CRUST PROPOSED BITUMINIOUS MACADAM
50mm THICK + PC & SC 20mm THICK
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Package No TN - 003
District Cuddalor
Block Annagra
Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amo
KM 0/000 - 1/000 2 1000.00 2.000 4000.00
4000.00
-1600.00
2400.00 sqm 3.34
2.4/2Bell Mouth 2 20.00 1.200 0.450 21.60
0.6/2
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 0.450 8.10
0.9/2
Km 0/8 & 0/10 3 30.000 0.450 0.450 18.23
47.93 cum 30.69
Deduct 40% voids
Earthwork excavation for box cutting in all classes of soils except hard rock requiring blasting and
depositing on bank with all leads and lifts as per SS20A, including cost of all labour, equipments and all
incidental charges including clearing the site and disposal of all surplus materials etc, complete as per
relevant standard specification for widening portion.
2
Name of work: Improvements to Sirugramam to Anathur Road KM 0/0 - 6/1
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 to be used or auctioned, up to a lead of
1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per
Technical Specification Clause201.
COST ESTIMATE FOR ROAD CONSTRUCTION
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3
As per calculation sheet 2976.78
Deduct Gravel Shoulder Quantity 200.00
2776.78 cum 59.07
4
KM 0/000 - 1/000 2 1000.00 1.000 0.100 200.00
200.00 cum 347.23
5
KM 0/000 - 1/000 1 1000.00 3.750 3750.00
Total 3750.00
1250.00 sqm #REF! #RE
6
Bell Mouth 2 20.00 1.200 0.250 12.00
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 0.250 4.50
Km 0/8 & 0/10 3 30.000 0.450 0.250 10.13
Picking the existing BT Surface / WBM up to 50mm deep including all labour charges for levelling and
sectioning all other incidental charges etc. complete.
1/3 rd area
Construction of Granular Sub-base by providing Grade I material spreading in uniform layers on
prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to
Achieve the desired density, in including all labour charges etc., complete as per clause 401 MORT &
H specifications.
Construction of Sub grade and Earthen shoulders with approved materials obtained from borrow pits
with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet
requirement of Table 300.2 with lead upto 1000m as per Technical specification Clause 303.1
Construction of Gravel shoulders by providing well graded material, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and
compacting with three wheel 80100 KN static roller capacity to achieve the desired density, complete
as per Technical Specification and as directed by the Engineer in charge.
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26.63 cum 959.02
7
Bell Mouth 2 20.00 1.200 0.200 9.60
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 0.200 3.60
Km 0/8 & 0/10 3 30.000 0.450 0.200 8.10
21.30 cum 1148.66
8
Bell Mouth 2 20.00 1.200 48.00
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 18.00
Km 0/8 & 0/10 3 30.000 0.450 40.50
106.50 sqm 70.17
Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam specification
including premixng the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed
material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base
and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density
including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and
Technical specification clause 406.
Providing and applying prime coat with bitumen emulsion (SS1) on prepared surface of granular base
including clearing of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using
mechanical means as per Technical Specification clause 502 and as directed by the Engineer in
charge.
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9
Bell Mouth 2 20.00 1.200 48.00
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 18.00
Km 0/8 & 0/10 3 30.000 0.450 40.50
106.50 sqm 13.89
10
KM 0/000 - 1/000 1 1000.00 3.750 3750.00
3750.00 Sqm #REF! #RE
11
Bell Mouth 2 20.00 1.200 0.050 2.40
KM 0/000 - 1/000 1 1000.000 3.750 0.050 187.50
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 0.050 0.90
Km 0/8 & 0/10 3 30.000 0.450 0.050 2.03
Advance Patches 18.75
211.58 cum 5461.00
Providing and applying tack coat with Bitumen emulsion (RS1) 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 as directed by the Engineer in charge.
Providing and applying tack coat with Bitumen emulsion (RS 1) using emulsion distributor at the rate
of 0.225 kg / sqm on the existing BT surface & cleaned With Hydraulic broom as per Technical
Specification and as directed by the Engineer in charge.
Providing and laying bituminous macadam with 40-60 THP hot mix plant using crushed aggregates of
grading as per table 500.4 premixed with bituminous binder, transported to site up to lead of 1000m,
laid over a previously prepared surface with paver finisher to the required grade, level and alignment
and rolled achieve the desired compaction clause 504..
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12
Bell Mouth 2 20.00 1.200 48.00
KM 0/000 - 1/000 1 1000.000 3.750 3750.00
Extra widening in Curve Km 0/4 & 0/6 2 30.000 0.300 18.00
Km 0/8 & 0/10 3 30.000 0.450 40.50
3856.50 sqm 114.61
13
curve 12 Nos. 2 12 24 Nos 4350.00
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 wearing course on a previously prepared base with paver finisher, including mixing in a
suitable plant, laying and rolling with a three wheel 80 100 kN static roller capacity,
finished to required level and grades to be followed by seal coat of Type A as per Technical
Specification clause 508 and as directed by the Engineer in charge.
Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC:67
made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting,
1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the
ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm X
450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause
801.
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14
Village name board 2 Nos 6 6 Nos 10000.00
15
KM Stone 6 6 Nos 1200.00
16
HM Stone 24 24 Nos 350.00
17
Logo Board 2 2 Nos 5000.00
Citizen board 2 2 Nos 15000.00
18
curves (12 x 2) 24 7.00 3.75 630.00 sqm 276.97
#RE
19 Construction of Three row pipe Culvert #RE
Providing and erecting direction and place identfication retroreflectorised sign as per IRC:67 made
of high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area
not exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed
to the ground by means of properly designed foundation with means of M15 grade cement concrete 450
mm X 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification
Clause 801.
Providing and fixing of typical BHARAT NIRMAN informatory sign board with logo as per MORD
specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with
MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron
frame of 25mm x 25mm x 5mm. the angle iron frame of middle plate will be welded to 2 nos. 75mm x
75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M -15 grade blocks of 450mm x
450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle
plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sidesLettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of
superior quality in required shade and colour. All sections of framed posts and steel tube will be painted
with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Provision of rumble strips covered with premix bituminous carpet in approved locations to control speed
marked with white strip of road making paint as per IRC 67 2001 as per drawing and technical
specifications of 1703 1 No.
Sub Total
Reinforced cement concrete M15 grade Hectameter stone of standard design as per IRC: 8 fixing in
position including painting and printing, etc as per drawing and Technical Specification Clause1703.
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC: 8 fixing in
position including painting and printing, etc as per drawing and Technical Specification Clause1703.
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#
19 #
20 For preparation of DPR 6.100 Km 20000.00
21 Contingencies
#
#
Total Cost
Provision for labour welfare fund at 0.3%
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LENGTH OF THE ROAD (KM); 4.40
Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
1
Ch 0-1000 2 1000.00 2.000 4000.00
Deduct built up area -2 160.00 2.000 -640.00
Ch 1000-2000 2 1000.00 2.000 4000.00
Ch 2000-3000 2 1000.00 2.000 4000.00
Deduct built up area -2 510.00 2.000 -2040.00
Ch 3000-4000 2 1000.00 2.000 4000.00
Deduct built up area -2 192.00 2.000 -768.00
Ch 4000-4400 2 400.00 2.000 1600.0014152.00
-5660.80
12912.00 sqm 4.43 57200
2
As per calculation sheet 7174.00 cum 56.76 407196
3
Ch 0-1000 2 1000.00 1.500 0.100 300.00
Ch 1000-2000 2 1000.00 1.500 0.100 300.00
Ch 2000-3000 2 1000.00 1.500 0.100 300.00
Ch 3000-4000 2 1000.00 1.500 0.100 300.00
Ch 4000-4400 2 400.00 1.500 0.100 120.00
1320.00 cum442.80
584496
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 to beused or auctioned, up to a lead of 1000 m including removal and disposal of top organic
soil not exceeding 150 mm in thickness as per Technical Specification Clause201.
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 clause
303.1 and as directed by the Engineer in charge..
Construction of Gravel shoulders by providing well graded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with three wheel 80 100 KN static roller
capacity to achieve the desired density, complete as per Technical Specification and as
directed by the Engineer in charge.
DISTRICT: VELLORE
Deduct 40% voids
FORMAT: F-6
COST ESTIMATE FOR ROADS CONSTRUCTION
PACKAGE NO; TN - 26- 93
ROAD FROM:-upgradation to Siruvalayam- Ullianallur to Kodambakkam Km 0/0-4/4 BLOCK: NEMILI
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Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
4
Ch 0-1000 1 1000.00 3.750 3750.00
Add bellmouth 2 20.00 5.000 200.00
10.00/2 3950.00
Ch 1000-2000 1 1000.00 3.750 3750.00
Ch 2000-3000 1 1000.00 3.750 3750.00
Ch 3000-4000 1 1000.00 3.750 3750.00
Ch 4000-4400 1 400.00 3.750 1500.00
Add for curves 8 30.00 0.450 108.00
0.90/2
Total 16808.00
5602.67 sqm 5.59 31319
5
Ch 0-1000 1 1000.00 3.750 0.125 468.75
Raising dip portion Ch 100-
1 130.00 3.750 0.150 73.13
Add bellmouth 2 20.00 5.000 0.125 25.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 0.125 468.75
Ch 2000-3000 1 1000.00 3.750 0.125 468.75
Ch 3000-4000 1 1000.00 3.750 0.125 468.75
Ch 4000-4400 1 400.00 3.750 0.125 187.50
Add for curves 8 30.00 0.450 0.125 13.50
0.90/2
2174.13 cum 1300.89 2828304
6
Ch 0-1000 1 1000.00 3.750 3750.00
Add bellmouth 2 20.00 5.000 200.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 3750.00
Ch 2000-3000 1 1000.00 3.750 3750.00
Ch 3000-4000 1 1000.00 3.750 3750.00
Ch 4000-4400 1 400.00 3.750 1500.00
Picking the existing BT Surface / WBM up to 50mm deep including all labour charges
for levelling and sectioning all other incidental charges etc. complete
Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam
specification including premixng the material with water at OMC in mechanical mixer
(Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-
base / base course on a well prepared sub-base and compacting with smooth wheel roller
of 80 to 100 KN weight to achieve the desired density including lighting, barricading and
maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical
s ecification clause 406..
1/3 rd area
Providing and applying primer coat with bitumen emulsion (SS 1) on prepared surface
of granular base including clearing of road surface and spraying primer at the rate of
0.70 1.0 kg / sqm using mechanical means as per Technical Specification clause 502
and as directed by the Engineer in charge.
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Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
Add for curves 8 30.00 0.450 108.00
0.90/2
16808.00 sqm 72.14 1212529
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Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
7
Ch 0-1000 1 1000.00 3.750 3750.00
Add bellmouth 2 20.00 5.000 200.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 3750.00
Ch 2000-3000 1 1000.00 3.750 3750.00
Ch 3000-4000 1 1000.00 3.750 3750.00
Ch 4000-4400 1 400.00 3.750 1500.00
Add for curves 8 30.00 0.450 108.00
0.90/2
16808.00 sqm 15.71 2640548
Ch 0-1000 1 1000.00 3.750 0.050 187.50
Add bellmouth 2 20.00 5.000 0.050 10.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 0.050 187.50
Ch 2000-3000 1 1000.00 3.750 0.050 187.50
Ch 3000-4000 1 1000.00 3.750 0.050 187.50
Ch 4000-4400 1 400.00 3.750 0.050 75.00
Add for curves 8 30.00 0.450 0.050 5.40
0.90/2
840.40 cum 5631.25 4732503
Providing and laying bituminous macadam with 40-60 THP hot mix plant using crushed
aggregates of grading as per table 500.4 premixed with bituminous binder, transported
to site up to lead of 1000m, laid over a previously prepared surface with paver finisher to
the required grade, level and alignment and rolled achieve the desired compaction clause
504.
Providing and applying tack coat with Bitumen emulsion (RS 1) 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
as directed by the Engineer in charge.
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Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
9
Ch 0-1000 1 1000.00 3.750 3750.00
Add bellmouth 2 20.00 5.000 200.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 3750.00
Ch 2000-3000 1 1000.00 3.750 3750.00
Ch 3000-4000 1 1000.00 3.750 3750.00
Ch 4000-4400 1 400.00 3.750 1500.00Add for curves 8 30.00 0.450 108.00
0.90/2
16808.00 sqm 118.39 1989899
10
Ch 0-1000 1 1000.00 3.750 3750.00
Add bellmouth 2 20.00 5.000 200.00
10.00/2
Ch 1000-2000 1 1000.00 3.750 3750.00
Ch 2000-3000 1 1000.00 3.750 3750.00
Ch 3000-4000 1 1000.00 3.750 3750.00
Ch 4000-4400 1 400.00 3.750 1500.00
Add for curves 8 30.00 0.450 108.00
0.90/2
16808.00 sqm 55.63 93502911
curve 8 Nos 2 8 16 Nos 4350.00 69600
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 wearing course on a previously
prepared base with paver finisher, including mixing in a suitable plant, laying and rolling
with a three wheel 80 100 kN static roller capacity, finished to required level and
grades to be followed by seal coat of Type A as per Technical Specification clause 508
and as directed by the Engineer in charge.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A as per Technical Specification clause
510 and as directed by the Engineer in charge.
Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign
as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3
fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75
mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed
foundation with means of M15 grade cement concrete 450 mm X 450 mm x 600 mm,
600 mm below ground level as per drawings and Technical Specification Clause 801.
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Sl.No Description Nos Length Breadth Depth Quantity Unit Rate Amount
12
Village name board 2 Nos 2 2 sqm 10000.00 20000
13
4 Nos 1200.00 4800
14
18 Nos 350.00 6300
15
Logo Board 2 Nos 5000.00 10000
Citizen board 2 Nos 15000.00 30000
16
8 curves 16 7.00 3.75 420.00 sqm 275.35 115647
8x2
17
Parapet walls 2 5.60 0.450 0.500 2.52 cum 3591.55
9051
18 41308
19 For preparation of DPR 4.400 Km 88000
20 Contigencies 397
13437631
134.38
Providing and erecting direction and place identfication retro reflectorised sign as per
IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum
sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle
iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly
designed foundation with means of M15 grade cement concrete 450 mm X 450 mm x
600 mm, 600 mm below ground level as per drawings and Technical Specification
Clause 801.
Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm 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 maintaining of protective
bunds, cofferdams, shoring, strutting etc., complete as per relevant standard
s ecifications for bod walls above levelin course
Reinforced cement concrete M15 grade Hecta meter stone of standard design as per IRC:
8 fixing in position including painting and printing, etc as per drawing and Technical
Specification Clause1703.
Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC: 8
fixing in position including painting and printing, etc as per drawing and Technical
Specification Clause1703.
Provision for labour welfare fund at 0.3%
Providing and fixing of typical BHARAT NIRMAN informatory sign board with logo as
per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top andmiddle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The
lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. the angle
iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet
tubes posts duly embedded in cement concrete M -15 grade blocks of 450mm x 450mm
x 600mm, 600mm below ground level. The top most diamond plate will be welded to
middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove
enameled on both sides Lettering and printing arrows, border etc. will be painted with
ready mixed synthetic enamel paint of superior quality in required shade and colour. All
Provision of rumble strips covered with premix bituminous carpet in approved locationsto control speed marked with white strip of road making paint as per IRC 67 2001 as
per drawing and technical specifications of 1703 1 No.
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PACKAGE NO; TN - 26- 93
ROAD FROM: Sivalayam- Ullianur to Kodambakkam Km 0/0-4/4 BLOCK: NEMILI
LENGTH OF THE ROAD (KM);4.40 Km DISTRICT: Vellore
Description Length Breadth Depth Contents unit1
1 x 2 4.15 1.400 1.200 13.94
av
1 x 1 3.85 1.600 2.100 12.94
av 26.88 cum 155.30 4175
2
1 x 2 4.150 1.400 0.150 1.74
1 x 1 5.242 1.600 0.150 1.26
1 x 1 6.072 1.600 1.350 13.12
5.647+6.497/2 av
1 x 1 5.869 0.634 -3.72
(1.10)/4x2/3 12.40 cum 317.82 6919
3
1 x 2 4.15 1.400 0.150 1.74
1 x 1 5.47 1.600 0.520 4.55
1 x 1 5.47 0.317 -1.73
(1.10)/4x1/3
For pavement over sand filli 1 x 1 6.55 1.600 0.150 1.57
6.498+6.600/2 6.13 cum 3319.58 19757
4
1 x 2 4.00 0.850 2.350 15.98
1 x -2 0.95 0.841 -1.60
(1.10)/4
1 x 2 4.00 0.450 0.500 1.80 cum
14.38 cum 3289.78 46389
5
1 x 3 2.500 7.50 Rm 3013.41 22601
6
1 x 2 3.00 0.450 0.500 1.35
Body walls 1 x 2 7.00 0.800 2.000 22.40
av av 23.75 cum 198.36 4711
Providing and laying RCC pipe NP 3 for culverts on first class bedding on granular material in
single row inclding fixing coller with cement mortar 1:2 excluding excavation protection works,back
Disnandling stone/brick masonry in cement masonry and carefully stascking the use full materials
and removed un wanted materials as directed by the departmental officers
Parapet walls
Deduct pipe portion
1x2 1.029+0.654/2
Parapet walls
Deduct pipe portion
Providing concrete for plain/reinforced concrete in open foundation as per drawings and technical
specicifications Clause ,802,803,1202 &1203 M15
Body wall
1.25+0.45/2
5.647+6.191/2
Providing concrete for plain/reinforced concrete in open foundation as per drawings and technical
specicifications Clause ,802,803,1202 &1203-M10
Foundation of Body wall
Cradle for pipe
5.647+5.293/2
Below CC for foundation
Below cradle
5.293+5.191/2
Above cradle
Deduct pipe portion
Earthwork excavation for structures as per drawing and technical specifications Clause 306.1
including setting out construction of shoring and bracing removal of stumps and other deletories
Body wall
Pipe portion from RL to
bottom of cradle
Fillingin foundation trenches as per drawing and technical specification clause 305.3.9
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
FORMAT : F7
COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE
SINGLE ROW PIPE CULVERT AT CH 3/400
Sl.No. Nos
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5.40
7.00
12.40 or 5.00 Km
3.40
0.80
4.80
2.006.20
7.20
15.80
40.20
40.20 0.50 40.70 or 30.00 Km
Ulundurpettai - T.V.Nallur Road Km 33/4 - 34/2
Perupakkam - Vellur Road Km 5/4 - 0/6
Perupakkam - Perumpattu Road Km 0/0 - 2/0Gadilam - Maranidai - Perumpattu Road Km 6/2 - 0/0
Veerapar - Gadilam Road Km 44/2 - 37/0
Km 0/0 - 1/0
Cudddalore - Chithoor Road Km 37/0 - 21/2
Metal to Work Site
M.Kunnathur - Naripalayam Road Km 0/0 - 3/4
RATE ANALYSIS
M.Kunnathur - Naripalayam Road Km 0/0 - 5/4
Ulundurpettai - T.V.Nallur Road Km 33/4 - 40/4
Metal To C.M.P Site
Name of work: Improvements to Sirugramam to Anathur Road KM 0/0 - 6/1
Lead Chart
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Gravel from Alagappasamuthiram
0.40
2.80
10.20
3.80
17.20
17.20 0.50 17.70 or 11.00 Km
1.00
5.70
4.60
0.50
32.20
151.00
8.40
1.00
204.40 or 204.00 km
1.00
5.70
4.60
0.50
32.20
121.80
27.80
3.80
197.40
197.40 0.50 197.90 or 200.00 Km
Chennai Bye Pass Km 0/0 - 32/2
NH 45 Km 28/0 - 149/8
Vikkiravandi - Kumbakonam - Tanjore Road Km 0/0 - 27/8
Cudddalore - Chithoor Road Km 37/0 - 21/2
Km 0/0 - 1/0
Madhavaram - Red Hills Road Km 0/0 - 4/6
Bitumen at CMP Site
Cudddalore - Chithoor Road Km 41/4 - 49/8
Ulundurpettai - T.V.Nallur Road Km 40/4 - 39/4
Bitumen to Work Site
Thiruvotriyur - Ponneri - Pongachetty Road Km 2/6 - 1/6
Manali - Mathur Road Km 0/0 - 5/7
Madhavaram - Red Hills Road Km 0/0 - 4/6
NH 45 Km 11/0 - 11/5
NH 45 Km 28/0 - 179/0
NH 45 Km 11/0 - 11/5
Chennai Bye Pass Km 0/0 - 32/2
Km 0/0 - 1/0
Thiruvotriyur - Ponneri - Pongachetty Road Km 2/6 - 1/6
Manali - Mathur Road Km 0/0 - 5/7
Quarry to Road
Cudddalore - Chithoor Road Km 37/0 - 21/2
Vikkiravandi - Kumbakonam - Tanjore Road Km 38/0 - 27/8
Alagappasamuthiram Road Km 0/0 - 2/8
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2.00
6.94
24.60
102.00
27.80
3.80
167.14
167.14 0.50 167.64 or 169.00 Km
SSTR Road Km 0/0 - 24/6
NH 45 Km 47/8 - 149/8
Km 0/0 - 1/0
SIPCOT Road Km 0/0 - 2/0
Vikkiravandi - Kumbakonam - Tanjore Road Km 0/0 - 27/8
Cudddalore - Chithoor Road Km 25/0 - 21/2
Chennai - Bangalore Road Km 34/8 - 41/74
Emulsion from Irungattukottai to Work Site
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Sl.No. Kind of Lead Cost of Lead Stacking
materials materials charges charges
Cost of materials at CMP site
GSB
53 to 9.50 mm IRC Metal 5 710.22 35.25
(514+689+689+703+665+ 665+965+894+608)/9
9.50 to 2.36 mm IRC Metal 5 430.60 35.25
(451+451+451+400+400)/5
2.36 mm and below metal 5 400.00 35.25
26.50 to 9.5 mm Irc metal 5 759.40 35.25
(665+ 665+965+894+608)/5
WMM
45 to 22.40 mm IRC metal 5 737.40 35.25
(689+703+665+665+965)/5
22.40 to 2.36 IRC metal 5 602.86 35.25
(965+894+608+451+451+ 451+400)/7
2.36 to 75 micron 5 400.00 35.25BM
25 to 10 mm IRC metal 5 783.00 35.25
(665+965+894+608)/4
10 to 5 mm IRC metal 5 425.50 35.25
(451+400)/2
5 mm and below IRC metal 5 400.00 35.25
PC
13.20 mm-5.50 mm IRC 5 570.40 35.25
894+608+451+451+451/5
BT Patches
45 mm metal 30 689.00 184.50Cost of materials at work site
Cost of 11.2 - 2.36 mm metal
((608+451+451+451+400+400)/6)=30 460.17 184.50 3.15
Sand 12 110.00 82.60 3.05
Gravel 11 111.00 76.55 3.05
COST OF MATERIALS
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Total
745.47
465.85
435.25
794.65
772.65
638.11
435.25
818.25
460.75
435.25
605.65
873.50
647.82
195.65
190.60
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1
In area of thory jungle
a) Labour
6.00 Mate 213.00 day 1278.00150.00 Mazdoor (Unskilled) 185.00 day 27750.00
b) Machinery
1.00 Tractor with trolley 353.00 day 353.00
29381.00
c) Overheads 12.50% on 29381.00 3672.63
Rate per hectare 33053.63
CESS 1.00% 330.54
33384.17
Rate for 1m2 3.34
2
Unit =cum
Taking output = 360 cum
a) Labour
0.08 Mate 213.00 day 17.04
2.00 Mazdoor (Unskilled) 185.00 day 370.00
b) Machinery
3.60 Hydraulic excavtor 0.9 cum bucket 1302.00 hour 4687.2015.00 Tipper 5 cum capacity 310.00 hour 4650.00
1 trip per hour
9724.24
c) Overheads 12.50% on 9724.24 1215.53
Cost for 360 cum = a+b+c 10939.77
Cess 1% 109.40
11049.17
Rate per cum = (a+b+c)/360 30.69
RATE ANALYSIS
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 to be used or auctioned, up to a lead of 1000 m including removal and disposal
of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause201.
Earthwork excavation for box cutting in all classes of soils except hard rock requiring blasting and depositing on
bank with all leads and lifts as per SS20A, including cost of all labour, equipments and all incidental charges
including clearing the site and disposal of all surplus materials etc, complete as per relevant standard
specification for widening portion
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4
a)Labour
0.04 Mate 213.00 / day 8.52
1.00 185.00 / day 185.00
Total - (a) 193.52
1.00 1302.00 / Hr 1302.00
0.50 2206.00 / Hr 1103.00
2.00 Water tanker 6 kl capacity 251.00 / Hr 502.00
1.43 Three Wheel 80-100 kN Static roller @ 70 cum 460.00 / Hr 657.80
Total - (b) 3564.80
12.00 120.00 / 12 1440.00
100.00 0.00 / 100 0.00
Total - (c) 1440.00
Total - (a+b+c) 5198.32
12.5% on 5198.32 = 649.79
Total - (a+b+c+d) 5848.11
100.00 Cum 5848.11
CESS 1.00% 58.485906.59
59.07 / Cum
Compensation for earth taken from private
land
Over heads
Construction of Sub grade and Earthen shoulders with approved materials obtained from borrow pits with all
lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of
Table 300.2 with lead upto 1000m as per Technical specification Clause 303.1
Reach km 0/0-2/6
Mazdoor
Cost for
Cost for 1 cum
b)Machinary
c)Materail
Cost of water
Hydraulic excavator 0.9 cum bucket capacity
@ 100 cum per hour
Dozer D-50 for spreading @ 200cum per hour
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5
a)Labour
0.04 Mate 213.00 / day 8.52
1.00 185.00 / day 185.00
Total - (a) 193.52
1.001302.00
/ Hr 1302.00
4.50 310.00 / Hr 1395.00
100.00 25.30 / Hr 2530.00
100.00 15.30 / Hr 1530.00
0.502206.00
/ Hr 1103.00
0.501692.00
/ Hr 846.00
2.00Water tanker 6 kl capacity
251.00 / Hr 502.00
1.43 Three Wheel 80-100 kN Static roller @ 70 cum 460.00 / Hr 657.80
Total - (b) 9865.80
12.00 120.00 / 12 1440.00
100.00 190.60 / 100 19060.00
Total - (c) 20500.00
Total - (a+b+c) 30559.32
12.5% on 30559.32 = 3819.92
Total - (a+b+c+d) 34379.24
100.00 Cum 34379.24
CESS 1.00% 343.7934723.03
347.23 / Cum
Un Loading of earth as per item3
Cost of water
c)Materail
Cost for 1 cum
Reach km 0/0-2/6
Hydraulic excavator 0.9 cum bucket capacity
@ 100
Tipper 5 cum with 10 T capacity
Loading of earth as per item 2
Mazdoor
Construction of Gravel shoulders by providing well graded material, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three
wheel 80100 KN static roller capacity to achieve the desired density, complete as per Technical Specification
and as directed by the Engineer in charge.
Dozer D-50 for spreading @ 200cum per hour
b)Machinary
Cost for
Over heads
Cost of gravel
Motor grader for grading @ 200cum per hour
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Unit = sqm
a) Labour
0.01 Mate 213.00 / day 2.13
0.25 185.00 / day 46.25
Total - (a) / 100 sqm 48.38
0.25 353.00 / Hr 88.25
0.30 806.00 / Hr 241.80
0.68 310.00 / Hr 210.80
540.85
589.23
Overheads 12.5% on 589.23 = 73.65
662.88
cess 1.0% 6.63
669.51
6.70 / 1sqm
6
Unit = cum
Taking out put = 300 cum
a) Labour
0.48 Mate 213.00 each 102.24
2.00 Mazdoor Gr - I 207.00 each 414.00
10.00 Mazdoor Gr - II 185.00 each 1850.00
2366.24
b) Machinery6.00 Motor grader 110 Hp 50 cum per hour 1692.00 hour 10152.00
30.00 Three wheeled 80-100 KN Static roller 460.00 hour 13800.00
12.00 Tractor with Rotavator 25 cum per hour 353.00 hour 4236.00
5.00 Water tanker 6kl capacity 251.00 hour 1255.00
29443.00
c) Material
134.00 26.5 mm to 9.5 mm @ 35 percent 794.65 cum 106483.10
96.00 9.5 mm to 2.36 mm @ 25 percent 465.85 cum 44721.60153.00 2.36 mm below @ 40 percent 435.25 cum 66593.25
30.00 Water 120.00 kl 3600.00
221397.95
Total (a+b+c) 253207.19
12.5% on 253207.19 = 31650.90
Cost for 300 cum 284858.09
CESS 1.00% 2848.58
287706.67
Rate per cum 959.02
Tipper 5.5 cum with 4 T capacity
Taking Output = 100 sqm
Construction of Granular Sub-base by providing Grade I material spreading in uniform layers on prepared
surface, mixing by mix in place method at OMC and compacting with vibratory roller to Achieve the desired
density, in including all labour charges etc., complete as per clause 401 MORT & h specifications.
Well Graded Granular Sub base material as
per Table 400.1
Sub total
Scarifying existing surface to the required depth and levelling the existing surface to the required line and level
all complete as per Technical Specification clause 301.4 and as directed by the engineer in charge
Over heads
b)Machinary
Tractor with trolley
Front end loader
Mazdoor
Scarifying existing surface
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7
Unit = cum
Taking out put = 100 cum
a) Labour0.4 Mate 213.00 each 85.20
8.00 Dresser (skilled) for allignment 207.00 each 1656.002.00 Mazdoor (skilled) 207.00 each 414.00
2155.20
b) Machinery
4.00 Front end loader 1 cum capacity wet mix plant(pug mill) 806.00 hour 3224.00
4.00 Wet mix plant(pug mill) 1117.00 hour 4468.00
5.00 Tipper/Dumper (10T capacity) 310.00 1550.00
2.00 Motor grader at 50 cum/hr 1692.00 hour 3384.00
1.33 Water tanker 6kl capacity 251.00 333.83
6.25 Three wheeled 80-100 KN Static roller 460.00 hour 2875.00
15834.83
c) Material
Aggregate
39.90 45 to 22.40 IRC metal 772.65 cum 30828.74
53.20 22.40 to 2.36 IRC metal 638.11 cum 33947.30
39.90 2.36 mm to 75 micron 435.25 cum 17366.48
8.00 Water 120.00 kl 960.00
83102.52
Total (a+b+c) 101092.55
12.5% on 101092.55 = 12636.57
Cost for 100 cum 113729.12
CESS 1.00% 1137.29
114866.41
Rate per cum 1148.66
Sub total
Over heads
Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam specification including
premixng the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper
to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with
smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and
maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical specification clause 406.
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9
Unit = sqm
Taking output = 1750 sqm
a) Labour
0.04 Mate 213.00 day 8.52
1.00 Mazdoor (Unskilled) 185.00 day 185.00193.52
b) Machinery
1.40 Hydraulic broom @1250 sqm per hour 357.00 hour 499.80
1.40 Air compressor 210cfm 319.00 hour 446.60
1.00 Bitumen emulsion pressure distributor @ 1750 sqm 800.00 hour 800.00
0.50 Water tanker 6 kl capacity 1 trip per hour 251.00 hour 125.50
1871.90
c) Material
1.48 Bitumen emulsion (SS-1) @ 0.85 kg per sqm 71381.43 Mt 105644.51
3.00 Water 120.00 kl 360.00
108069.9312.5% on 108069.93 = 13508.74
Cost for 1750 sqm = a+b+c+d 121578.67
CESS 1.00% 1215.79
122794.46
Rate per sqm = (a+b+c+d)/1750 70.17
10
Unit = sqm
Taking output = 1750 sqma) Labour
0.04 Mate 213.00 day 8.52
1.00 Mazdoor (Unskilled) 185.00 day 185.00
193.52
b) Machinery
1.40 Hydraulic broom @1250 sqm per hour 357.00 hour 499.80
1.40 Air compressor 210cfm 319.00 hour 446.60
1.00 Emulsion pressure distributor @ 1750 sqm per hour 800.00 hour 800.00
1746.40
c) Material
0.48 Bitumen emulsion (RS-1) @ 0.275 kg per sqm 41037.40 mt 19697.95
21637.87
12.5% on 21637.87 = 2704.73
Cost for 1750 sqm = a+b+c+d 24342.60
CESS 1.00% 243.43
24586.03
Rate per sqm = (a+b+c+d)/1750 13.89
Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25
to 0.30 kg / sqm on the prepared granular surface treated with primer & cleaned With Hydraulic broom as per
Technical Specification and as directed by the Engineer in charge.
Over heads
Over heads
Providing and applying primer coat with bitumen emulsion (SS 1) on prepared surface of granular base
including clearing of road surface and spraying primer at the rate of 0.701.0 kg / sqm using mechanical means
as per Technical Specification and as directed by the Engineer in charge.
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11
Unit = sqm
Taking output = 1750 sqm
a) Labour
0.04 Mate 213.00 day 8.52
1.00 Mazdoor (Unskilled) 185.00 day 185.00193.52
b) Machinery
1.40 Hydraulic broom @1250 sqm per hour 357.00 hour 499.80
1.40 Air compressor 210cfm 319.00 hour 446.60
1.00 Emulsion pressure distributor @ 1750 sqm per hour 800.00 hour 800.00
1746.40
c) Material
0.48 Bitumen emulsion (RS-1) @ 0.275 kg per sqm 41037.40 mt 19697.95
21637.87
12.5% on 21637.87 = 2704.73
Cost for 1750 sqm = a+b+c+d 24342.60CESS 1.00% 243.43
24586.03
Rate per sqm = (a+b+c+d)/1750 13.89
12
Taking output = 100 sqm including gap
Length = 100/3.75 = 26.70 or 27 M
No. of strips 28
Area of strips 28 3.75 0.25 26.25 sqm
26.25 Premix carpet 20 mm thick (km 5-6 rate) 114.61 sqm 3008.51
26.25 814.00 sqm 21367.50
24376.01
12.5% on 24376.01 3047.00
Rate per 100 sqm 27423.01
CESS 1.00% 274.23
27697.24
Rate per 1sqm 276.97
Over heads
Provision of rumble strips covered with premix bituminous carpet in approved locations to control speed marked
with white strip of road making paint as per IRC 672001 as per drawing and technical specifications of 1703
1 No.
Painting with Hot Thermoplastic paint (As per Chief
Unit = 1 sqm
Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.275
kg / sqm on the dry and hungry BT surface & cleaned With Hydraulic broom as per Technical Specification and
as directed by the Engineer in charge.
Over heads
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Picking the road surface 2" to 3" deep
In patches and cutting
a) Labour
0.18 Mazdoor-I (1.08*1/6=0.18) 207.00 day 37.26
0.14 207.00 day 27.95
Brushing and Cleaning the surface LS 4.55
LS 3.54
LS 17.68
LS 6.06
LS 2.53
Regulation of traffic LS 2.53
Sundries such as barricading arrangements LS 0.71
Labour for laying 0.625 cum of Bituminous materials 102.81Therefore for laying 1.00 cum of Bituminous materials 164.49
1.00 1 Cum. Cost of Labour Charges 164.49 Cum 164.49
44.00 Cost of Bitumen (80/100) 39,353.59 MT 1,731.56
1.00 Cost of 45mm metal 873.50 Cum 873.50
2,769.55
Providing advance patch work using 45mm IRC size HBG chips for
making upto pot holes and patching of 80/100 grade bituminous mix
at the site and placed in the pot holes or in patches after trimming the
pot holes or depression to proper shape and depth side painting with
tack coat and compacting the layers as directed by the Departmental
officers etc., complete
Removing the picked up stuff Mazdoor -I (1.08*1/8=0.135)
Spreading the Bitumen for tack coat
Premixing the chips with hot bitumen in the drum mixer and laying of
Levelling and tamping the premix in the patches and pot holes rolling
Special tools such as wire brush
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F
Unit = Cum
Taking out put = 102.50 Cum
a)
0.52 Nos Mate 213.00 / day
10.00 Nos 185.00 / day
3.00 Nos 207.00 / day
Total - (a)
b)
6.00 Hour 11083.00 / Hour
1.10 Hour 357.00 / Hour
1.10 Hour 319.00 / Hour
6.00 Hour 2674.00 / Hour
6.00 Hour 647.00 / Hour
6.00 Hour 806.00 / Hour
6.21 Hour 310.00 / Hour
12.00 Hour 460.00 / Hour
6.00 Hour 679.00 / Hour
Total - (b)
c)
58.02 Cum 818.25 / Cum
58.02 Cum 460.75 / Cum
29.01 Cum 435.25 / Cum
7.425 tonne 40362.71 / tonne
Total - (a+b+c)
d) 12.50% on 492631.76 =
Total - (a+b+c+d)
102.50 Cum
cess 1.00%
Cum 5461.00 / Cum
Providing and laying bituminous macadam with 40-60 THP hot mix plant using crushed aggregates of g
table 500.4 premixed with bituminous binder, transported to site up to lead of 1000m, laid over a previou
surface with paver finisher to the required grade, level and alignment and rolled achieve the desired
clause 504.
Air compressor 210 cfm
Three wheeled 80-100 KN Static roller
Machinary
Paver finisher
Mazdoor UnSkilled
Skilled Mazdoor
Hrdralical broom at 1250 Sqm per
hour
Cost of 5 mm & below [20 %]
Cost of 25 - 10 mm [40 %]
Cost of bitumen 60/70 bulk
Cost of 10 - 5.0 mm [40 %]
Cost for
Cost for 1
BITUMINOUS MACADAM:GradingII Layer thickness 50-75mm
Over heads
Batch mix Hot mix plant 40-60 TPH at
40 tonne per hour
Labour
Generator 125 KVA
Material
Front end loader 1 cum bucket capacity
Vibratory roller 80-100 KN for
intermediate rolling
Tipper 5.50 cum 10 tonne capacity
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F
Unit = Sqm
Taking out put = 4000.00 Sqm
a)
0.52 Nos Mate 213.00 / day
10.00 Nos 185.00 / day
3.00 Nos 207.00 / day
Total - (a)
b)
6.00 Hour 11083.00 / Hour
6.00 Hour 647.00 / Hour
6.00 Hour 806.00 / Hour
3.64 Hour 310.00 / Hour
6.00 Hour 2674.00 / Hour
16.00 Hour 460.00 / Hour
Total - (b)
c)
108.00 Cum 605.65 / Cum
5.84 tonne 40362.71 / tonne
Total - (c)
Total - (a+b+c)
d) 12.5% on 403458.58 =
Total - (a+b+c+d)
Cost for 4000.00 Sqm
cess 1.00%
Sqm 114.61 / Sqm
Three wheeled 80-100 KN Static roller
Tipper 5.50 cum 10 tonne capacity
Paver finisher
az oor wor ng w t ,
mechanical broom aver roller
Generator 125 KVA
Front end loader 1 cum bucket capacity
HMP 30/40 t/hr
e az oor or c ec ng ne an
levels
Machinary
Labour
OPEN GRADED PREMIX SURFACING:
Providing, laying and rolling open grade premix surfacing of 20 mm thickness composed of 13.2 m
graded aggregates either using penetration graded bitumen or cut back bitumen or emulsion to required li
ans level to serve as wearing course on a previously prepared base, includiong mixing in a suitable plan
rolling with a smooth wheeled roller to acheieve the desired compaction specifications complete in all res
Cost of 60/70 bulk bitumen
Over heads
Cost of 13.2 - 5.6 mm
Cost for 1
Material
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F
Unit = Sqm
Taking out put = 7500.00 Sqm
a)
0.24 Nos Mate 213.00 / day
6.00 Nos 207.00 / day
Total - (a)
b)
6.00 Hour 2635.00 / Hour
6.00 hour 310.00 / hour
6.00 Hour 806.00 / Hour
6.00 Hour 1073.00 / Hour
15.00 Hour 460.00 / Hour
Total - (b)
c)
67.50 Cum 647.82 / Cum
7.35 tonne 40354.71 / tonne
Total - (c)
Total - (a+b+c)
d) 12.5% on 377471.90 =
Total - (a+b+c+d)
7500.00 Sqm
cess 1.00%
Sqm 57.19 / Sqm
SEAL COAT TYPE - A:
Labour
Mazdoor
Providing, laying Seal coat sealing the voids in a bituminous surface laid to specified levels, grade a
using type A seal coat on a previously prepared base, includiong mixing in a suitable plant, laying and r
smooth wheeled roller to acheieve the desired compaction complete in all respects.
Cost of 60/70 bulk bitumen
Hydraulic self propelled chip spreader
Rate per
Over heads
Cost for
Tipper 5.50 cum 10 tonne capacity
Machinary
Front end loader 1 cum bucket capacity
Bitumen pressure distributor at 1750
Sqm per hour
Three wheeled 80-100 KN Static roller
Material
Cost of 11.2 - 2.36 mm
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F
110.76
1850
621.00
2581.76
66498.00
392.70
350.90
16044.00
3882.00
4836.00
1925.10
5520.00
4074.00
103522.70
47474.87
26732.72
12626.60
299693.11
386527.30
492631.76
61578.97
554210.73
554210.73
5542.11
559752.84
ading as per
sly prepared
compaction
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F
110.76
1850.00
621.00
2581.76
66498.00
3882.00
4836.00
1128.40
16044.00
7360.00
99748.40
65410.20
235718.22
301128.42
403458.58
50432.32
453890.90
453890.90
4538.91
458429.81
to 5.5 mm
e and grade
, laying and
pects.
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F
51.12
1242.00
1293.12
15810.00
1860.00
4836.00
6438.00
6900.00
35844.00
43727.63
296607.15
340334.78
377471.90
47183.99
424655.89
424655.89
4246.56
428902.45
d cross fall
lling with a
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Lead Cost of onveyanc Total
Sl.No in km Materials charge
1 40 mm ISS metal 43 675.00 251.50 926.50
2 43 940.00 251.50 1191.50
3 43 641.00 251.50 892.50
6 Quarry fines 43 84.00 251.50 335.50
7 12 110.00 82.60 192.60
9 Add 5% storage charge 5397.55 5397.55
(i) Upto 3m depth
Unit = cum
Taking output = 10 cum
Labour
0.32 Mate 189.00 day 60.48
8.00 Mazdoor (Unskilled) 165.00 day 1320.00
1380.48
d) Overheads @ 12.5 % 172.56
Cost for 10 cum 1553.04
Rate per cum 155.30
2 Fillingin foundation trenches as per drawing and technical specification clause 305.3.9
and watering etc complete
(i) Upto 3m depth
Unit = cum
Taking output = 1 cum
Labour
0.01 Mate 189.00 day 1.89
0.30 Mazdoor (Unskilled) 165.00 day 49.50
51.39
(ii) Materials
1.20 Sand (assumiong 20% voids) 192.60 cum 231.12
1.00 Labour 51.39 51.39
sub total 282.51
d) Overheads @ 12.5 % 35.31
Rate per cum 317.82
Unit = cum
a) Material
0.250 cement 5397.55 mt 1349.39
0.48 Coarse sand 192.60 cum 92.45
0.576 40 mm aggregate 926.50 cum 533.66
0.288 20 mm aggregate 1191.50 cum 343.15
0.096 10 mm aggregate 892.50 cum 85.68
b) Labour
materials quarry
20 mm ISS metal
RATE ANALYSIS
THREE ROW PIPE CULVERT AT CH 0/8
COST OF MATERIALS
Kind of Name of
Name of work:-Improvements to Sivalayam- Ullianur to Kodambakkam Km 0/0-4/4
1.Earthwork excavation for structures as per drawing and technical specifications Clause 306.1 including
setting out construction of shoring and bracing removal of stumps and other deletories materials and disposal
3. Providing concrete for plain/reinforced concrete in open foundation as per drawings and technical
specicifications Clause ,802,803,1202 &1203
10 mm ISS metal
Sand for mortar
Cement
PCC grade M 10
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0.08 Mate 189.00 day 15.12
0.10 Mason (1st class) 291.00 day 29.10
1.63 Mazdoor (Unskilled) 165.00 day 268.95
0.27 Bhisti 165.00 day 44.55
c) Machinery
Mechanical concrete mixer
0.40 0.4/0.28 cum capacity fitted 188.00 hour 75.20
with water measuring deviceand preferably also with load
2837.25
d) Formwork @ 4% on cost of 113.49
material, labour and machinery (a+b+c)
2950.74
d) Overheads @ 12.5 % 368.84
Rate per cum 3319.58
Unit = cum
a) Material0.275 cement 5397.55 mt 1484.33
0.480 Coarse sand 192.60 cum 92.45
0.480 40 mm aggregate 926.50 cum 444.72
0.24 20 mm aggregate 1191.50 cum 285.96
0.08 10 mm aggregate 892.50 cum 71.40
b) Labour
0.08 Mate 189.00 day 15.12
0.10 Mason (1st class) 291.00 day 29.10
1.63 Mazdoor (Unskilled) 165.00 day 268.95
0.27 Bhisti 165.00 day 44.55
c) Machinery
Mechanical concrete mixer0.40 0.4/0.28 cum capacity fitted 188.00 hour 75.20
with water measuring device
and preferably also with load
2811.77
d) Formwork @ 4% on cost of 112.47
material, labour and machinery (a+b+c)
2924.25
d) Overheads @ 12.5 % 365.53
Rate per cum 3289.78
Unit = sqmOut put 10 sqm
a) Material
0.240 cement mortar 1:4 2422.56 mt 581.41
b) Labour
0.06 Mate 189.00 day 11.34
0.60 Mason (1st class) 291.00 day 174.60
0.60 Mazdoor (Unskilled) 165.00 day 99.00
0.30 Bhisti 165.00 day 49.50
915.85
PCC grade M 15
Sub total
5. 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
Sub total
3. Providing concrete for plain/reinforced concrete in open foundation as per drawings and technical
specicifications Clause ,802,803,1202 &120
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c) Overheads @ 12.5% on (a+b) 114.48
Rate per 10 sqm = a+b+c 1030.34
Rate per 103.03
Sub rate analysis for Cement mortar 1:4
Unit = cum
a) Material
0.38 Cement 5397.55 mt 2051.07
1.05 Sand 192.60 cum 202.23b) Labour
0.04 Mate 189.00 day 7.56
0.90 Mazdoor (Unskilled) 165.00 day 148.50
0.08 Bhisti 165.00 day 13.20
Total Material and labour = (a+b) 2422.56
b) Labour
0.09 Mate 189.00 day 17.01
0.25 Mason (1st Class) 291.00 day 72.75
2.00 Mazdoor (Unskilled) 165.00 day 330.00419.76
a) Material
0.04 Sand 192.60 cum 7.70
0.03 Cement 5397.55 Mt 161.93
7.50 RCC Pipe NP 3 2600.00 Rm 19500.00
1.00 Labour 419.76 419.76
20089.39
c) Overheads @ 12.5% on (a+b) 2511.17
Rate per 7.5 m = a+b+c 22600.56
Rate per metre 3013.41
Unit = cum
Out put 1.25 cum
a) Labour
0.03 Mate 189.00 day 5.67
0.75 Mazdoor (Unskilled) 165.00 day 123.75
b) Machinery
0.27 Tractor with trolly 336.95 90.98
220.40
c) Overheads @ 12.5% 27.55
Rate per 1.25 cum 247.95
Rate per 1 cum 198.36
7. Disnandling stone/brick masonry in cement masonry and carefully stascking the use full materials and
removed un wanted materials as directed by the departmental officers
6. Providing and laying RCC pipe NP 3 for culverts on first class bedding on granular material in single row
inclding fixing coller with cement mortar 1:2 excluding excavation protection works,back filling concrete and
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1 a)
b)
2 a)
b)
3
No
1
2
3 DE 1 100%
Head of PIU.
AE 1 100%
ADE 1 100%
Head of PIU.
LIST OF DPRs VERIFIED ON GROUND
DPRs seen on ground by DPR Nos % of Total number
FORMAT F- 9B
Certified that the DPR has been checked at site by
AE ADE DE
On date .
Divisional Engineer,
Certified that Land width for the Road is likely to be available as certified by the
Panchayats.
FORMAT F- 9A
Certified that no forest land is involved along the entire road way; or
Certified that the case for permission under Forest conservation Act has been moved to
the Forest Department on (Date)
BHARAT NIRMAN PROGRAMME PHASE - III
CERTIFICATE OF GROUND VERIFICATION FROM EXECUTIVE ENGINEER / HEAD PIU
Certified that the Land width for the Road is available and that no additional land is
required;or
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Type of
Proposal
Proposed
Length
Cost of
Pavement
No of CD
Works
Cost of CD
Works
Const. Maint.
1 ANNAGRAMAM U 1.000 #REF! - 0.000 #REF! 1.500
1.000 #REF! - 0.000 #REF! 1.500
*N- New Connectivity , U - Upgradation
Signature:
Name: Signature:
Designation: Name:
Signature: Signature:
Name: Name:
Signature:
Name:
Scrutinized By:
Rs.(lakhs)Rs.(lakhs)
Total Estimated cost of the Package Rs.(lakhs)
Prepared By :Technicaly Scritinized
Done By:
From
Checked By:
To
- , -
PACKAGE SUMMARY
DISTRICT : CUDDALORE
State : Tamil Nadu
Package No. : TN - 003 - 52
Total Estimated
Cost
Co-ordinator: STA
Sl
noName of Block
Name of Road
*N/U Km Rs.(lakhs) Nos.
Pakkiripalayam Road
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Package No. : TN - 003 - 52
Type of
Proposal
Proposed
Length
Cost of
Pavement
No of CD
Works
Cost of CD
Works
Const. Maint. Con
1 ANNAGRAMAMPakkiripalaya
m Road0 U 1.000 #REF! -- 0.000 #REF! 1.500 #RE
1.000 #REF! -- 0.000 #REF! 1.500 #RE
*N- New Connectivity , U - Upgradation
Signature:
Name: Signature:
Designation: Name:
Signature: Signature:
Name: Name:
Signature:
Name:
Prepared By :Technicaly Scritinized
Done By:
From *N/U Km Rs.(lakhs) Nos.
Scrutinized By:
Rs.(lakhs)
Checked By: Co-ordinator: STA
Total Estimated Cost
Sl no Name of Block
Name of Road
Rs.(lakhs)
Total Estimated cost of the Package Rs.(lakhs)
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) - VIII , BHARATH NIRMAN - PHASE III
PACKAGE SUMMARY
DISTRICT : CUDDALORE
State : Tamil Nadu
Avera
To
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Format - C
1 State : TamilNadu DISTRICT : CUDDALORE
2
3 Name of Road :
4 Total Length(Km.) 1.000 Km. 1.062 m -0.06 Km
5 Estimated Cost Rs. : #REF! Lakhs Cost Per Km : #REF! Lakhs
6 Type of Proposal : Up Gradation
Yes / No
Yes / No
Yes / No
2
1975
Yes / No
549
7 Yes / No
a. Carriage way
b. Road way
c. Road land width
In the Open Area
(m)
3.75 3.75
5.00 7.50
10.00 10.00
Age of the road given
Is it certified that there are n