sirugramam 07.11.12 final

7/27/2019 Sirugramam 07.11.12 Final

1/69

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


2/69

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


(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


3/69


Bell Mouth 4 20.00 1.200 0.200 19.20


3/6, 3/10 & 5/8

6 30.00 0.300 0.200 10.80


(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


3/6, 3/10 & 5/8

6 30.00 0.300 54.00


(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


(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


4/69


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


3/6, 3/10 & 5/8

6 30.00 0.300 0.050 2.70


(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..


5/69


Bell Mouth 4 20.00 1.200 96.00


3/6, 3/10 & 5/8

6 30.00 0.300 54.00


(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


6/69


Bell Mouth 4 20.00 1.200 96.00


6 30.00 0.300 54.00


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



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


7/69


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


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


8/69

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.


9/69

F-6


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


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


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.


10/69

F-6


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



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


11/69

F-6


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.


12/69

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


13/69

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


14/69

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


15/69

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


16/69

#REF!

#REF!

Total Cost of

Pavement

Rs.Lakhs


17/69

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


ROADS PROPOSED IN BHARAT NIRMAN FOR RURAL CONNECTIVITY (CD STRUCTURES) Format - 2


.N

o

Name

ofBlock

BlockCode

NameoftheRoad

Habitations

Connected/

Ben

ifited

ANNAGRAMAM

L051

Pakk

iripalayamR

oad

1.000 1


18/69

20

#REF!

#REF!

Total

Cost of

heRoad18+19)]


19/69

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


20/69

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




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)*


21/69

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


22/69

F 5

Block : ANNAGRAMAM


TYPICAL CROSS SECTION OF ROAD FOR UPGRADATION

3.75 m

7.50 m


EXISTING CRUST PROPOSED BITUMINIOUS MACADAM

50mm THICK + PC & SC 20mm THICK


23/69

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


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


24/69

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


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



25/69

26.63 cum 959.02

7

Bell Mouth 2 20.00 1.200 0.200 9.60


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.


26/69

9

Bell Mouth 2 20.00 1.200 48.00


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


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..


27/69

12

Bell Mouth 2 20.00 1.200 48.00

KM 0/000 - 1/000 1 1000.000 3.750 3750.00


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



801.


28/69

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


Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC: 8 fixing in



29/69

#

19 #

20 For preparation of DPR 6.100 Km 20000.00

21 Contingencies

#

#

Total Cost



30/69

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


Ch 3000-4000 2 1000.00 2.000 4000.00


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


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


31/69


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.


32/69


Add for curves 8 30.00 0.450 108.00

0.90/2

16808.00 sqm 72.14 1212529


33/69


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.


34/69


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


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.


35/69


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


Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC: 8




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.


36/69

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


37/69

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


Metal To C.M.P Site


Lead Chart


38/69

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


Km 0/0 - 1/0

Madhavaram - Red Hills Road Km 0/0 - 4/6

Bitumen at CMP Site



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



Alagappasamuthiram Road Km 0/0 - 2/8


39/69

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



Chennai - Bangalore Road Km 34/8 - 41/74

Emulsion from Irungattukottai to Work Site


40/69

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


41/69

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


42/69

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


43/69

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


44/69

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


Dozer D-50 for spreading @ 200cum per hour

b)Machinary

Cost for

Over heads

Cost of gravel

Motor grader for grading @ 200cum per hour


45/69

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


46/69

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.


47/69

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


193.52

b) Machinery



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


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



48/69

11

Unit = sqm

Taking output = 1750 sqm

a) Labour

0.04 Mate 213.00 day 8.52


b) Machinery



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


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


49/69

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


50/69

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


51/69

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



Paver finisher

az oor wor ng w t ,

mechanical broom aver roller

Generator 125 KVA


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


52/69

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


Machinary


Bitumen pressure distributor at 1750

Sqm per hour


Material

Cost of 11.2 - 2.36 mm


53/69

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


54/69

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.


55/69

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


56/69

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


Labour

0.32 Mate 189.00 day 60.48


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


Labour

0.01 Mate 189.00 day 1.89


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


57/69

0.08 Mate 189.00 day 15.12

0.10 Mason (1st class) 291.00 day 29.10


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


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



0.27 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


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



0.30 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


58/69

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


0.08 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


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


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


59/69

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


60/69

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


State : Tamil Nadu


Total Estimated

Cost

Co-ordinator: STA

Sl

noName of Block

Name of Road

*N/U Km Rs.(lakhs) Nos.

Pakkiripalayam Road


61/69


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


State : Tamil Nadu

Avera

To


62/69

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

sirugramam 07.11.12 final

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