DARGA 0.4 -- 1.4.xlsx

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1 Name of Work :

2 :

3 Classification of Road : Other District Roads

4

a. G.O.Ms.No :

b. Nomenclature : Darga Road

c. Length : 1.000 Km

d. Amount of Sanction : Rs. 170.00Lakhs.

5

6 Change in Scope of Sanction if any : No

7 Amount of Estimate now prepared : Rs. 170.00 Lakhs

8

9 Revised Administrative Sanction if any : N.A

10

11

Whether the Estimate amount is with in

allowable limit of power of sanction of

competent authority

: Yes

CHECK LIST FOR ROAD WORKS FOR SCRUTINY AND SANCTION OF ESTIMATES

Widening and Improving from Two Lane

to Available Full width at Km 0 / 4 -- 1 / 4

of Dharga Road including Drain (ODR)

Name of Scheme Under which work is

taken up

Comprehensive Road Infrastructure

Development Programe 2013 -- 2014

Whether Administrative Sanction of

Government / Director of Highways

Department / Collector is Obtained

: Yes

G.O.Ms No. Highways (HN1)

Department Dated

Whether Nomenclature length amount

is as per G.O / A.S: Yes

Whether the following details are

enclosed site plan, index map &

alignment of road

: -

Whether L.S & C.S working drawing

data with quarry chat (quarry map

counter signed by concerned Executive

Engineer) detailed Estimate, Abstract

Estimate, Specification report etc., is

enclosed.

: Yes

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II) ALIGNMENT

1

2

3

4

5

6 What are the gradients adopted. : --

III) HYDRAULIC PARTICULARS FOR C.D. WORKS

1

2

3

4

5

6 Whether remedial is the seepage flow : --

7

Whether alternative alignment are

studied: Existing alignment followed

If so whether details of each alignment

their merits and demerits are given in

the estimate and only the best is

selected.

: --

Whether geological conditions have

been studied?: --

Is the alignment approved by

competent Authority: --

Whether the reference of the

benchmark, which has been used for

carrying out survey, is mentioned

whether permanent benchmark is also

indicated

: --

Are there any breaching sections in the

tanks, channesl etc., close to the

alignment proposals

: --

If it is realignment locate branches in

the existing road in the past?: --

Whether the following are correctly

fixed HFL / MFL / MWL along the road: --

Whether there are branches in the part

in the channels tanks / rivers due to

rains floods in the pest and it so any

special protection to be provided for

: --

Whether remedial measures are

proposed for 3 and 4 above: --

Note the level of water table

throughout out.: --

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IV) PAVEMENT

1

a.

b.

2

3

4

5

6

7

8

9

10

11

12

To what standards the road is formed

or improved MDR / ODR / SH / UR: SH

What is the traffic intensity that is

considered S or C Curve:

soil Test and B.B.D. Test are carried out as

per IRC 37 -- 2001 and IRC 81 -- 1997

respectively in widening and

strengthening area.

Are the standards adopted in all aspects

like width, side slope and right of way: Yes

Is the road earth suitable for

foundation? Whether the provision is

made for conveying good earth for

forming the approach if necessary

: Yes

Whether pavement is scientifically

designed base on soaked CBR value of

Sub Grade are Sub Base materials

: Yes

Whether L.S or C.S are taken at

specified intervals and quantity worked

out?

: Yes

Whether suitable camper and gradient

is provided?: Yes

Whether the road level has been fixed

corresponding to the bridge estimate if

any to the project and the reference

bench mark

: N.A

Whether the earth quality is approved

with reference to availability and

suitability? Whether provision made

for extra lead and lift for earth work?

: N.A

Whether approach alignment is

designed with suitable horizontal and

vertical curves

: Yes

Whether the WBM is for compacted

thickness? If so is 331 / 3% extra

collection provided for?

:

Whether soaked CBR value of the sub

grade in found out and pavement is

suitably designed?

: Yes

Whether suitable sub base of minimum

CBR of 20% is provided: Yes

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13

14

V) RATES

1

2

3

4

5

6

VI) OTHER ITEMS

1

a

b

c

IS adequate provision for LA made

whether land acquisition plan and

schedule are available?

: Yes

Whether the foundation earth work

reates included for bailing charges and

shuttering all labour materials etc.,

completed?

: N.A

Whether any provision made for a rate

removal of sand upto sill level withoutbailing?

: -

Whether suitable wearing course is

proposed: Yes

Whether current year rates adopted

:

Yes 2013 -- 14, with An extra 10% on

labour for the works in respect of chennai

city limit

Whether the rates for other items are

checked with reference to standard

data or approved date as the case may

be and the provisions are just and

adequate?

: Yes

Whether the estimate it provided with

adequate provision for the following

items

: --

Whether concrete rate is inclusive of

form work bailing out water etc., and

vibration charges

: -

Whether formation rate is inclusive of

compaction allowance and watering

and compaction etc., if so not based of

field tests

: -

Provision for Name Board and Sign

Board and Caution Board etc.,: Yes

Provision for land acquisition for the

following item?: Nil

Provision for cross drainage works if

any?: Nil

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I

1 1.000 Km

2 1.800 Km3 5.200 Km

4 2.500 Km

5 1.200 Km

6 1.000 Km

7 0.700 Km

13.400 Km

Or 13.000 Km

II

1 6.000 Km

2 8.000 Km

3 20.800 Km

4 3.400 Km

5 1.000 Km

6 0.700 Km

39.900 Km

Or 40.000 Km

III

1 6.000 Km

2 8.000 Km

3 20.000 Km

4 0.400 Km

5 0.500 Km

34.900 Km

Or 35.000 Km

DARGA ROAD AT KM 0 / 4 -- 1 / 4

METAL QUARRY : CHIKAKARAYAPURAM QUARRY TO CMP SITE

Cart Track

Kundrathur -- Kumaran Chavadi 3 / 8 -- 5 / 6

Pallavaram -- Kundrathur Road km 7 / 8 -- 2 / 6

BITUMEN LEAD : CPCL @ MANALI TO SITE

Manali to Tollgate km 0 / 0 -- 6 / 0

W.K.M. ( 1.000 / 2)

Pammal -- Thiruneermalai Road Km 0 / 0 -- 2 / 5

Darga Road Km 0 / 0 -- 0 / 4

Tollgate -- Parrys Km 8 / 0 -- 0 / 0

NH -- 45 Km 0 / 0 -- 20 / 0

Tollgate -- Parrys Km 8 / 0 -- 0 / 0

NH -- 45 Km 0 / 0 -- 20 / 8

Thiruneermalai Road Km 20 / 8 -- 24 / 2

Tambaram -- Thiruneermalai Road Km 0 / 0 -- 1 / 0

To CMP Site

Panchayat Road

Tambaram -- Thiruneermalai Road to CMP Site

To Site

BITUMEN LEAD : CPCL @ MANALI

Manali to Tollgate km 0 / 0 -- 6 / 0

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IV

1 2.000 Km

2 15.400 Km

3 10.800 Km

4 7.600 Km

5 0.400 Km

6 0.500 Km

36.700 Km

Or 37.000 Km

V

1 1.000 Km

2 1.800 Km

3 7.800 Km

4 0.200 Km

5 0.400 Km

6 0.500 Km

11.700 Km

Or 12.000 Km

VI

1 3.000 Km

2 39.000 Km

3 0.400 Km

4 0.500 Km

42.900 Km

Or 43.000 Km

METAL QUARRY : CHIKAKARAYAPURAM QUARRY

Cart Track

BITUMEN LEAD : EMULSION @ IRUNKATTUKOTTAI

Kundrathur -- Kumaran Chavadi 3 / 8 -- 5 / 6

Pallavaram -- Kundrathur Road 7 / 8 -- 0 / 0

NH -- 45 Km 19 / 8 -- 20 / 0

W.K.M 1.000 / 2

Cart Track 0 / 0 -- 2 / 0

Darga Road Km 0 / 0 -- 0 / 4

Darga Road Km 0 / 0 -- 0 / 4

Darga Road Km 0 / 0 -- 0 / 4

NH -- 45 Km 59 / 0 -- 20 / 0

W.K.M 1.000 / 2

SAND QUARRY : PALAR RIVER @ MANAPAKKAM

Manapakkam Road km 0 / 0 -- 3 / 0

NH -- 4 Km 34 / 8 -- 19 / 4

Mount -- Poonammallee Road km 10 / 8 -- 0 / 0

NH -- 45 Km 12 / 4 -- 20 / 0

W.K.M ( 1.000 / 2 )

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1

Left Side

1 x 1 16.01

( + 1.30 ) / 2

1 x 1 17.54

( + 1.00 ) / 2

1 x 1 17.54

( + 1.30 ) / 2

1 x 1 22.88

( + 1.70 ) / 2

1 x 1 25.16

( + 1.60 ) / 2

1 x 1 22.11

( + 1.30 ) / 2

1 x 1 40.41

( + 4.00 ) / 2

1 x 1 54.90

( + 3.20 ) / 2

1 x 1 34.31

( + 1.30 ) / 2

1 x 1 15.25

( + 0.70 ) / 2

1 x 1 11.44

( + 0.80 ) / 2

1 x 1 12.20

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing

on bank with all leads and lifts as per SS20B including cost of all labour materials, tools,

equipments and all incidental charges and sheeting, shoring and bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matter and obstructions, trimming

of bottom of excavation back filling, clearing up the site and disposal of all surplus materials

etc., complete as per standard specification for Boxing

Km 0 / 400 -- 0 / 425 1.0525.00 0.610

Km 0 / 425 -- 0 / 450 25.00 1.15

DETAILED ESTIMATE

NAME OF WORK : WIDENING AND IMPROVING FROM TWO LANE TO AVAILABLE FULL WIDTH

AT KM 0 / 4 -- 1 / 4 OF DHARGA ROAD INCLUDING DRAIN (ODR)

1.00

Km 0 / 475 -- 0 / 500 25.00 1.50 0.610

0.610

1.30

Km 0 / 450 -- 0 / 475 25.00 1.15 0.610

25.00 2.65 0.610

1.70

Km 0 / 525 -- 0 / 550 25.00 1.45 0.610

1.30

Km 0 / 500 -- 0 / 525 25.00 1.65 0.610

0.70

Km 0 / 675 -- 0 / 700 25.00 0.80 0.610

1.30

Km 0 / 650 -- 0 / 675 25.00 0.75 0.610

3.20

Km 0 / 625 -- 0 / 650 25.00 1.00 0.610

4.00

Km 0 / 600 -- 0 / 625 25.00 2.25 0.610

1.30

Km 0 / 575 -- 0 / 600 25.00 3.60 0.610

1.60

Km 0 / 550 -- 0 / 575

0.80

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( + 0.80 ) / 2

1 x 1 12.96

( + 0.90 ) / 2

1 x 1 14.87

( + 1.05 ) / 2

1 x 1 19.06

( + 1.45 ) / 2

1 x 1 48.80

( + 4.95 ) / 2

1 x 1 75.49

( + 4.95 ) / 2

1 x 1 73.20

( + 4.65 ) / 2

1 x 1 70.91

( + 4.65 ) / 2

1 x 1 73.20

( + 4.95 ) / 2

1 x 1 71.68

( + 4.45 ) / 2

1 x 1 62.53

( + 3.75 ) / 2

1 x 1 54.90

( + 3.45 ) / 2

1 x 1 54.14

( + 3.65 ) / 2

1 x 1 57.95

( + 3.95 ) / 2

1 x 1 48.80

( + 2.45 ) / 2

1 x 1 35.84

( + 2.25 ) / 2

1 x 1 17.16

( + 0.00 ) / 2

Km 0 / 775 -- 0 / 800 25.00 3.20 0.610

0.90

Km 0 / 750 -- 0 / 775 25.00 1.25 0.610

0.80

Km 0 / 725 -- 0 / 750 25.00 0.98 0.610

1.05

0.80

Km 0 / 700 -- 0 / 725 25.00 0.85 0.610

4.65

Km 0 / 875 -- 0 / 900 25.00 4.80 0.610

4.95

Km 0 / 850 -- 0 / 875 25.00 4.65 0.610

4.95

Km 0 / 825 -- 0 / 850 25.00 4.80 0.610

1.45

Km 0 / 800 -- 0 / 825 25.00 4.95 0.610

4.65

Km 0 / 900 -- 0 / 925 25.00 4.70 0.610

4.95

Km 0 / 925 -- 0 / 950 25.00 4.10 0.610

4.45

Km 0 / 950 -- 0 / 975 25.00 3.60 0.610

3.75

Km 0 / 975 -- 1 / 000 25.00 3.55 0.610

3.45

Km 1 / 000 -- 1 / 025 25.00 3.80 0.610

3.65

Km 1 / 025 -- 1 / 050 25.00 3.20 0.610

3.95

Km 1 / 050 -- 1 / 075 25.00 2.35 0.610

2.45

Km 1 / 075 -- 1 / 100 25.00 1.13 0.610

2.25

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1 x 1 22.49

( + 2.95 ) / 2

1 x 1 44.99

( + 2.95 ) / 2

1 x 1 42.70

( + 2.65 ) / 2

1 x 1 42.70

( + 2.95 ) / 2

1 x 1 57.95

( + 4.65 ) / 2

1 x 1 56.43

( + 2.75 ) / 2

1 x 1 20.97

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 15.25

( + 2.00 ) / 2

1 x 1 30.50

( + 2.00 ) / 2

1 x 1 34.31

( + 2.50 ) / 2

Right Side

1 x 1 7.63

( + 1.00 ) / 2

1 x 1 26.69

( + 2.50 ) / 2

1 x 1 32.79

( + 1.80 ) / 2

1 x 1 32.03

( + 2.40 ) / 2

Km 1 / 100 -- 1 / 125 25.00 1.48 0.610

0.00

Km 1 / 125 -- 1 / 150 25.00 2.95 0.610

2.95

Km 1 / 150 -- 1 / 175 25.00 2.80 0.610

2.95

Km 1 / 175 -- 1 / 200 25.00 2.80 0.610

2.65

Km 1 / 200 -- 1 / 225 25.00 3.80 0.610

2.95

Km 1 / 225 -- 1 / 250 25.00 3.70 0.610

4.65

Km 1 / 250 -- 1 / 275 25.00 1.38 0.610

2.75

Km 1 / 275 -- 1 / 300 25.00 0.00 0.610

0.00

Km 1 / 300 -- 1 / 325 25.00 0.00 0.610

0.00

Km 1 / 325 -- 1 / 350 25.00 1.00 0.610

0.00

Km 1 / 350 -- 1 / 375 25.00 2.00 0.610

2.00

Km 1 / 375 -- 1 / 400 25.00 2.25 0.610

2.00

Km 0 / 400 -- 0 / 425 25.00 0.50 0.610

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 0.610

1.00

Km 0 / 450 -- 0 / 475 25.00 2.15 0.610

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 0.610

1.80

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1 x 1 38.89

( + 2.70 ) / 2

1 x 1 40.41

( + 2.60 ) / 2

1 x 1 38.89

( + 2.50 ) / 2

1 x 1 41.94

( + 3.00 ) / 2

1 x 1 49.56

( + 3.50 ) / 2

1 x 1 52.61

( + 3.40 ) / 2

1 x 1 44.99

( + 2.50 ) / 2

1 x 1 29.74

( + 1.40 ) / 2

1 x 1 37.36

( + 3.50 ) / 2

1 x 1 42.70

( + 2.10 ) / 2

1 x 1 26.69

( + 1.40 ) / 2

1 x 1 22.11

( + 1.50 ) / 2

1 x 1 22.11

( + 1.40 ) / 2

1 x 1 23.64

( + 1.70 ) / 2

1 x 1 25.93

( + 1.70 ) / 2

1 x 1 28.21

( + 2.00 ) / 2

1 x 1 30.50

Km 0 / 500 -- 0 / 525 25.00 2.55 0.610

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 0.610

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 0.610

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75 0.610

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 0.610

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 0.610

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 0.610

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 0.610

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 0.610

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 0.610

3.50

Km 0 / 750 -- 0 / 775 25.00 1.75 0.610

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 0.610

1.40

Km 0 / 800 -- 0 / 825 25.00 1.45 0.610

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 0.610

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 0.610

1.70

Km 0 / 875 -- 0 / 900 25.00 1.85 0.610

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 0.610

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( + 2.00 ) / 2

1 x 1 28.21

( + 1.70 ) / 2

1 x 1 23.64

( + 1.40 ) / 2

1 x 1 23.64

( + 1.70 ) / 2

1 x 1 28.21

( + 2.00 ) / 2

1 x 1 26.69

( + 1.50 ) / 2

1 x 1 30.50

( + 2.50 ) / 2

1 x 1 38.13

( + 2.50 ) / 2

1 x 1 35.08

( + 2.10 ) / 2

1 x 1 31.26

( + 2.00 ) / 2

1 x 1 34.31

( + 2.50 ) / 2

1 x 1 38.13

( + 2.50 ) / 2

1 x 1 43.46

( + 3.20 ) / 2

1 x 1 48.80

( + 3.20 ) / 2

1 x 1 51.09

( + 3.50 ) / 2

1 x 1 34.31

( + 1.00 ) / 2

1 x 1 16.78

( + 1.20 ) / 2

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 0.610

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 0.610

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 0.610

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 0.610

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 0.610

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 0.610

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 0.610

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 0.610

2.50

Km 1 / 125 -- 1 / 150 25.00 2.05 0.610

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 0.610

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 0.610

2.50

Km 1 / 200 -- 1 / 225 25.00 2.85 0.610

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 0.610

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 0.610

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 0.610

3.50

Km 1 / 300 -- 1 / 325 25.00 1.10 0.610

1.00

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1 x 1 16.78

( + 1.00 ) / 2

1 x 1 20.59

( + 1.70 ) / 2

1 x 1 21.35

( + 1.10 ) / 2

2735.91

2736

Cum

2

Left Side

1 x 1 8.66

( + 1.30 ) / 2

1 x 1 9.49

( + 1.00 ) / 2

1 x 1 9.49

( + 1.30 ) / 2

1 x 1 12.38

( + 1.70 ) / 2

1 x 1 13.61

( + 1.60 ) / 2

1 x 1 11.96

( + 1.30 ) / 2

1 x 1 21.86

( + 4.00 ) / 2

1 x 1 29.70

( + 3.20 ) / 2

1 x 1 18.56

( + 1.30 ) / 2

1 x 1 8.25

( + 0.70 ) / 2

1.30

Km 0 / 500 -- 0 / 525 25.00 1.65 0.330

Providing and Laying Granular Sub Base as per table Nos. 400 -- 1 / 400 -- 2 and grading I of

MORTH -- Revision IV with coarse graded material or any other granular material or

combination these of for 230mm thick to give a CBR of 30 on prepared sub -- grade in

accordance with the requirements of the specifications.

1.70

Km 0 / 525 -- 0 / 550 25.00 1.45 0.330

1.60

Km 0 / 550 -- 0 / 575 25.00 2.65

Or

0.330

1.30

Km 0 / 575 -- 0 / 600 25.00 3.60 0.330

4.00

Km 0 / 600 -- 0 / 625 25.00 2.25 0.330

3.20

Km 0 / 625 -- 0 / 650 25.00

Km 1 / 325 -- 1 / 350 25.00 1.10 0.610

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 0.610

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 0.610

1.70

Km 0 / 400 -- 0 / 425 25.00 1.05 0.330

0.80

Km 0 / 425 -- 0 / 450 25.00 1.15 0.330

1.30

Km 0 / 450 -- 0 / 475 25.00 1.15 0.330

1.00

Km 0 / 475 -- 0 / 500 25.00 1.50 0.330

Total

1.00 0.330

1.30

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1 x 1 6.19

( + 0.80 ) / 2

1 x 1 6.60

( + 0.80 ) / 2

1 x 1 7.01

( + 0.90 ) / 2

1 x 1 8.04

( + 1.05 ) / 2

1 x 1 10.31

( + 1.45 ) / 2

1 x 1 26.40

( + 4.95 ) / 2

1 x 1 40.84

( + 4.95 ) / 2

1 x 1 39.60

( + 4.65 ) / 2

1 x 1 38.36

( + 4.65 ) / 2

1 x 1 39.60

( + 4.95 ) / 2

1 x 1 38.78

( + 4.45 ) / 2

1 x 1 33.83

( + 3.75 ) / 2

1 x 1 29.70

( + 3.45 ) / 2

1 x 1 29.29

( + 3.65 ) / 2

1 x 1 31.35

( + 3.95 ) / 2

1 x 1 26.40

( + 2.45 ) / 2

1 x 1 19.39

Km 0 / 800 -- 0 / 825 25.00 4.95 0.330

4.95

Km 0 / 825 -- 0 / 850 25.00 4.80 0.330

4.95

Km 0 / 650 -- 0 / 675 25.00 0.75 0.330

0.70

Km 0 / 675 -- 0 / 700 25.00 0.80 0.330

0.80

Km 0 / 700 -- 0 / 725 25.00

1.45

0.85 0.330

0.80

Km 0 / 725 -- 0 / 750 25.00 0.98 0.330

0.90

Km 0 / 750 -- 0 / 775 25.00 1.25 0.330

1.05

Km 0 / 775 -- 0 / 800 25.00 3.20 0.330

Km 0 / 850 -- 0 / 875 25.00 4.65 0.330

4.65

Km 0 / 875 -- 0 / 900 25.00 4.80 0.330

4.65

Km 0 / 900 -- 0 / 925 25.00 4.70 0.330

4.95

Km 0 / 925 -- 0 / 950 25.00 4.10 0.330

4.45

Km 0 / 950 -- 0 / 975 25.00 3.60 0.330

3.75

Km 0 / 975 -- 1 / 000 25.00 3.55 0.330

3.45

Km 1 / 000 -- 1 / 025 25.00 3.80 0.330

3.65

Km 1 / 025 -- 1 / 050 25.00 3.20 0.330

3.95

Km 1 / 050 -- 1 / 075 25.00 2.35 0.330

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( + 2.25 ) / 2

1 x 1 9.28

( + 0.00 ) / 2

1 x 1 12.17

( + 2.95 ) / 2

1 x 1 24.34

( + 2.95 ) / 2

1 x 1 23.10

( + 2.65 ) / 2

1 x 1 23.10

( + 2.95 ) / 2

1 x 1 31.35

( + 4.65 ) / 2

1 x 1 30.53

( + 2.75 ) / 2

1 x 1 11.34

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 8.25

( + 2.00 ) / 2

1 x 1 16.50

( + 2.00 ) / 2

1 x 1 18.56

( + 2.50 ) / 2

Right Side

1 x 1 4.13

( + 1.00 ) / 2

1 x 1 14.44

( + 2.50 ) / 2

1 x 1 17.74

2.45

Km 1 / 075 -- 1 / 100 25.00 1.13 0.330

2.25

Km 1 / 100 -- 1 / 125 25.00 1.48 0.330

0.00

Km 1 / 125 -- 1 / 150 25.00 2.95 0.330

2.95

Km 1 / 150 -- 1 / 175 25.00 2.80 0.330

2.95

Km 1 / 175 -- 1 / 200 25.00 2.80 0.330

2.65

Km 1 / 200 -- 1 / 225 25.00 3.80 0.330

2.95

Km 1 / 225 -- 1 / 250 25.00 3.70 0.330

4.65

Km 1 / 250 -- 1 / 275 25.00 1.38 0.330

2.75

Km 1 / 275 -- 1 / 300 25.00 0.00 0.330

0.00

Km 1 / 300 -- 1 / 325 25.00 0.00 0.330

0.00

Km 1 / 325 -- 1 / 350 25.00 1.00 0.330

0.00

Km 1 / 350 -- 1 / 375 25.00 2.00 0.330

2.00

Km 1 / 375 -- 1 / 400 25.00 2.25 0.330

2.00

Km 0 / 400 -- 0 / 425 25.00 0.50 0.330

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 0.330

1.00

Km 0 / 450 -- 0 / 475 25.00 2.15 0.330

7/27/2019 DARGA 0.4 -- 1.4.xlsx

15/67

( + 1.80 ) / 2

1 x 1 17.33

( + 2.40 ) / 2

1 x 1 21.04

( + 2.70 ) / 2

1 x 1 21.86

( + 2.60 ) / 2

1 x 1 21.04

( + 2.50 ) / 2

1 x 1 22.69

( + 3.00 ) / 2

1 x 1 26.81

( + 3.50 ) / 2

1 x 1 28.46

( + 3.40 ) / 2

1 x 1 24.34

( + 2.50 ) / 2

1 x 1 16.09

( + 1.40 ) / 2

1 x 1 20.21

( + 3.50 ) / 2

1 x 1 23.10

( + 2.10 ) / 2

1 x 1 14.44

( + 1.40 ) / 2

1 x 1 11.96

( + 1.50 ) / 2

1 x 1 11.96

( + 1.40 ) / 2

1 x 1 12.79

( + 1.70 ) / 2

1 x 1 14.03

( + 1.70 ) / 2

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 0.330

1.80

Km 0 / 500 -- 0 / 525 25.00 2.55 0.330

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 0.330

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 0.330

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75 0.330

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 0.330

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 0.330

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 0.330

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 0.330

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 0.330

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 0.330

3.50

Km 0 / 750 -- 0 / 775 25.00 1.75 0.330

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 0.330

1.40

Km 0 / 800 -- 0 / 825 25.00 1.45 0.330

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 0.330

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 0.330

1.70

7/27/2019 DARGA 0.4 -- 1.4.xlsx

16/67

1 x 1 15.26

( + 2.00 ) / 2

1 x 1 16.50

( + 2.00 ) / 2

1 x 1 15.26

( + 1.70 ) / 2

1 x 1 12.79

( + 1.40 ) / 2

1 x 1 12.79

( + 1.70 ) / 2

1 x 1 15.26

( + 2.00 ) / 2

1 x 1 14.44

( + 1.50 ) / 2

1 x 1 16.50

( + 2.50 ) / 2

1 x 1 20.63

( + 2.50 ) / 2

1 x 1 18.98

( + 2.10 ) / 2

1 x 1 16.91

( + 2.00 ) / 2

1 x 1 18.56

( + 2.50 ) / 2

1 x 1 20.63

( + 2.50 ) / 2

1 x 1 23.51

( + 3.20 ) / 2

1 x 1 26.40

( + 3.20 ) / 2

1 x 1 27.64

( + 3.50 ) / 2

1 x 1 18.56

Km 0 / 875 -- 0 / 900 25.00 1.85 0.330

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 0.330

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 0.330

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 0.330

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 0.330

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 0.330

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 0.330

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 0.330

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 0.330

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 0.330

2.50

Km 1 / 125 -- 1 / 150 25.00 2.05 0.330

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 0.330

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 0.330

2.50

Km 1 / 200 -- 1 / 225 25.00 2.85 0.330

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 0.330

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 0.330

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 0.330

7/27/2019 DARGA 0.4 -- 1.4.xlsx

17/67

( + 1.00 ) / 2

1 x 1 9.08

( + 1.20 ) / 2

1 x 1 9.08

( + 1.00 ) / 2

1 x 1 11.14

( + 1.70 ) / 2

1 x 1 11.55

( + 1.10 ) / 2

1480.10

1481

Cum

3

Left Side

1 x 1 6.56

( + 1.30 ) / 2

1 x 1 7.19

( + 1.00 ) / 2

1 x 1 7.19

( + 1.30 ) / 2

1 x 1 9.38

( + 1.70 ) / 2

1 x 1 10.31

( + 1.60 ) / 2

1 x 1 9.06

( + 1.30 ) / 2

1 x 1 16.56

( + 4.00 ) / 2

Providing and laying Wet Mix Macadam base course of 250 mm compacted thickness in two

layers of 125mm thick or else as specified on the proposed sub base with graded stone

aggregate and granular materials of quantity size and grading in layers as specified including

mixing in base mix plant, spreading in un uniform layer with motor grader and compaction

with vibrating rollers of 80 to 100 KN static weight and fine dressing to required frade and

cross slope as shown on the drawing equipement a per Technical Specification Clause 406

25.00 1.45 0.250

1.60

Km 0 / 550 -- 0 / 575 25.00 2.65 0.250

1.30

1.70

Km 0 / 525 -- 0 / 550

1.65 0.250

1.30

Km 0 / 450 -- 0 / 475 25.00 1.15 0.250

1.00

Km 0 / 475 -- 0 / 500 25.00 1.50 0.250

1.30

Km 0 / 500 -- 0 / 525 25.00

3.50

Km 1 / 300 -- 1 / 325 25.00 1.10 0.330

1.00

Km 1 / 325 -- 1 / 350 25.00 1.10 0.330

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 0.330

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 0.330

1.70

Km 0 / 400 -- 0 / 425 25.00 1.05 0.250

0.80

Km 0 / 425 -- 0 / 450 25.00 1.15 0.250

Total

Or

7/27/2019 DARGA 0.4 -- 1.4.xlsx

18/67

1 x 1 22.50

( + 3.20 ) / 2

1 x 1 14.06

( + 1.30 ) / 2

1 x 1 6.25

( + 0.70 ) / 2

1 x 1 4.69

( + 0.80 ) / 2

1 x 1 5.00

( + 0.80 ) / 2

1 x 1 5.31

( + 0.90 ) / 2

1 x 1 6.09

( + 1.05 ) / 2

1 x 1 7.81

( + 1.45 ) / 2

1 x 1 20.00

( + 4.95 ) / 2

1 x 1 30.94

( + 4.95 ) / 2

1 x 1 30.00

( + 4.65 ) / 2

1 x 1 29.06

( + 4.65 ) / 2

1 x 1 30.00

( + 4.95 ) / 2

1 x 1 29.38

( + 4.45 ) / 2

1 x 1 25.63

( + 3.75 ) / 2

1 x 1 22.50

( + 3.45 ) / 2

1 x 1 22.19

3.60 0.250

4.00

0.75 0.250

0.70

Km 0 / 675 -- 0 / 700 25.00 0.80 0.250

0.80

0.250

1.05

Km 0 / 775 -- 0 / 800

4.65

Km 0 / 875 -- 0 / 900 25.00 4.80 0.250

Km 0 / 700 -- 0 / 725 25.00 0.85 0.250

0.80

Km 0 / 575 -- 0 / 600 25.00

Km 0 / 650 -- 0 / 675 25.00

25.00 3.20 0.250

1.45

Km 0 / 600 -- 0 / 625 25.00 2.25 0.250

3.20

Km 0 / 625 -- 0 / 650 25.00 1.00 0.250

1.30

Km 0 / 725 -- 0 / 750 25.00 0.98 0.250

0.90

Km 0 / 750 -- 0 / 775 25.00 1.25

Km 0 / 900 -- 0 / 925 25.00 4.70 0.250

4.95

Km 0 / 925 -- 0 / 950 25.00 4.10 0.250

4.45

Km 0 / 950 -- 0 / 975 25.00

Km 0 / 800 -- 0 / 825 25.00 4.95 0.250

4.95

Km 0 / 825 -- 0 / 850 25.00 4.80 0.250

4.95

Km 0 / 850 -- 0 / 875 25.00 4.65 0.250

3.60 0.250

3.75

4.65

Km 0 / 975 -- 1 / 000 25.00 3.55 0.250

7/27/2019 DARGA 0.4 -- 1.4.xlsx

19/67

( + 3.65 ) / 2

1 x 1 23.75

( + 3.95 ) / 2

1 x 1 20.00

( + 2.45 ) / 2

1 x 1 14.69

( + 2.25 ) / 2

1 x 1 7.03

( + 0.00 ) / 2

1 x 1 9.22

( + 2.95 ) / 2

1 x 1 18.44

( + 2.95 ) / 2

1 x 1 17.50

( + 2.65 ) / 2

1 x 1 17.50

( + 2.95 ) / 2

1 x 1 23.75

( + 4.65 ) / 2

1 x 1 23.13

( + 2.75 ) / 2

1 x 1 8.59

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 6.25

( + 2.00 ) / 2

1 x 1 12.50

( + 2.00 ) / 2

1 x 1 14.06

( + 2.50 ) / 2

25.00 0.00 0.250

0.00

2.35 0.250

2.45

Km 1 / 075 -- 1 / 100 25.00 1.13 0.250

2.25

Km 1 / 300 -- 1 / 325 25.00 0.00 0.250

Km 1 / 100 -- 1 / 125 25.00 1.48 0.250

3.45

Km 1 / 000 -- 1 / 025 25.00 3.80 0.250

3.65

Km 1 / 025 -- 1 / 050 25.00 3.20 0.250

2.80 0.250

2.95

0.00

Km 1 / 125 -- 1 / 150 25.00 2.95 0.250

2.95

Km 1 / 150 -- 1 / 175 25.00

3.95

Km 1 / 050 -- 1 / 075 25.00

Km 1 / 175 -- 1 / 200 25.00 2.80 0.250

2.65

Km 1 / 200 -- 1 / 225 25.00 3.80 0.250

2.95

Km 1 / 225 -- 1 / 250 25.00 3.70 0.250

2.00 0.250

2.00

0.00

Km 1 / 325 -- 1 / 350 25.00 1.00 0.250

0.00

Km 1 / 350 -- 1 / 375 25.00

4.65

Km 1 / 250 -- 1 / 275 25.00 1.38 0.250

2.75

Km 1 / 275 -- 1 / 300

Km 1 / 375 -- 1 / 400 25.00 2.25 0.250

2.00

7/27/2019 DARGA 0.4 -- 1.4.xlsx

20/67

Right Side

1 x 1 3.13

( + 1.00 ) / 2

1 x 1 10.94

( + 2.50 ) / 2

1 x 1 13.44

( + 1.80 ) / 2

1 x 1 13.13

( + 2.40 ) / 2

1 x 1 15.94

( + 2.70 ) / 2

1 x 1 16.56

( + 2.60 ) / 2

1 x 1 15.94

( + 2.50 ) / 2

1 x 1 17.19

( + 3.00 ) / 2

1 x 1 20.31

( + 3.50 ) / 2

1 x 1 21.56

( + 3.40 ) / 2

1 x 1 18.44

( + 2.50 ) / 2

1 x 1 12.19

( + 1.40 ) / 2

1 x 1 15.31

( + 3.50 ) / 2

1 x 1 17.50

( + 2.10 ) / 2

1 x 1 10.94

( + 1.40 ) / 2

1 x 1 9.06

( + 1.50 ) / 2

2.15 0.250

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 0.250

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 0.250

1.80

Km 0 / 500 -- 0 / 525 25.00 2.55 0.250

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 0.250

Km 0 / 400 -- 0 / 425 25.00 0.50 0.250

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 0.250

1.00

Km 0 / 450 -- 0 / 475 25.00

0.250

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 0.250

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 0.250

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 0.250

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 0.250

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 0.250

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 0.250

3.50

Km 0 / 750 -- 0 / 775 25.00 1.75 0.250

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 0.250

1.40

7/27/2019 DARGA 0.4 -- 1.4.xlsx

21/67

1 x 1 9.06

( + 1.40 ) / 2

1 x 1 9.69

( + 1.70 ) / 2

1 x 1 10.63

( + 1.70 ) / 2

1 x 1 11.56

( + 2.00 ) / 2

1 x 1 12.50

( + 2.00 ) / 2

1 x 1 11.56

( + 1.70 ) / 2

1 x 1 9.69

( + 1.40 ) / 2

1 x 1 9.69

( + 1.70 ) / 2

1 x 1 11.56

( + 2.00 ) / 2

1 x 1 10.94

( + 1.50 ) / 2

1 x 1 12.50

( + 2.50 ) / 2

1 x 1 15.63

( + 2.50 ) / 2

1 x 1 14.38

( + 2.10 ) / 2

1 x 1 12.81

( + 2.00 ) / 2

1 x 1 14.06

( + 2.50 ) / 2

1 x 1 15.63

( + 2.50 ) / 2

1 x 1 17.81

Km 0 / 800 -- 0 / 825 25.00 1.45 0.250

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 0.250

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 0.250

1.70

Km 0 / 875 -- 0 / 900 25.00 1.85 0.250

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 0.250

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 0.250

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 0.250

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 0.250

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 0.250

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 0.250

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 0.250

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 0.250

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 0.250

2.50

Km 1 / 125 -- 1 / 150 25.00 2.05 0.250

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 0.250

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 0.250

2.50

Km 1 / 200 -- 1 / 225 25.00 2.85 0.250

7/27/2019 DARGA 0.4 -- 1.4.xlsx

22/67

( + 3.20 ) / 2

1 x 1 20.00

( + 3.20 ) / 2

1 x 1 20.94

( + 3.50 ) / 2

1 x 1 14.06

( + 1.00 ) / 2

1 x 1 6.88

( + 1.20 ) / 2

1 x 1 6.88

( + 1.00 ) / 2

1 x 1 8.44

( + 1.70 ) / 2

1 x 1 8.75

( + 1.10 ) / 2

1121.30

1122

Cum

4

Left Side

1 x 1 26.25

( + 1.30 ) / 2

1 x 1 28.75

( + 1.00 ) / 2

1 x 1 28.75

( + 1.30 ) / 2

1 x 1 37.50

( + 1.70 ) / 2

1 x 1 41.25

( + 1.60 ) / 2

Providing and laying of Prime Coat using Bituminous Emulsion at the rate of 7.00 kg per ten

square meter over the WMM surface preparatory to another bituminous construction over it.

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 0.250

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 0.250

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 0.250

3.50

Km 1 / 300 -- 1 / 325 25.00 1.10 0.250

1.00

Km 1 / 325 -- 1 / 350 25.00 1.10 0.250

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 0.250

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 0.250

1.70

Km 0 / 400 -- 0 / 425 25.00 1.05 -

Total

Or

-

1.00

Km 0 / 475 -- 0 / 500 25.00 1.50 -

0.80

Km 0 / 425 -- 0 / 450 25.00 1.15 -

1.30

Km 0 / 450 -- 0 / 475 25.00 1.15

1.30

Km 0 / 500 -- 0 / 525 25.00 1.65 -

1.70

7/27/2019 DARGA 0.4 -- 1.4.xlsx

23/67

1 x 1 36.25

( + 1.30 ) / 2

1 x 1 66.25

( + 4.00 ) / 2

1 x 1 90.00

( + 3.20 ) / 2

1 x 1 56.25

( + 1.30 ) / 2

1 x 1 25.00

( + 0.70 ) / 2

1 x 1 18.75

( + 0.80 ) / 2

1 x 1 20.00

( + 0.80 ) / 2

1 x 1 21.25

( + 0.90 ) / 2

1 x 1 24.38

( + 1.05 ) / 2

1 x 1 31.25

( + 1.45 ) / 2

1 x 1 80.00

( + 4.95 ) / 2

1 x 1 123.75

( + 4.95 ) / 2

1 x 1 120.00

( + 4.65 ) / 2

1 x 1 116.25

( + 4.65 ) / 2

1 x 1 120.00

( + 4.95 ) / 2

1 x 1 117.50

( + 4.45 ) / 2

1 x 1 102.50

Km 0 / 525 -- 0 / 550 25.00 1.45 -

1.60

Km 0 / 550 -- 0 / 575 25.00 2.65 -

1.30

Km 0 / 575 -- 0 / 600 25.00 3.60 -

4.00

Km 0 / 600 -- 0 / 625 25.00 2.25 -

3.20

Km 0 / 625 -- 0 / 650 25.00 1.00 -

1.30

Km 0 / 650 -- 0 / 675 25.00 0.75 -

0.70

Km 0 / 675 -- 0 / 700 25.00 0.80 -

0.80

Km 0 / 700 -- 0 / 725 25.00 0.85 -

0.80

Km 0 / 725 -- 0 / 750 25.00 0.98 -

0.90

Km 0 / 750 -- 0 / 775 25.00 1.25 -

1.05

Km 0 / 775 -- 0 / 800 25.00 3.20 -

1.45

Km 0 / 800 -- 0 / 825 25.00 4.95 -

4.95

Km 0 / 825 -- 0 / 850 25.00 4.80 -

4.95

Km 0 / 850 -- 0 / 875 25.00 4.65 -

4.65

Km 0 / 875 -- 0 / 900 25.00 4.80 -

4.65

Km 0 / 900 -- 0 / 925 25.00 4.70 -

4.95

Km 0 / 925 -- 0 / 950 25.00 4.10 -

7/27/2019 DARGA 0.4 -- 1.4.xlsx

24/67

7/27/2019 DARGA 0.4 -- 1.4.xlsx

25/67

1 x 1 50.00

( + 2.00 ) / 2

1 x 1 56.25

( + 2.50 ) / 2

Right Side

1 x 1 12.50

( + 1.00 ) / 2

1 x 1 43.75

( + 2.50 ) / 2

1 x 1 53.75

( + 1.80 ) / 2

1 x 1 52.50

( + 2.40 ) / 2

1 x 1 63.75

( + 2.70 ) / 2

1 x 1 66.25

( + 2.60 ) / 2

1 x 1 63.75

( + 2.50 ) / 2

1 x 1 68.75

( + 3.00 ) / 2

1 x 1 81.25

( + 3.50 ) / 2

1 x 1 86.25

( + 3.40 ) / 2

1 x 1 73.75

( + 2.50 ) / 2

1 x 1 48.75

( + 1.40 ) / 2

1 x 1 61.25

( + 3.50 ) / 2

1 x 1 70.00

( + 2.10 ) / 2

Km 1 / 350 -- 1 / 375 25.00 2.00 -

2.00

Km 1 / 375 -- 1 / 400 25.00 2.25 -

2.00

Km 0 / 400 -- 0 / 425 25.00 0.50 -

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 -

1.00

Km 0 / 450 -- 0 / 475 25.00 2.15 -

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 -

1.80

Km 0 / 500 -- 0 / 525 25.00 2.55 -

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 -

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 -

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75 -

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 -

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 -

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 -

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 -

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 -

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 -

3.50

7/27/2019 DARGA 0.4 -- 1.4.xlsx

26/67

1 x 1 43.75

( + 1.40 ) / 2

1 x 1 36.25

( + 1.50 ) / 2

1 x 1 36.25

( + 1.40 ) / 2

1 x 1 38.75

( + 1.70 ) / 2

1 x 1 42.50

( + 1.70 ) / 2

1 x 1 46.25

( + 2.00 ) / 2

1 x 1 50.00

( + 2.00 ) / 2

1 x 1 46.25

( + 1.70 ) / 2

1 x 1 38.75

( + 1.40 ) / 2

1 x 1 38.75

( + 1.70 ) / 2

1 x 1 46.25

( + 2.00 ) / 2

1 x 1 43.75

( + 1.50 ) / 2

1 x 1 50.00

( + 2.50 ) / 2

1 x 1 62.50

( + 2.50 ) / 2

1 x 1 57.50

( + 2.10 ) / 2

1 x 1 51.25

( + 2.00 ) / 2

1 x 1 56.25

Km 0 / 750 -- 0 / 775 25.00 1.75 -

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 -

1.40

Km 0 / 800 -- 0 / 825 25.00 1.45 -

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 -

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 -

1.70

Km 0 / 875 -- 0 / 900 25.00 1.85 -

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 -

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 -

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 -

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 -

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 -

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 -

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 -

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 -

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 -

2.50

Km 1 / 125 -- 1 / 150 25.00 2.05 -

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 -

7/27/2019 DARGA 0.4 -- 1.4.xlsx

27/67

( + 2.50 ) / 2

1 x 1 62.50

( + 2.50 ) / 2

1 x 1 71.25

( + 3.20 ) / 2

1 x 1 80.00

( + 3.20 ) / 2

1 x 1 83.75

( + 3.50 ) / 2

1 x 1 56.25

( + 1.00 ) / 2

1 x 1 27.50

( + 1.20 ) / 2

1 x 1 27.50

( + 1.00 ) / 2

1 x 1 33.75

( + 1.70 ) / 2

1 x 1 35.00

( + 1.10 ) / 2

4485.02

4486

Cum

5

Left Side

1 x 1 26.25

( + 1.30 ) / 2

1 x 1 28.75

( + 1.00 ) / 2

1 x 1 28.75

( + 1.30 ) / 2

1 x 1 37.50

Providing and laying of Tack Coat using Bulk Bitumen VG 10 at the rate of 3.50 kg per ten

square meter over the WMM surface treated with primer preparatory to another bituminous

construction over it.

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 -

2.50

Km 1 / 200 -- 1 / 225 25.00 2.85 -

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 -

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 -

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 -

3.50

Km 1 / 300 -- 1 / 325 25.00 1.10 -

1.00

Km 1 / 325 -- 1 / 350 25.00 1.10 -

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 -

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 -

1.70

Km 0 / 400 -- 0 / 425 25.00 1.05 -

0.80

Km 0 / 425 -- 0 / 450 25.00 1.15 -

Total

Or

-

1.30

Km 0 / 450 -- 0 / 475 25.00 1.15 -

1.00

Km 0 / 475 -- 0 / 500 25.00 1.50

7/27/2019 DARGA 0.4 -- 1.4.xlsx

28/67

( + 1.70 ) / 2

1 x 1 41.25

( + 1.60 ) / 2

1 x 1 36.25

( + 1.30 ) / 2

1 x 1 66.25

( + 4.00 ) / 2

1 x 1 90.00

( + 3.20 ) / 2

1 x 1 56.25

( + 1.30 ) / 2

1 x 1 25.00

( + 0.70 ) / 2

1 x 1 18.75

( + 0.80 ) / 2

1 x 1 20.00

( + 0.80 ) / 2

1 x 1 21.25

( + 0.90 ) / 2

1 x 1 24.38

( + 1.05 ) / 2

1 x 1 31.25

( + 1.45 ) / 2

1 x 1 80.00

( + 4.95 ) / 2

1 x 1 123.75

( + 4.95 ) / 2

1 x 1 120.00

( + 4.65 ) / 2

1 x 1 116.25

( + 4.65 ) / 2

1 x 1 120.00

( + 4.95 ) / 2

1.70

Km 0 / 525 -- 0 / 550 25.00 1.45 -

1.60

Km 0 / 550 -- 0 / 575 25.00 2.65

1.30

Km 0 / 500 -- 0 / 525 25.00 1.65 -

-

1.30

Km 0 / 575 -- 0 / 600 25.00 3.60 -

4.00

Km 0 / 600 -- 0 / 625 25.00 2.25 -

3.20

Km 0 / 625 -- 0 / 650 25.00 1.00 -

1.30

Km 0 / 650 -- 0 / 675 25.00 0.75 -

0.70

Km 0 / 675 -- 0 / 700 25.00 0.80 -

0.80

Km 0 / 700 -- 0 / 725 25.00 0.85 -

0.80

Km 0 / 725 -- 0 / 750 25.00 0.98 -

0.90

Km 0 / 750 -- 0 / 775 25.00 1.25 -

1.05

Km 0 / 775 -- 0 / 800 25.00 3.20 -

1.45

Km 0 / 800 -- 0 / 825 25.00 4.95 -

4.95

Km 0 / 825 -- 0 / 850 25.00 4.80 -

4.95

Km 0 / 850 -- 0 / 875 25.00 4.65 -

4.65

Km 0 / 875 -- 0 / 900 25.00 4.80 -

4.65

7/27/2019 DARGA 0.4 -- 1.4.xlsx

29/67

1 x 1 117.50

( + 4.45 ) / 2

1 x 1 102.50

( + 3.75 ) / 2

1 x 1 90.00

( + 3.45 ) / 2

1 x 1 88.75

( + 3.65 ) / 2

1 x 1 95.00

( + 3.95 ) / 2

1 x 1 80.00

( + 2.45 ) / 2

1 x 1 58.75

( + 2.25 ) / 2

1 x 1 28.13

( + 0.00 ) / 2

1 x 1 36.88

( + 2.95 ) / 2

1 x 1 73.75

( + 2.95 ) / 2

1 x 1 70.00

( + 2.65 ) / 2

1 x 1 70.00

( + 2.95 ) / 2

1 x 1 95.00

( + 4.65 ) / 2

1 x 1 92.50

( + 2.75 ) / 2

1 x 1 34.38

( + 0.00 ) / 2

1 x 1 0.00

( + 0.00 ) / 2

1 x 1 0.00

Km 0 / 900 -- 0 / 925 25.00 4.70 -

4.95

Km 0 / 925 -- 0 / 950 25.00 4.10 -

4.45

Km 0 / 950 -- 0 / 975 25.00 3.60 -

3.75

Km 0 / 975 -- 1 / 000 25.00 3.55 -

3.45

Km 1 / 000 -- 1 / 025 25.00 3.80 -

3.65

Km 1 / 025 -- 1 / 050 25.00 3.20 -

3.95

Km 1 / 050 -- 1 / 075 25.00 2.35 -

2.45

Km 1 / 075 -- 1 / 100 25.00 1.13 -

2.25

Km 1 / 100 -- 1 / 125 25.00 1.48 -

0.00

Km 1 / 125 -- 1 / 150 25.00 2.95 -

2.95

Km 1 / 150 -- 1 / 175 25.00 2.80 -

2.95

Km 1 / 175 -- 1 / 200 25.00 2.80 -

2.65

Km 1 / 200 -- 1 / 225 25.00 3.80 -

2.95

Km 1 / 225 -- 1 / 250 25.00 3.70 -

4.65

Km 1 / 250 -- 1 / 275 25.00 1.38 -

2.75

Km 1 / 275 -- 1 / 300 25.00 0.00 -

0.00

Km 1 / 300 -- 1 / 325 25.00 0.00 -

7/27/2019 DARGA 0.4 -- 1.4.xlsx

30/67

( + 0.00 ) / 2

1 x 1 25.00

( + 2.00 ) / 2

1 x 1 50.00

( + 2.00 ) / 2

1 x 1 56.25

( + 2.50 ) / 2

Right Side

1 x 1 12.50

( + 1.00 ) / 2

1 x 1 43.75

( + 2.50 ) / 2

1 x 1 53.75

( + 1.80 ) / 2

1 x 1 52.50

( + 2.40 ) / 2

1 x 1 63.75

( + 2.70 ) / 2

1 x 1 66.25

( + 2.60 ) / 2

1 x 1 63.75

( + 2.50 ) / 2

1 x 1 68.75

( + 3.00 ) / 2

1 x 1 81.25

( + 3.50 ) / 2

1 x 1 86.25

( + 3.40 ) / 2

1 x 1 73.75

( + 2.50 ) / 2

1 x 1 48.75

( + 1.40 ) / 2

1 x 1 61.25

0.00

Km 1 / 325 -- 1 / 350 25.00 1.00 -

0.00

Km 1 / 350 -- 1 / 375 25.00 2.00 -

2.00

Km 1 / 375 -- 1 / 400 25.00 2.25 -

2.00

Km 0 / 400 -- 0 / 425 25.00 0.50 -

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 -

1.00

Km 0 / 450 -- 0 / 475 25.00 2.15 -

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 -

1.80

Km 0 / 500 -- 0 / 525 25.00 2.55 -

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 -

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 -

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75 -

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 -

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 -

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 -

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 -

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 -

7/27/2019 DARGA 0.4 -- 1.4.xlsx

31/67

( + 3.50 ) / 2

1 x 1 70.00

( + 2.10 ) / 2

1 x 1 43.75

( + 1.40 ) / 2

1 x 1 36.25

( + 1.50 ) / 2

1 x 1 36.25

( + 1.40 ) / 2

1 x 1 38.75

( + 1.70 ) / 2

1 x 1 42.50

( + 1.70 ) / 2

1 x 1 46.25

( + 2.00 ) / 2

1 x 1 50.00

( + 2.00 ) / 2

1 x 1 46.25

( + 1.70 ) / 2

1 x 1 38.75

( + 1.40 ) / 2

1 x 1 38.75

( + 1.70 ) / 2

1 x 1 46.25

( + 2.00 ) / 2

1 x 1 43.75

( + 1.50 ) / 2

1 x 1 50.00

( + 2.50 ) / 2

1 x 1 62.50

( + 2.50 ) / 2

1 x 1 57.50

( + 2.10 ) / 2

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 -

3.50

Km 0 / 750 -- 0 / 775 25.00 1.75 -

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 -

1.40

Km 0 / 800 -- 0 / 825 25.00 1.45 -

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 -

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 -

1.70

Km 0 / 875 -- 0 / 900 25.00 1.85 -

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 -

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 -

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 -

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 -

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 -

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 -

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 -

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 -

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 -

2.50

7/27/2019 DARGA 0.4 -- 1.4.xlsx

32/67

1 x 1 51.25

( + 2.00 ) / 2

1 x 1 56.25

( + 2.50 ) / 2

1 x 1 62.50

( + 2.50 ) / 2

1 x 1 71.25

( + 3.20 ) / 2

1 x 1 80.00

( + 3.20 ) / 2

1 x 1 83.75

( + 3.50 ) / 2

1 x 1 56.25

( + 1.00 ) / 2

1 x 1 27.50

( + 1.20 ) / 2

1 x 1 27.50

( + 1.00 ) / 2

1 x 1 33.75

( + 1.70 ) / 2

1 x 1 35.00

( + 1.10 ) / 2

4485.02

4486

Cum

6

1 x 1 261.25

( + 8.40 ) / 2

1 x 1 225.00

( + 9.60 ) / 2

Providing and laying of Tack Coat using Bulk Bitumen VG 10 at the rate of 3.00 kg per ten

square meter over the BT surface treated with primer preparatory to another bituminousconstruction over it.

Km 0 / 400 -- 0 / 425 25.00 10.45 -

12.50

Km 0 / 425 -- 0 / 450 25.00 9.00 -

8.40

Km 1 / 125 -- 1 / 150 25.00 2.05 -

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 -

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 -

2.50

Km 1 / 200 -- 1 / 225 25.00 2.85 -

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 -

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 -

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 -

3.50

Km 1 / 300 -- 1 / 325 25.00 1.10 -

1.00

Km 1 / 325 -- 1 / 350 25.00 1.10 -

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 -

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 -

1.70

Total

Or

7/27/2019 DARGA 0.4 -- 1.4.xlsx

33/67

1 x 1 226.25

( + 8.50 ) / 2

1 x 1 221.25

( + 9.20 ) / 2

1 x 1 245.00

( + 10.40 ) / 2

1 x 1 270.00

( + 11.20 ) / 2

1 x 1 275.00

( + 10.80 ) / 2

1 x 1 310.00

( + 14.00 ) / 2

1 x 1 346.25

( + 13.70 ) / 2

1 x 1 311.25

( + 11.20 ) / 2

1 x 1 267.50

( + 10.20 ) / 2

1 x 1 236.25

( + 8.70 ) / 2

1 x 1 237.50

( + 10.30 ) / 2

1 x 1 232.50

( + 8.30 ) / 2

1 x 1 215.63

( + 8.95 ) / 2

1 x 1 230.00

( + 9.45 ) / 2

1 x 1 272.50

( + 12.35 ) / 2

1 x 1 312.50

( + 12.65 ) / 2

1 x 1 312.50

10.40

Km 0 / 550 -- 0 / 575 25.00 11.00 -

Km 0 / 450 -- 0 / 475 25.00 9.05 -

14.00

Km 0 / 625 -- 0 / 650 25.00 12.45 -

13.70

9.60

Km 0 / 475 -- 0 / 500 25.00 8.85 -

8.50

Km 0 / 500 -- 0 / 525 25.00 9.80 -

Km 0 / 650 -- 0 / 675 25.00 10.70 -

11.20

11.20

Km 0 / 575 -- 0 / 600 25.00 12.40 -

10.80

Km 0 / 600 -- 0 / 625 25.00 13.85 -

9.20

Km 0 / 525 -- 0 / 550 25.00 10.80 -

Km 0 / 675 -- 0 / 700 25.00 9.45 -

10.20

Km 0 / 700 -- 0 / 725 25.00 9.50 -

8.70

Km 0 / 725 -- 0 / 750 25.00 9.30 -

10.30

Km 0 / 750 -- 0 / 775 25.00 8.63 -

8.30

Km 0 / 775 -- 0 / 800 25.00 9.20 -

8.95

Km 0 / 800 -- 0 / 825 25.00 10.90 -

9.45

Km 0 / 825 -- 0 / 850 25.00 12.50 -

12.35

Km 0 / 850 -- 0 / 875 25.00 12.50 -

7/27/2019 DARGA 0.4 -- 1.4.xlsx

34/67

7/27/2019 DARGA 0.4 -- 1.4.xlsx

35/67

7/27/2019 DARGA 0.4 -- 1.4.xlsx

36/67

( + 4.00 ) / 2

1 x 1 2.70

( + 3.20 ) / 2

1 x 1 1.69

( + 1.30 ) / 2

1 x 1 0.75

( + 0.70 ) / 2

1 x 1 0.56

( + 0.80 ) / 2

1 x 1 0.60

( + 0.80 ) / 2

1 x 1 0.64

( + 0.90 ) / 2

1 x 1 0.73

( + 1.05 ) / 2

1 x 1 0.94

( + 1.45 ) / 2

1 x 1 2.40

( + 4.95 ) / 2

1 x 1 3.71

( + 4.95 ) / 2

1 x 1 3.60

( + 4.65 ) / 2

1 x 1 3.49

( + 4.65 ) / 2

1 x 1 3.60

( + 4.95 ) / 2

1 x 1 3.53

( + 4.45 ) / 2

1 x 1 3.08

( + 3.75 ) / 2

1 x 1 2.70

( + 3.45 ) / 2

Km 0 / 950 -- 0 / 975

Km 0 / 925 -- 0 / 950

0.80

25.00 0.98 0.030

4.00

25.00 2.25 0.030

1.30

25.00 3.60 0.030

25.00 4.95 0.030

1.05

0.80

4.80 0.030

25.00 0.85

25.00 3.20 0.030

0.90

25.00 1.25 0.030

0.030

0.70

25.00 0.80 0.030

1.30

25.00 0.75 0.030

3.20

25.00 1.00 0.030

1.45

0.030

4.65

25.00 4.70 0.030

4.65

25.00 4.80 0.030

4.95

25.00 4.65 0.030

4.95

25.00

4.45

25.00 3.60 0.030

4.95

25.00 4.10

Km 0 / 800 -- 0 / 825

Km 0 / 825 -- 0 / 850

Km 0 / 850 -- 0 / 875

Km 0 / 875 -- 0 / 900

Km 0 / 900 -- 0 / 925

3.75

Km 0 / 575 -- 0 / 600

Km 0 / 600 -- 0 / 625

Km 0 / 625 -- 0 / 650

Km 0 / 650 -- 0 / 675

Km 0 / 675 -- 0 / 700

Km 0 / 700 -- 0 / 725

Km 0 / 725 -- 0 / 750

Km 0 / 750 -- 0 / 775

Km 0 / 775 -- 0 / 800

7/27/2019 DARGA 0.4 -- 1.4.xlsx

37/67

7/27/2019 DARGA 0.4 -- 1.4.xlsx

38/67

( + 2.50 ) / 2

Right Side

1 x 1 0.38

( + 1.00 ) / 2

1 x 1 1.31

( + 2.50 ) / 2

1 x 1 1.61

( + 1.80 ) / 2

1 x 1 1.58

( + 2.40 ) / 2

1 x 1 1.91

( + 2.70 ) / 2

1 x 1 1.99

( + 2.60 ) / 2

1 x 1 1.91

( + 2.50 ) / 2

1 x 1 2.06

( + 3.00 ) / 2

1 x 1 2.44

( + 3.50 ) / 2

1 x 1 2.59

( + 3.40 ) / 2

1 x 1 2.21

( + 2.50 ) / 2

1 x 1 1.46

( + 1.40 ) / 2

1 x 1 1.84

( + 3.50 ) / 2

1 x 1 2.10

( + 2.10 ) / 2

1 x 1 1.31

( + 1.40 ) / 2

1 x 1 1.09

2.00

Km 0 / 400 -- 0 / 425 25.00 0.50 0.030

0.00

Km 0 / 425 -- 0 / 450 25.00 1.75 0.030

1.00

Km 0 / 450 -- 0 / 475 25.00 2.15 0.030

2.50

Km 0 / 475 -- 0 / 500 25.00 2.10 0.030

1.80

Km 0 / 500 -- 0 / 525 25.00 2.55 0.030

2.40

Km 0 / 525 -- 0 / 550 25.00 2.65 0.030

2.70

Km 0 / 550 -- 0 / 575 25.00 2.55 0.030

2.60

Km 0 / 575 -- 0 / 600 25.00 2.75 0.030

2.50

Km 0 / 600 -- 0 / 625 25.00 3.25 0.030

3.00

Km 0 / 625 -- 0 / 650 25.00 3.45 0.030

3.50

Km 0 / 650 -- 0 / 675 25.00 2.95 0.030

3.40

Km 0 / 675 -- 0 / 700 25.00 1.95 0.030

2.50

Km 0 / 700 -- 0 / 725 25.00 2.45 0.030

1.40

Km 0 / 725 -- 0 / 750 25.00 2.80 0.030

3.50

Km 0 / 750 -- 0 / 775 25.00 1.75 0.030

2.10

Km 0 / 775 -- 0 / 800 25.00 1.45 0.030

7/27/2019 DARGA 0.4 -- 1.4.xlsx

39/67

( + 1.50 ) / 2

1 x 1 1.09

( + 1.40 ) / 2

1 x 1 1.16

( + 1.70 ) / 2

1 x 1 1.28

( + 1.70 ) / 2

1 x 1 1.39

( + 2.00 ) / 2

1 x 1 1.50

( + 2.00 ) / 2

1 x 1 1.39

( + 1.70 ) / 2

1 x 1 1.16

( + 1.40 ) / 2

1 x 1 1.16

( + 1.70 ) / 2

1 x 1 1.39

( + 2.00 ) / 2

1 x 1 1.31

( + 1.50 ) / 2

1 x 1 1.50

( + 2.50 ) / 2

1 x 1 1.88

( + 2.50 ) / 2

1 x 1 1.73

( + 2.10 ) / 2

1 x 1 1.54

( + 2.00 ) / 2

1 x 1 1.69

( + 2.50 ) / 2

1 x 1 1.88

( + 2.50 ) / 2

1.40

Km 0 / 800 -- 0 / 825 25.00 1.45 0.030

1.50

Km 0 / 825 -- 0 / 850 25.00 1.55 0.030

1.40

Km 0 / 850 -- 0 / 875 25.00 1.70 0.030

1.70

Km 0 / 875 -- 0 / 900 25.00 1.85 0.030

1.70

Km 0 / 900 -- 0 / 925 25.00 2.00 0.030

2.00

Km 0 / 925 -- 0 / 950 25.00 1.85 0.030

2.00

Km 0 / 950 -- 0 / 975 25.00 1.55 0.030

1.70

Km 0 / 975 -- 1 / 000 25.00 1.55 0.030

1.40

Km 1 / 000 -- 1 / 025 25.00 1.85 0.030

1.70

Km 1 / 025 -- 1 / 050 25.00 1.75 0.030

2.00

Km 1 / 050 -- 1 / 075 25.00 2.00 0.030

1.50

Km 1 / 075 -- 1 / 100 25.00 2.50 0.030

2.50

Km 1 / 100 -- 1 / 125 25.00 2.30 0.030

2.50

Km 1 / 125 -- 1 / 150 25.00 2.05 0.030

2.10

Km 1 / 150 -- 1 / 175 25.00 2.25 0.030

2.00

Km 1 / 175 -- 1 / 200 25.00 2.50 0.030

2.50

7/27/2019 DARGA 0.4 -- 1.4.xlsx

40/67

1 x 1 2.14

( + 3.20 ) / 2

1 x 1 2.40

( + 3.20 ) / 2

1 x 1 2.51

( + 3.50 ) / 2

1 x 1 1.69

( + 1.00 ) / 2

1 x 1 0.83

( + 1.20 ) / 2

1 x 1 0.83

( + 1.00 ) / 2

1 x 1 1.01

( + 1.70 ) / 2

1 x 1 1.05

( + 1.10 ) / 2

OVER ALL

1 x 1 13.06

( + 8.40 ) / 2

1 x 1 11.25

( + 9.60 ) / 2

1 x 1 11.31

( + 8.50 ) / 2

1 x 1 11.06

( + 9.20 ) / 2

1 x 1 12.25

( + 10.40 ) / 2

1 x 1 13.50

( + 11.20 ) / 2

1 x 1 13.75

( + 10.80 ) / 2

1 x 1 15.50

( + 14.00 ) / 2

Km 0 / 425 -- 0 / 450 25.00 9.00 0.050

8.40

Km 0 / 450 -- 0 / 475 25.00 9.05 0.050

9.60

Km 0 / 475 -- 0 / 500 25.00 8.85 0.050

8.50

Km 0 / 500 -- 0 / 525 25.00 9.80 0.050

9.20

Km 0 / 525 -- 0 / 550 25.00 10.80 0.050

10.40

Km 0 / 550 -- 0 / 575 25.00 11.00 0.050

11.20

Km 0 / 575 -- 0 / 600 25.00 12.40 0.050

10.80

Km 0 / 400 -- 0 / 425 25.00 10.45 0.050

12.50

Km 1 / 300 -- 1 / 325 25.00 1.10 0.030

Km 1 / 200 -- 1 / 225 25.00 2.85 0.030

1.00

Km 1 / 325 -- 1 / 350 25.00 1.10 0.030

1.20

Km 1 / 350 -- 1 / 375 25.00 1.35 0.030

1.00

Km 1 / 375 -- 1 / 400 25.00 1.40 0.030

1.70

2.50

Km 1 / 225 -- 1 / 250 25.00 3.20 0.030

3.20

Km 1 / 250 -- 1 / 275 25.00 3.35 0.030

3.20

Km 1 / 275 -- 1 / 300 25.00 2.25 0.030

3.50

7/27/2019 DARGA 0.4 -- 1.4.xlsx

41/67

7/27/2019 DARGA 0.4 -- 1.4.xlsx

42/67

( + 12.15 ) / 2

1 x 1 15.06

( + 11.95 ) / 2

1 x 1 14.63

( + 11.45 ) / 2

1 x 1 14.19

( + 11.25 ) / 2

1 x 1 12.59

( + 8.90 ) / 2

1 x 1 12.72

( + 11.45 ) / 2

1 x 1 14.63

( + 11.95 ) / 2

1 x 1 14.69

( + 11.55 ) / 2

1 x 1 15.13

( + 12.65 ) / 2

1 x 1 16.88

( + 14.35 ) / 2

1 x 1 17.25

( + 13.25 ) / 2

1 x 1 12.66

( + 7.00 ) / 2

1 x 1 8.88

( + 7.20 ) / 2

1 x 1 8.56

( + 6.50 ) / 2

1 x 1 10.13

( + 9.70 ) / 2

1 x 1 11.44

( + 8.60 ) / 2

679.49

680Or

Total

11.65

Km 1 / 025 -- 1 / 050 25.00 12.05 0.050

11.55

Km 1 / 225 -- 1 / 250 25.00 13.50 0.050

12.15

Km 1 / 050 -- 1 / 075 25.00 11.70 0.050

11.95

Km 1 / 075 -- 1 / 100 25.00 11.35 0.050

11.45

Km 1 / 100 -- 1 / 125 25.00 10.08 0.050

11.25

Km 1 / 125 -- 1 / 150 25.00 10.18 0.050

Km 1 / 375 -- 1 / 400 25.00 9.15 0.050

9.70

12.65

Km 1 / 250 -- 1 / 275 25.00 13.80 0.050

14.35

Km 1 / 275 -- 1 / 300 25.00 10.13 0.050

13.25

Km 1 / 300 -- 1 / 325 25.00 7.10 0.050

7.00

Km 1 / 325 -- 1 / 350 25.00 6.85 0.050

7.20

Km 1 / 350 -- 1 / 375 25.00 8.10 0.050

6.50

8.90

Km 1 / 150 -- 1 / 175 25.00 11.70 0.050

11.45

Km 1 / 175 -- 1 / 200 25.00 11.75 0.050

11.95

Km 1 / 200 -- 1 / 225 25.00 12.10 0.050

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( + 8.30 ) / 2

1 x 1 8.63

( + 8.95 ) / 2

1 x 1 9.20

( + 9.45 ) / 2

1 x 1 10.90

( + 12.35 ) / 2

1 x 1 12.50

( + 12.65 ) / 2

1 x 1 12.50

( + 12.35 ) / 2

1 x 1 12.75

( + 13.15 ) / 2

1 x 1 13.55

( + 13.95 ) / 2

1 x 1 13.55

( + 13.15 ) / 2

1 x 1 12.50

( + 11.85 ) / 2

1 x 1 11.75

( + 11.65 ) / 2

1 x 1 11.90

( + 12.15 ) / 2

1 x 1 12.05

( + 11.95 ) / 2

1 x 1 11.70

( + 11.45 ) / 2

1 x 1 11.35

( + 11.25 ) / 2

1 x 1 10.08

( + 8.90 ) / 2

1 x 1 10.18

( + 11.45 ) / 2

10.30

Km 0 / 750 -- 0 / 775 25.00 8.63 0.040

8.30

Km 0 / 775 -- 0 / 800 25.00 9.20 0.040

8.95

Km 0 / 800 -- 0 / 825 25.00 10.90 0.040

9.45

Km 0 / 825 -- 0 / 850 25.00 12.50 0.040

12.35

Km 0 / 850 -- 0 / 875 25.00 12.50 0.040

12.65

Km 0 / 875 -- 0 / 900 25.00 12.75 0.040

12.35

Km 0 / 900 -- 0 / 925 25.00 13.55 0.040

13.15

Km 0 / 925 -- 0 / 950 25.00 13.55 0.040

13.95

Km 0 / 950 -- 0 / 975 25.00 12.50 0.040

13.15

Km 0 / 975 -- 1 / 000 25.00 11.75 0.040

11.85

Km 1 / 000 -- 1 / 025 25.00 11.90 0.040

11.65

Km 1 / 025 -- 1 / 050 25.00 12.05 0.040

12.15

Km 1 / 050 -- 1 / 075 25.00 11.70 0.040

11.95

Km 1 / 075 -- 1 / 100 25.00 11.35 0.040

11.45

Km 1 / 100 -- 1 / 125 25.00 10.08 0.040

11.25

Km 1 / 125 -- 1 / 150 25.00 10.18 0.040

8.90

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C&M, Tambaram Sub Division

Chennai -- 100

Chennai City Roads Division

Saidapet, Chennai -- 15

Assistant Engineer (H)

C&M, Tambaram Section

Chennai -- 15

Divisional Engineer (H) C&M Assistant Divisional Engineer (H)

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Sl

NoQuantity Unit Description Rate Unit Amount

1

2736 Cum 65.25 Cum 178524

2

1481 Cum 1090.18 Cum 1614557

3

1122 Cum 1386.86 Cum 1556057

ABSTRACT ESTIMATE

NAME OF WORK :

Estimate Amount : Rs. 200.00 Lakhs

WIDENING AND IMPROVING FROM TWO LANE TO AVAILABLE FULL WIDTH

AT KM 0 / 4 -- 1 / 4 OF DHARGA ROAD INCLUDING DRAIN (ODR)

Earthwork excavation in all classes of soils

except hard rock requiring blasting and

depositing on bank with all leads and lifts as

per SS20B including cost of all labour

materials, tools, equipments and all and

bracing and their subsequent removal of

excavation back filling, clearing up the site

and disposal of all surplus materials etc.,

complete as per standard specification for

Providing and Laying Granular Sub Base as

per table Nos. 400 -- 1 / 400 -- 2 and grading I

of MORTH -- Revision IV with coarse graded

material or any other granular material or

combination these of for 230mm thick to give

a CBR of 30 on prepared sub -- grade in

accordance with the requirements of the

specifications.

Providing and laying Wet Mix Macadam base

course of 250 mm compacted thickness in two

layers of 125mm thick or else as specified on

the proposed sub base with graded stone

aggregate and granular materials of quantity

size and grading in layers as specifiedincluding mixing in base mix plant, spreading

in un uniform layer with motor grader and

compaction with vibrating rollers of 80 to 100

KN static weight and fine dressing to required

frade and cross slope as shown on the

drawing equipement a per Technical

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1 12 742.00 91.40 833.40

2 12 1034.00 91.40 1125.40

3 12 958.00 91.40 1049.40

3 43 110.00 277.85 387.85

4 12 92.40 63.30 155.70

5 5500.00 208.95 5708.95

6 48000.00 2029.32 50029.32

7 48000.00 48000.00

10%

228.00 22.80 each 250.80

355.00 35.50 each 390.50

206.00 20.60 each 226.60

363.00 36.30 each 399.30

326.00 32.60 each 358.60

322.00 32.20 each 354.20

300.00 30.00 each 330.00

293.00 29.30 each 322.30

Vibration charges for CC 26.20 cum 26.20

Vibration charges for RCC 35.25 cum 35.25

351.00 cum 351.00

Cement mortar 1:2

1.00 Cum 387.85 Cum 387.85

0.72 Mt 5708.95 Mt 4110.44

Total 4498.29

Cement mortar 1:3

1.00 Cum Sand 387.85 Cum 387.85

0.48 Mt Cement 5708.95 Mt 2740.30

Total 3128.15

Fitter II class

Painter I Class

PVC Pipe

DATA

Sand

Cement

Mazdoor I class

Carpenter I Class

Mazdoor II class

Mason I class

Mason II class

Fitter I class

Steel upto 16 mm At site

Binding Wire Black 18 G

RATES OF LABOUR

Sand for mortar Palar (manapakkam)

Quarry Fines Chikkarayapuram

Cement At site

40 mm ISS metal Chikkarayapuram



DATA

COST OF MATERIALS

Sl

NoKind of Materials Name of Quarry

Lead

in Km

Cost of

Materials

Conveyance

ChargesTotal

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1.00 Cum Sand 387.85 Cum 387.85

0.96 Mt Cement 5708.95 Mt 5480.59

Total 5868.44

9.00 Cum 833.40 Cum 7500.60

4.50 Cum 3128.15 Cum 14076.66

1.80 Nos. 358.60 each 645.48

17.70 Nos. 250.80 each 4439.16

14.10 Nos. 226.60 each 3195.06

10.00 Cum 26.20 Cum 262.00

Total 30118.96

3011.90

9.00 Cum 1125.40 Cum 10128.60

4.50 Cum 4498.29 Cum 20242.32

1.80 Nos. 358.60 each 645.48

17.70 Nos. 250.80 each 4439.16

14.10 Nos. 226.60 each 3195.06

10.00 Cum 26.20 Cum 262.00

Total 38912.62

3891.26

6.30 cum 1125.40 cum 7090.02

2.70 cum 1049.40 cum 2833.38

4.50 cum 5868.44 cum 26407.99

3.50 Nos. 358.60 each 1255.10

21.20 Nos. 250.80 each 5316.96

35.30 Nos. 226.60 each 7998.98

10.00 cum 26.20 cum 262.00

Total 51164.43

5116.44

Vibration charges

Rate pet 1 Cum

Cost of 20 mm ISS metal


Cement mortar 1:1.5

Mason II class

Mazdoor I class

Mazdoor II class

Mason II class

Mazdoor I class

Mazdoor II class

Vibration charges

Rate per cum

Reinforced Cement concrete 1:1.5:3 mix using 20 mm ISS metal ( M 20 )

Mazdoor II class

Vibration charges

Rate per cum

Cement concrete 1:2:4 mix using 20 mm ISS metal ( M 15 )


Cement mortar 1:2

Cement mortar 1:1.5

Cement concrete 1:3:6 mix using 40 mm ISS metal ( M 10 )


Cement mortar 1:3

Mason II class

Mazdoor I class

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Cost of MS Sheets and angles for each set weight of MS sheet 90cmx60cmx10 gauge

24.92 Kg/Sqm

13.46 Kg/no

4 Kg/no

13.46 Kg 48.00 Kg 646.08

4.00 Kg 48.00 each 192.00

0.92

Total 839.00

19.00 Nos 839.00 Each 15941.00

398.53

0.12 Cum 14880.00 Cum 1785.60

98.50 RM 21.10 RM 2078.35

Total 3863.95

772.79

1.00 Use 398.53 40 uses 398.53

1.00 Use 772.79 5 uses 772.79

3.80 Nos 390.50 each 1483.90

5.40 Nos 250.80 each 1354.32

1.00 No 330.00 each 330.00

LS 4.46

LS 6.00

Total 4350.00

435.00

DATA

Sub Data -- 1

3.175 x 7850 / 1000

0.90 x 0.60 x 24.92

Weight of MS angle of size 25x

25 x 3mm 3.60m x 1.11 Kg / m

Cost of MS sheets

Cost of MS Angle

Sundries

Sub Data -- 2

Cost of MS sheets & Angle

Assuming for 40 uses

For Single Uses

ver oa coun ry woo o s ,

asur na props cm o cm

Assuming 5 Times

Add for Welding grills nails

Add for oiling for ms sheets

Rate per 1 Sqm

For Single Uses

MAIN DATA

Cost of MS Sheets and Anglesos o s ver oa o s s

Carpenter I Class

Mazdoor I Class

Fitter II Class

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2.00 Nos 250.80 each 501.60

For 1 Cum 5.02

1

1.00 Cum 41.85 Cum 41.85

1.00 Cum 5.02 Cum 5.02

3.00 Cum 7.80 Cum 23.40

Total 70.27

2

1.00 Cum 155.70 Cum 155.70

1.00 Cum 5.02 Cum 5.02

Total 160.72

3

1.00 Cum 3011.90 Cum 3011.90

1.00 Cum L.S 6.00

1.00 Cum Curing concrete L.S 6.00

Total 3023.90

4

1.00 Cum 3891.26 Cum 3891.26

6.65 Sqm 435.00 Sqm 2892.75

1.00 Cum L.S 6.00

1.00 Cum Curing concrete L.S 6.00

Total 6796.01

5

0.14 Cum 3128.15 Cum 437.941.10 Nos 399.30 each 439.23

0.50 Nos 250.80 each 125.40

1.10 Nos 226.60 each 249.26

Total 1251.83

125.18

Mazdoor I class

Mazdoor II class

Rate per sqm

Centering charges

Imported Soft water

Rate per cum

Plastering CC 1:3 12mm

Cement mortar 1:3Mason I class

CC 1:3:6 40mm

Rate for CC 1:3:6

Imported Soft water

Rate per cum

RCC 1:2:4 20mm for Side Walls

Rate for CC 1:2:4

Quarry Fine

Cost of Quarry Fines

Filling charges

Earthwork

As per S.I No. 62

Conveyance

Filling Charges for 1 Cum

Mazdoor I Class

Refilling the sides

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1 x 1 225.00 1.250 0.100 28.13

1 x 1 250.00 1.250 0.100 31.25

TOTAL 59.38

Or 60.00

Cum

8

L/R

1 x 1 3168.00 1.30 0.89 3665

1 x 1 10.00 475.00 0.39 1853

Total 5518

Or 5.60MT

Chennai -- 100

Divisional Engineer (H) C&M



Assistant Divisional Engineer (H)


Chennai -- 100



Distri rod 8mm

Km 0 / 4 -- 1 / 0 LS

Km 1 / 0 -- 1 / 4 LS

Supply and fabrication of Tor steel grade S-415 steel required for all RCC items of works

involved in the schedule including cost of steel , cost of fabrication , labour charges for cleaning

the bars straightening , cutting , bending , tying grills , hoisting and palcing the reinforcement in

position as specified in the drawings including cost of binding wire , provision for spacing bars ,

cover blocks and all other incidental charges etc., complete as per standard specifications.

Main Rod 12mm

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Sl


1

737 Cum 70.27 Cum 51789

2

111 Cum 160.72 Cum 17840

3

111 Cum 3023.90 Cum 335653

Vibrated Cement Concrete M10 grade mix

1:3:6 using 40mm ISS size hard broken

granite metal including cost and conveyance

of all materials from approved quarry to

worksite including cost of mixing the

concrete, transporting, laying, vibrating,

compacting, curing with all leads for soft

potable water, working in all depths including

hire, running and fuel charges for all tools and

plants employed including as per standard

specification for FOUNDATION

Filling with Quarry Fine including cost and

conveyance of quarry dust to work site

including labour charges for filling, laying,

compacting by manual labour under optimum

moisture content to get the maximum density

flooding with water as layers or built-up to

the bottom level inclusive all other incidental

charges etc., complete for foundation.

ABSTRACT ESTIMATE

NAME OF WORK : SUB ESTIMATE FOR CONSTRUCTION OF DRAIN AT KM 0 / 0 -- 1 / 0 OF

THIRUNEERMALAI ROAD.

Earthwork excavation in all classes of soils

except hard rock requiring blasting and

depositing on bank with all leads and lifts as

per SS20B including cost of all labour

materials, tools, equipments and all incidental

charges and sheeting, shoring and bracing and

their subsequent removal, removal of all logs,

stumps and other deleterious matter and

obstructions, trimming of bottom of

excavation back filling, clearing up the site

and disposal of all surplus materials etc.,

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Sl


4

257 Cum 6796.01 Cum 1746575

5

48 Nos 351.00 Nos 16848

6

48 Nos 1800.00 Nos 86400

Vibrated Cement Concrete M 15 grade mix

1:2:4 using 40mm ISS size hard broken



worksite including cost of cement which has

to be procured by the contractor including

cost and labour charges for formwork and

centering mixing the concrete, transporting,

laying, vibrating, compacting, curing with all

leads for soft potable water, working in all

depths including hire, running and fuel

charges for all tools and plants employed

including as per standard specification for

SIDE WALL

Providing and fixing 150mm dia PVC PIPES of

required length for retaining wall including

grating arrangements including cost and

conveyance of all materials to worksite, cost

and labour for semi-spherical backfill

arrangements with 100mm size broken

granite stones at the periphery and labour

charges for fixing etc., complete to drain the

backfill as per standard specification.

Supplying and fixing of Reinforced Cement

Concrete Man hole cover 750 mm dia with

frames as per IRC 50- 1979 as directed by the

Departmental officers including labour

charges for fixing at every intervals of 10 m

along the drain including all other incidental

charges etc., complete

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Sl


7

60 Cum 8917.29 Cum 535037

8

5.60 MT 62906.32 MT 352275

3142417

Saidpaet Chennai -- 15 Chennai -- 100 Chennai -- 100

Vibrated Reinforced Cement Concrete M 20

grade mix using 12mm ISS size hard broken



worksite including cost of cement which has

to be procured by the contractor but

excluding cost and fabrication of steel

including cost and labour charges for

formwork and centering mixing the concrete,

transporting, laying, vibrating, compacting,

curing with all leads for soft potable water, as

per standard specification for Cover slab.

Supply and fabrication of Tor steel grade S-

415 steel required for all RCC items of works

involved in the schedule including cost of

steel , cost of fabrication , labour charges for

cleaning the bars straightening , cutting ,

bending , tying grills , hoisting and palcing the

reinforcement in position as specified in the

drawings including cost of binding wire ,

provision for spacing bars , cover blocks andall other incidental charges etc., complete as

per standard specifications.

TOTAL

Divisional Engineer (H) C&M Assistant Divisional Engineer (H) Assistant Engineer (H)

Chennai City Roads Division C&M, Tambaram Sub Division C&M, Tambaram Section

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BC 40mm BC 40mmCC 1:4:8

0.610

18.500


Saidapet, Chennai -- 15.

8.945 8.945



Chennai -- 100



Chennai -- 100

Not for Scale

DBM 6 mmDBM 6 mm


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Saidapet, Chennai -- 15 Chennai -- 100. Chennai -- 100.

CERTIFICATE

Certified that the provisions made in the Estimate are based on the Road Condition

and other parameters like soil, Traffic intensities and relfection etc., I have personally

inspected site and certify that the provisions made in the estimate are correct.

Countersigned



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1

2

3

4

5

6

7

8


Saidapet, Chennai -- 15 Chennai -- 100. Chennai -- 100.

CERTIFICATE

Countersigned


This is to Certify that the list of works proposed under CRIDP 2012 -- 13 have not been

taken up in the last Five Years in any Plan Schemes.

It is further Certified that the above Road works have not been improved under Special

Repairs / Periodical Renewal in the last 5 Years.

It is also Certified that the Proposed works do not find place in the approved list of

works by NABARD under improvement of MDR and ODR (2012 -- 13) Quarry Roads).

It is Certified that the proposed works do not fine place in the approved list of bridge

works sanctioned by NABARD Bank for the year 2012 -- 13.

It is Certified that the proposed works are not included in second list of Bridge Works

(priority 2) which areunder consideration of the NABARD Bank for approval.

It is also Certified that the above works are not proposed to be taken up under anyother Scheme.

The Proposals have been prepared adhering the appropriate circulars, Government

Orders and guidelines issued then and there.

The Proposals have been prepared considering the badly damaged stretches, VIP

representations, priority basis etc.,

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Category : State Highways -- 48

Name of Road : Marmalong Bridge Irumbuliyur Road

Metal Quarry : Chikkarayapuram

Sand Quarry : Manapakkam (Palar River)

Census Point : Km 13 / 5

PROPOSAL

16 / 4

6

8

17 / 0

2

4

6

8

18 / 0

2

4

6

8

19 / 0

19 / 2




Proposed Stretch





Chennai -- 100.Chennai -- 100.

ROAD CHART

Traffic Intensity : 8010 Cv

KM & HM 2007 -- 08 2008 -- 09 2009 -- 10 2010 -- 11 2011 -- 12

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DARGA 0.4 -- 1.4.xlsx

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