copy of surulipatty road

8/13/2019 Copy of Surulipatty Road

1/52

Estimate Amount 3740000 LAKHS

Package No :

District : THENI

EXISTING FEATURES OF THE ROAD:

NECESSITY OF THE ROAD:

PAVEMENT DESIGN:

GSB "C"WBM II

Layer

WBM III

Layer

Gravel WBM

Km : 0 / 0 - 3/7 250 100 75 75 0 0 75 75

PROPOSAL AND PROVISIONS MADE IN THE ESTIMATE:

CONSTRUCTION OF EMBANKMENT:

The road passing through wet lands has earthen surface with varies formation width from 6-8

metres, which is Sufficient for upgrading the road. Therefore, L.A. Proposal is not initiated. There are lot of

light Jungles on both sides of the road which are proposed for Clearance. There are existing CD work in this

road proposed for Re Construction.

Improvement of road from Cumbum To Surulipatty Road Km 0/8-3/6

The road for Consideration to the Malaiyandipuram would rejuvenate activation of the people to

ascend their present status and up gradation of the road with rural road connectivity promotes access to

economic and social Services and thus generating agricultural incomes by transporting their agricultural

products to the nearest town Reddiyarchathram. The road Connectivity would assure to ensure that its

benefits accrue to the people of the villages. This road connects main road to go to schools, colleges,

marketing Places and near by hospitals.

PAVEMENT DESIGN has been done by computing traffic census on Average of 3 days and CBR

value of the site soil.

Soil samples are collected from the road and, tests are conducted. The results are tabulated below:

KM Type of soilCBR

Value

Pavement

thick

required

(in mm)

Existing crust

thickness (in mm)

Balance

thickness

required

(in mm)

Total

Thickness

proposed

It is proposed to upgrade the road to O.D.R. standards to a formation width of 7.50 m and

Carriageway width of 3.75 m with formation slopes 2: 1 and slope in cutting 1: 1

The formation level is already kept above the adjacent ground level . Embankment is formed by

using the cut earth available on the road. Cut earth available @ road side would be used @ the same

section and balance earth can be conveyed and used to other locations. Embankment earth work is

thoroughly compacted to achieve 97% of dry density. Formation of earth work shall be carried out as per

MORD CL: 301.

Existing Crust is taken into account for Pavement design.

Proposed Pavement Thickness

(in mm)

NABARD SCHEME 2010 - 2011

(Ministry of Rural Development, Govt. of India)

Block : K . MYLADUM PARAI


2/52

WBM GRADE II:

WBM GRADE III:

TACK COAT RS-1:

PREMIX CARPET:

GEOMETRIC:

The grade of WBM-III layer over the grade II, consisting of grade of aggregates 53mm 22.4mm is

proposed and compacted. WBM layer shall not be less than 75mm keeping the width of 3.75 m and work

shall be as par MORD-Technical specification clause 405.

Tack coat over the primed surface should be applied with bitumen emulsion-RS-1 @ the rate of 0.25

to 0.30 kg per sqm as par MORD-Technical specification clause 503.

WBM grade II consisting of grade of aggregates 63mm 45mm is proposed as a bottom layer over

the sub base to a consolidated thickness of 7.5cm and width of 3.75 m. The work shall be carried out as per

MORD-Technical specification clause 405.

This work consists of preparation, laying and compaction of an open graded premix surfacing of 20

mm thickness with bitumen S-65 i.e. 60/70 grade @ the rate of 1.46kg per one sqm and a seal coat-type-A

to be applied to the surface immediatel

The road runs in Plain terrain having dry/wet lands. The road becomes inconvenience to the public

during Rainy seasons. The ruling gradient 1 in 30 in plain terrain is adopted as far as Possible.


3/52

1) Terrain Classification : Plain / Rolling Terrain

2) Design Speed : 50 km/h

3) Land width :

4) Roadway width : 6 m available for entire stretch

5) : 7.5 m (Outer to outer)

6) Carriage width : Available 3.75 m.

7) Camber for bituminous : Camber for B.T. surface = 3%

8) Annual rain fall : > 1000 mm

9) ADT in the year of Traffic Coun : 161

Base Year Traffic AADT (T) = : 200

Traffic Category : T4

10) Road Length : 3600 m

HORIZONTAL CURVES:

VERTICAL CURVES:

Minimum required land remains width 9m but in some

places it is found less, due to encroachments by adjacent

land owners

Road way width for CD Stru

There are Horizontal curves which are maintained as it is and necessary provisions are made for

extra width at curves.

Since the road is proposed to up grade to O.D.RS Standard, for safety and comport all grade

changes exceeding 1.0 percent i.e. 0.01 are introduced in the alignment. Vertical curves are designed to the

requirements @ needed locations and exis

General : 6 m roadway width with a single lane of 3.75 m is proposed. Ruling gradient of one in 30 isproposed with a camber of 3.0%


4/52

CROSS DRAINAGE WORKS:

900

1660

2900

ROAD PROTECTIVE WORKS:

Km SideLength

(m)

Height(m)

1 R 200.00 1.20

LUMP SUM PROVISIONS:

The road width available on the culverts is maintained with formation width of 7.5 m

There are no Existing culverts and 8 New culverts which are proposed for construction of Cross Drainage

purpose in this road at the location tabulated below.

Ch. (m)

EXISTING CD DETAILS PROPOSED CD DETAILS

Type Condition

Single span of 1 m RCC slab culvert Good

Type

Good

40 m Causeway Good

Provision for Name board, Sign board, KM Stone, HM Stone and guide stones and Information board.

Protective works were proposed wherever necessary in this road as tabulated below.

Km : 3/2-3/4

Rate : The rate analysis for all items of the road works incorporated in the estimate have been

prepared in accordance with Standard data book for rate analysis for rural roads released by M.O.R.D and

unit rates are prepared based on State PWD and Highways Schedule of rates for the year 2009 -2010

Single span of 1 m RCC slab culvert

Lump sum provisions are made for the following items of works

Preparation for DPR Preperation Charges

Provision for Labour Welfare fund @ 0.3%

Provision for Contingencies.


5/52

1 Name of work :Improvement of road from Cumbum

To Surulipatty Road Km 0/8-3/6

2Name of scheme under which work is

taken up: NABARD ROAD

Classification of road Rural roads

Whether administrative sanction of

Govt. obtained

a. G.O MS No./Collector No. :

b. Length : 2800

c. Amount of sanction :

4Whether nomenclature length

amount is as per G.O : Yes

5 Change in scope of sanction : No

6 Amount of estimate now prepared :

7

Whether the estimate amount is

within allowable limits of power of

sanction of competent authority

: Yes

8Revised administrative sanction if

any: No

9

Whether the following details are

enclosed, site plan, index map,

alignment of road

: Yes

10

Whether L.S and C.S workingdrawing data with quarry chart ,

quarry map, counter signed by

concerned Engineer, detailed

estimate, abstract estimate,

specification report etc. are enclosed

: Yes

1Whether alternative alignment are

studied: Existing Alignment has been followed

2

If so whether details of each

alignment their merits and demerits

are given in the estimate and only

the best is selected

: --

3Is the alignment approved by

Competent Authority: Yes

II. ALIGNMENT

CHECKLIST FOR ROAD WORKS FOR SCRUTINY AND SANCTION OF ESTIMATES

I. GENERAL

3

:

:


6/52

4

Whether the reference of the bench

mark which has been used for

carrying out survey is mentioned

whether permanent benchmark is

also indicated

: TBM

5Whether Geological conditions have

been studied: Yes

6 What are the gradients adopted : Ruling Gradients

III. PAVEMENT

a. To what standards the road is

formed or improved ODR/VR: O.D.R Standards

b. What is the traffic intensity that is

considered CBR curveC Curve

2

Whether pavement is scientifically

designed based on soaked CBR value

of sub-grade and sub-base materials

: Yes

IV. ALIGNMENT

1

Whether L.S and C.S are taken at

specified intervals and quantity

worked out

: Yes

2

Are the standards adopted in all

aspects like width, side slope and

right of way?

:

3

Is the lead earth suitable for

foundation? Whether provision is

made for conveying good earth for

forming the approach if necessary.

: No

4

approved with reference to

availability and suitability? Whether

provision is made for extra lead and

: Not Applicable

5 Whether horizontal alignment isdesigned with suitable horizontal

and vertical curves

: Yes

6

Whether the road level has been

fixed corresponding to the bridge

estimate if any to the project and the

reference bench mark.

: Yes

1


7/52

7

Whether soaked CBR value of the

sub grade is found out and pavement

is suitably designed?

: Yes

8Whether suitable sub base of

minimum CBR 15% is provided.: Yes

9

Whether the WBM is for compacted

thickness? If so is 33.33% extracollection provided for.

: Yes

10

Is adequate provision for L.A made,

whether land acquisition found and

schedule are available?

: Does not Arise

11Whether Suitable wearing coat is

proposed.: Yes

1 Whether current year rates adopted : 2010-2011

2

Whether the foundation earthwork

rates including for loading charges

and obtaining labour, materials etc.

completed.

: Yes

3

Whether any provisions is made for a

rate for removal of sand upto sill

level without baling?

: Does not Arise

4

Whether concrete rate is including

side formwork, baling out water etc.,

complete and vibration charges.

: Yes

5

e er orma on ra e s nc us ve

of compaction allowances and

watering complete if so it bases on

: Yes

6

Whether the rates for items and

checked with reference to Standard

Data Book and the provision is

adequate.

: Yes

1

Whether the estimate is provided

with adequate provision for the

following items?

2Provision of Land Acquisition to be

paid if any?Does not Arise

V. RATES

VI. OTHER ITEMS


8/52

3 Provision for Cross Drainage Works No

4

Provision for Name Board, Guide

Stone, Km stones, Improvements to

Geometrics and Approach etc.,

Yes

5Provision for Quality Control and

Testing

Does not Arise

6Provision for Store shed, Watchman

pay and Inspection shed etc.,Does not Arise

7Provision for Establishment and

contingenciesDoes not Arise

8 Provision for Diversion if any Does not Arise

9Provision for Variation in Cost of

MaterialsDoes not Arise

10Any Special provision on that

particular type if required.Not Necessary

1

Certified that the particulars

furnished above are based on siteinspection and are correct.

Yes

2

Certified that the provisions made

under L.S are adequate and donot

warrant revision

Yes

1 Estimate Amount 3740000

2Monetary limit for the sanctioning

authority

3 Sanction Number and date

VII. WHETHER THE FOLLOWING CERTIFICATES FURNISHED.

TECHNICAL SANCTION


9/52

SPECIFICATION REPORT TO ACCOMPANY THE ESTIMATE FOR THE WORK OF

ESTIMATE AMOUN 3740000

Name of District : THENI

Name of Union : CUMBUM

Existing Condition : Worn out WBM

Scheme : NABARD

Administrative Sanction No :

Necessity : The existing surface of the road is Earthern road.

There are many wheeltrack and undulations in this road hence it isvery inconveniet for public. It is necessary to

improvements this road for the use of public toa length of 3.7 KM.

Provisions : 1) Clearing the Scrub jungles.

2)

3)

4)

5) Difference in cost of Bitumen etc.,

6)

Provisions : 1) Pcc 1 : 3 : 6

2) Pcc 1 : 2 : 4 for pier and abutment

3) Mix 1 : 11/2 : 3 for Rcc work

4) Steel Fe 415 N/mm2

5) Cover bot and Sides 40mm

6) Us Gravel for Back filling work

7) Difference in cost of Materials etc.,


Applying tack coat over WBM surface using

Providing Premix carpet with seal coat tupe 'A'

Collection and laying U.S.Gravel on side berms

Provisions for HM stone and KM stone etc.


10/52

8)

This estimate has been prepared, adopted current schedule of rates for the

year on 2010-2011. On sanction this work will be carried out as per sanctionedestimate and higher authorities instructions.,

Provisions for Weep hole pipes and Filter


11/52

Reach Name

of

Kind of metal Lead in

KM

Cost of material Conveyan

ce

Stacking

charges

Storagg

e

Total

Cement 1 4350.00 3.50 - 4353.50

Steel upto

16mm dia1 37750.00 3.50 - 37753.50

Steel above

u to 16 mm1 37750.00 3.50 - - 37753.50

and for morta 43 110.00 194.90 0.00 304.90

Sand for fillin 43 110.00 194.90 0.00 304.90

40 mm ISS 7 560.00 39.20 0.00 599.20

25 mm ISS 7 480.00 39.20 0.00 519.20

20 mm ISS 7 780.00 39.20 0.00 819.20

12 mm ISS 7 720.00 39.20 3.15 762.35

6 mm ISS 7 360.00 39.20 3.15 402.35

ough Stone[M 7 262.00 39.20 0.00 301.20

ough Stone[R 7 228.00 39.20 0.00 267.20

Bond Stone 7 360.00 39.20 0.00 399.20

90mm IRC 7 243.00 39.20 3.15 285.35

75mm IRC 7 272.00 39.20 3.15 314.35

63mm IRC 7 350.00 39.20 3.15 392.35

53mm IRC 7 425.00 39.20 3.15 467.35

46.50mm IRC 7 571.00 39.20 3.15 613.35

45mm IRC 7 571.00 39.20 3.15 613.35

LEAD STATEMENT

KM- 0/0 - 1/0


DISTRICT : THENI BLOCK :


12/52

37.50mm IRC 7 583.00 39.20 3.15 625.35

26.50mm IRC 7 550.00 39.20 3.15 592.35

25mm IRC 7 550.00 39.20 3.15 592.35

22.4mm IRC 7 800.00 39.20 3.15 842.35

13.2 mm IRC 7 739.00 39.20 3.15 781.35

11.2 mm IRC 7 503.00 39.20 3.15 545.35

6.70 mm IRC 7 374.00 39.20 3.15 416.35

7 374.00 39.20 3.15 416.35

7 374.00 39.20 3.15 416.35

7 331.00 39.20 3.15 373.35

7 73.00 39.20 3.05 115.25umen

1 41230.35 0.00 - 41230.35tumen

1 35600.00 0.00 - 35600.00

Site Gravel 6 97.00 33.60 3.05 133.65

WBM Gr II 7 399 39.20 3.15 441.18

WBM Gr III 7 540.3 39.20 3.15 582.65

26.4mm IRC 7 550.00 39.20 3.15 592.35

11.2 mm IRC 7 503.00 39.20 3.15 545.358&2.36mm IR 7 331.00 39.20 3.15 373.35

6.70 mm IRC 7 374.00 39.20 3.15 416.35

Quarry Dust 7 73.00 39.20 3.15 115.35

Emulsion Tar 1 42209.00 0 - 42209.00

Reach Name

of


KM


ce

Stacking

charges

Storagg

e

Total

Cement 2 4350.00 7.00 - 4357.00

KM- 1/0 - 2/0

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust


13/52

Steel upto

16mm dia2 37750.00 7.00 - 37757.00

Steel above

upto 16 mm2 37750.00 7.00 - 37757.00

and for morta 44 110.00 198.20 0.00 308.20

Sand for fillin 44 110.00 198.20 0.00 308.20

40 mm ISS 8 560.00 44.80 0.00 604.80

25 mm ISS 8 480.00 44.80 0.00 524.80

20 mm ISS 8 780.00 44.80 0.00 824.80

12 mm ISS 8 720.00 44.80 3.15 767.95

6 mm ISS 8 360.00 44.80 3.15 407.95

ough Stone[M 8 262.00 44.80 0.00 306.80

ough Stone[R 8 228.00 44.80 0.00 272.80

Bond Stone 8 360.00 44.80 0.00 404.80

90mm IRC 8 243.00 44.80 3.15 290.95

75mm IRC 8 272.00 44.80 3.15 319.95

63mm IRC 8 350.00 44.80 3.15 397.95

53mm IRC 8 425.00 44.80 3.15 472.95

46.50mm IRC 8 571.00 44.80 3.15 618.95

45mm IRC 8 571.00 44.80 3.15 618.95

37.50mm IRC 8 583.00 44.80 3.15 630.95

26.50mm IRC 8 550.00 44.80 3.15 597.95

25mm IRC 8 550.00 44.80 3.15 597.95

22.4mm IRC 8 800.00 44.80 3.15 847.95

13.2 mm IRC 8 739.00 44.80 3.15 786.95

11.2 mm IRC 8 503.00 44.80 3.15 550.95

6.70 mm IRC 8 374.00 44.80 3.15 421.95


14/52

8 374.00 44.80 3.15 421.95

8 374.00 44.80 3.15 421.95

8 331.00 44.80 3.15 378.95

8 73.00 44.80 3.05 120.85umen

1 41230.35 0 - 41230.35tumen

1 35600.00 0 - 35600.00

Site Gravel 7 97.00 39.20 3.05 139.25

WBM Gr II 8 399 44.80 3.15 446.78

WBM Gr III 8 540.3 44.80 3.15 588.25

26.4mm IRC 8 550.00 44.80 3.15 597.95

11.2 mm IRC 8 503.00 44.80 3.15 550.95

8&2.36mm IR 8 331.00 44.80 3.15 378.95

6.70 mm IRC 8 374.00 44.80 3.15 421.95

Quarry Dust 8 73.00 44.80 3.15 120.95tumen

1 36100.00 0 - 36100.00

Reach Name

of


KM


ce

Stacking

charges

Storagg

e

Total

Cement 3 4350.00 10.50 - 4360.50

Steel upto

16mm dia3 37750.00 10.50 - 37760.50

Steel above

u to 16 mm3 37750.00 10.50 - 37760.50

and for morta 45 110.00 201.50 0.00 311.50

Sand for fillin 45 110.00 201.50 0.00 311.50

40 mm ISS 9 560.00 50.40 0.00 610.40

25 mm ISS 9 480.00 50.40 0.00 530.40

KM- 2/0 - 3/0

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust


15/52

20 mm ISS 9 780.00 50.40 0.00 830.40

12 mm ISS 9 720.00 50.40 3.15 773.55

6 mm ISS 9 360.00 50.40 3.15 413.55

ough Stone[M 9 262.00 50.40 0.00 312.40

ough Stone[R 9 228.00 50.40 0.00 278.40

Bond Stone 9 360.00 50.40 0.00 410.40

90mm IRC 9 243.00 50.40 3.15 296.55

75mm IRC 9 272.00 50.40 3.15 325.55

63mm IRC 9 350.00 50.40 3.15 403.55

53mm IRC 9 425.00 50.40 3.15 478.55

46.50mm IRC 9 571.00 50.40 3.15 624.55

45mm IRC 9 571.00 50.40 3.15 624.55

37.50mm IRC 9 583.00 50.40 3.15 636.55

26.50mm IRC 9 550.00 50.40 3.15 603.55

25mm IRC 9 550.00 50.40 3.15 603.55

22.4mm IRC 9 800.00 50.40 3.15 853.55

13.2 mm IRC 9 739.00 50.40 3.15 792.55

11.2 mm IRC 9 503.00 50.40 3.15 556.55

6.70 mm IRC 9 374.00 50.40 3.15 427.55

9 374.00 50.40 3.15 427.55

9 374.00 50.40 3.15 427.55

9 331.00 50.40 3.15 384.55

9 73.00 50.40 3.05 126.45umen

1 0.00 0 - 0.00tumen

1 35600.00 0 - 35600.00

Site Gravel 8 97.00 44.80 3.05 144.85

WBM Gr II 9 399 50.40 3.15 452.38

4.75 mm IRC&Below

Quarry Dust

6.00 mm IRC

5.60 mm IRC


16/52

WBM Gr III 9 540.3 50.40 3.15 593.85

26.4mm IRC 9 550.00 50.40 3.15 603.55

11.2 mm IRC 9 503.00 50.40 3.15 556.55

8&2.36mm IR 9 331.00 50.40 3.15 384.55

6.70 mm IRC 9 374.00 50.40 3.15 427.55


1 36100.00 0 - 36100.00

Reach Name

of


KM


ce

Stacking

charges

Storagg

e

Total

Cement 4 4350.00 14.00 - 4364.00

Steel upto

16mm dia4 37750.00 14.00 - 37764.00

Steel above

upto 16 mm4 37750.00 14.00 - 37764.00

and for morta 46 110.00 204.80 0.00 314.80

Sand for fillin 46 110.00 204.80 0.00 314.80

40 mm ISS 10 560.00 56.00 0.00 616.00

25 mm ISS 10 480.00 56.00 0.00 536.00

20 mm ISS 10 780.00 56.00 0.00 836.00

12 mm ISS 10 720.00 56.00 3.15 779.15

6 mm ISS 10 360.00 56.00 3.15 419.15

ough Stone[M 10 262.00 56.00 0.00 318.00

ough Stone[R 10 228.00 56.00 0.00 284.00

Bond Stone 10 360.00 56.00 0.00 416.00

90mm IRC 10 243.00 56.00 3.15 302.15

75mm IRC 10 272.00 56.00 3.15 331.15

63mm IRC 10 350.00 56.00 3.15 409.15

KM-3/0 -3/6


17/52

53mm IRC 10 425.00 56.00 3.15 484.15

46.50mm IRC 10 571.00 56.00 3.15 630.15

45mm IRC 10 571.00 56.00 3.15 630.15

37.50mm IRC 10 583.00 56.00 3.15 642.15

26.50mm IRC 10 550.00 56.00 3.15 609.15

25mm IRC 10 550.00 56.00 3.15 609.15

22.4mm IRC 10 800.00 56.00 3.15 859.15

13.2 mm IRC 10 739.00 56.00 3.15 798.15

11.2 mm IRC 10 503.00 56.00 3.15 562.15

6.70 mm IRC 10 374.00 56.00 3.15 433.15

10 374.00 56.00 3.15 433.15

10 374.00 56.00 3.15 433.15

10 331.00 56.00 3.15 390.15

10 73.00 56.00 3.05 132.05umen

1 41230.35 - 41230.35tumen

1 35600.00 0 - 35600.00

Site Gravel 9 97.00 50.40 3.05 150.45WBM Gr II 10 399 56.00 3.15 457.98

WBM Gr III 10 540.3 56.00 3.15 599.45

26.4mm IRC 10 550.00 56.00 3.15 609.15

11.2 mm IRC 10 503.00 56.00 3.15 562.15

8&2.36mm IR 10 331.00 56.00 3.15 390.15

6.70 mm IRC 10 374.00 56.00 3.15 433.15


1 36100.00 0 - 36100.00

4.75 mm IRC&Below

Quarry Dust

6.00 mm IRC

5.60 mm IRC


18/52


19/52

1. Basic Price

2. Deduct cost of drum

3. Sub-Total

4. Excise Duty @ 14%

5. Education Cess @ 2%

6.Higher Secondary Education Cess on

ED @ 1%

7. Billable Price

8. VAT @ 4%

9. Total invoice value

10. Storage Charges at %5 on basic price

11. Total invoice value

12. Conveyance Charges for

a) 80/100 Grade Bitumen

2 X 15 KM X Rs.0.99924 / KM

b) 60/70 Grade Bitumen

2 X 15 KM X Rs.0.9924 / KM

b) Bitumen Emulsion

1 X 64 KM X Rs.1.4 / KM

340

3700.00

33053.84 40700.00

33024.07 37000.00 339

29.77

1331.65 1373.15 144

32532680.1031692.42

31423.17 31230473.48

1218.94 1256.93 12

383844.823728.62

37.29

74.57 76.90

38.45

26633.00

0.00 0.00

27463.0026633.00 2734

Bitumen

EmulsioEx. Coimbatore. Ex. Coimba

15

288427463.00

DISTRICT : BLOCK :

Total Price =

Sl.No.

RATE OF BITUMEN.

80/100 Grade

BitumenEx. Coimbatore

Description

60/70 Grade

Bitumen


20/52

.60

.33

.73

.00

.73

.43

.30

.60

.55

.28

.00

re.

.00

00


21/52

Sl.No. Quantity Rate per A

1 m2

2 m3

3

Rate Per Amount Rate Amount Rate A

1 Cost of Gravel 133.65 m3 133.65 139.25 139.25 144.85

1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.78 2.78

Rate for 1 m3 136.43 142.03

Rate Per Amount

1 Cost of Gravel 150.45 m3

150.45

KM4/0

KM 1/0 Km 2/0 Km 3/0

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from

approved sources to work site including labour for spreading, watering and compacting by Power roller to

achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuelcharges for power roller , water sprinkler and all other incidental charges such as traffic barricading and

providing danger lights etc, complete.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and

trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable

materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m includingremoval and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification

Clause 201.

Earthwork excavating & depositing on bank with init ial lead of 10m & initial lift of 2m in hard stiff clay, stiff

black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders

SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and

compacting etc, complete as per MOST 301 - 305.

Improvement of road from Cumbum To Surulipatty Road Km 0/8 3/6THENI

Description of work

DISTRICT : BLOCK : CUMBUM

Road Data


22/52

1.00 Hire & Labour Charges 2.78 m3 2.78

Rate for 1 m3 153.23

5

Rate Per Amount Rate Amount Rate

1.00 Cost of 63 - 11.2 mm IRC HBG metal 582.65 m3 582.65 588.25 588.25 593.85

0.24 Cost of Gravel 133.65 m3 32.08 139.25 33.42 144.85

10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114.26

Rate for 10 m2 728.99 735.93

Rate for 1 m3 971.99 981.24

Rate Per Amount

1.00 Cost of 63 - 11.2 mm IRC HBG metal 599.45 m3

599.45

0.24 Cost of Gravel 150.45 m3 36.11

10.00 Hire & Labour Charges 114.26 10m2 114.26

Rate for 10 m2 749.82


6

Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10

sqm.Including cost of bituminous emulsion which will be supplied by the department at section stores and

its cost will be recovered as per special condition appended including labour charges for preparing the

surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer

including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of

MoRT&H specification.

Km : 0 / 0 - 6/0

KM4/0

Provi ing an aying 75mm compacte t ic WBM Gr.IIIusing 1 cum o 63mm to 11.2mm IRC HBG meta

and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have

PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and

stacking to departmental gauge for pre-measurement as directed by the departmental officers including

labour for spreading metal and gravel hand packing to camber and grade lines blinding with required

quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and

consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges

for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental

KM 1/0 Km 2/0 Km 3/


23/52

Rate Per Amount

4.00 Cost of Bitumen Emulsion 42209.00 MT 168.84

10.00 Labour & Hire charges 77.80 10m2 77.80

1.00 Hire Charges for Bitumen Sprayer 12.00 10m2 1.20

Rate for 10 m2 247.84

Rate for 1 m2 24.78

7


0.18 Cost of 13.2 mm IRC metal 781.35 m3 140.64 786.95 141.65 792.55



24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 ###### 35600.00

10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48 258.48 258.48 258.48

1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81 58.13 5.81 58.13

Rate for 10 m2 1497.50 ######

Rate for 1 m2 149.75 149.95

Km 3/0

Providing and laying open graded premix carpet of 20 mm compacted thickusing 0.18cum of 13.20

mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with

14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat typeAover the premix carpet

using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including

cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including

cost of bitumen which will be supplied by the department at departmental section stores and its cost will be

recovered as per special condition appended including heating the bitumen and metal mixing the materials

in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same

by power rolling to the specified lines and grades including all labour charges application of bitumen for seal

coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H

specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix

plant power roller 80 100 KN capacity and all other tools and plants employed therefore etc., complete.

KM 1/0 Km 2/0


24/52

Rate Per Amount

0.18 Cost of 13.2 mm IRC metal 798.15 m3 143.67



24.40 Cost of Bitumen 41230.35 MT 1006.02

10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48

1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81

Rate for 10 m2 1503.55


1 M2

KM4/0

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 10

per Technical Specification Clause 301.4.


25/52

DISTRICT : THENI

Sl.No Description Nos Length Breadth Depth Quantity Unit

1

Ch 800-1000 2 200.00 1.000 400.00

Ch 1000-2000 2 1000.00 1.000 2000.00

Ch 2000-3000 2 1000.00 1.000 2000.00

` Ch 3000-3600 2 600.00 1.000 1200.00

5600.00

-2240.00

3360.00 sqm

2

Ch 800-1000 2 200.00 1.000 0.300 120.00 cum

Ch 1000-2000 2 1000.00 1.000 0.300 600.00 cum

Ch 2000-3000 2 1000.00 1.000 0.300 600.00 cum

Ch 3000-3600 2 600.00 1.000 0.300 360.00 cum

1680.00

3

Ch 800-1000 1 200.00 3.750 750.00sqm

Ch 1000-2000 1 1000.00 3.750 3750.00sqm

Ch 2000-3000 1 1000.00 3.750 3750.00sqm

` Ch 3000-3600 1 600.00 3.750 2250.00sqm

10500.00 sqm3500.00 sqm

4

Ch 800-1000 1 200.00 3.750 0.075 56.25 Cum

56.25 Cum

Ch 1000-2000 1 1000.00 3.750 0.075 281.25 Cum

281.25 Cum

Ch 2000-3000 1 1000.00 3.750 0.075 281.25 Cum

Deduct 2m Culvert Ch 2400m -1 2.40 3.750 0.075 -0.68 Cum

` Deduct 2m Culvert Ch 2950m -1 2.40 3.750 0.075 -0.68 Cum

279.90 Cum

Ch 3000-3600 1 600.00 3.750 0.075 168.75 Cum

Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 0.075 5.63 Cum

174.38 Cum

DETAILED ESTIMATEImprovement of road from Cumbum To Surulipatty Road Km 0/8-3/6

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings

and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of

unserviceable materials and stacking of serviceable material t

Deduct 40% voids

BLOCK : CUMBUM

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5

m, transporting to site, spreading, grading to required slope and compacting to meet requirements

with a lead up to 1000 m as per Technical Specification cla

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound

macadamIIIspecification including spreading in uniform thickness, hand packing, rolling with three

wheel 80 100 KN static roller in stages to proper grade and cam


26/52

5

Ch 800-1000 1 200.00 3.750 750.00 Sqm

750.00 Sqm

Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 3000-3600 1 600.00 3.750 2250.00 Sqm

Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 75.00 Sqm

2325.00 Sqm

10575.00 Sqm

6

Ch 800-1000 1 200.00 3.750 750.00 Sqm750.00 Sqm

Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Sqm

Ch 3000-3600 1 600.00 3.750 2250.00 Sqm

Bell mouth ((11.25+3.75)/2) 1 10.00 7.500 75.00 Sqm

2325.00 Sqm

7

No. of Village - 2 No. 1 2 2 Nos.8 3

9 15 Nos.

10

11 Contingencis and other unforeseen items L.S

Reinforced cement concrete M15 grade Hecto meter stone of standard design

Construction of Retaining wall/ CD works (As per sub estimate)

Providing and applying tack coat with Bitumen emulsion (RS 1) using emulsion distributor

at the rate of 4 kg /10 sqm on the prepared granular surface treated with primer & cleaned

With Hydraulic broom as per Technical Specification clause 503 and as dir

Providing laying and rolling of open grade premix carpet of 20 mm thickness composed of

13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required

line, grade and level to serve as Seal Coat on a previously prepared base

Providing and erecting direction and place identfication Board

Reinforced cement concrete M15 grade Kilometer stone of standard design


27/52

DISTRICT : BLOCK : CUMBUM

Sl.No unit Quantity Rate Amount

Ch 800 - 3600 sqm 3360.00 1.70 5 712

Ch 800 - 3600 cum 1680.00 33.65 56 532

Ch 800 - 3600 sqm 3500.00 3.75 13 125

Ch 800-1000 sqm 56.25 971.99 54 674

Ch 1000-2000 sqm 281.25 981.24 2 75 974

Ch 2000-3000 sqm 279.90 990.49 2 77 238

Ch 3000-3600 sqm 174.38 999.76 1 74 333

Ch 800 - 3600 sqm 10575.00 24.78 2 62 049

Ch 800-1000 sqm 750.00 149.75 1 12 313

Ch 1000-2000 sqm 3750.00 149.95 5 62 313

Ch 2000-3000 sqm 3750.00 136.42 5 11 575

Ch 3000-3600 sqm 2325.00 150.36 3 49 587

Difference in cost of material 2.8x20000 56 000

Each 2 4000.00 8 000

Each 3 260.00 780

Each 15 130.00 1 950

10 2m Slab culvert 2 96 513

11 2m Slab culvert 2 96 513

33 15 180

12 different in cost of material

3.6x20000 72 000

13 Provision for Labour Welfare 0.3%

- 4 10 000 9 946

6 Providing laying and rolling of open grade premix carpet of 20 mm thickness

composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previously

ABSTRACT ESTIMATE

Reach

Providing laying, spreading and compacting stone aggregates of specific sizes to Water

bound macadam Grade III specification including spreading in uniform thickness, hand

packing, rolling with three wheel 80 100 KN static roller in stages to proper gra


THENI

1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,

shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut

earlier and disposal of unserviceable materials and stacking of serviceable material t

Sub total

8 Reinforced cement concrete M15 grade Kilometer stone

9 Reinforced cement concrete M15 grade Hecto meter stone

7 Providing and erecting direction and place identfication Board

2 Construction of embankment with approved material obtained from roadway cutting

with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and

compacting to meet requirements with a lead up to 1000 m as per Technical

3 Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means

4

5 Providing and applying tack coat with Bitumen emulsion (RS ) using emulsion

distributor at the rate of 0.275 kg / sqm on the prepared granular surface treated with

primer & cleaned With Hydraulic broom as per Technical Specification clause 503 and


28/52

14 provision for future PWD shedule

of rate 10% 3 31 518

15 Contingencis and other unforeseen items 11 356

Total estimate amount Rs. 37 40 000


29/52

=

=

=

=

=

=

=

=

=

=

=

[email protected] [email protected]

Rs

Rs

Mazdoor I Class

Mazdoor II Class

Rs. 123.00

Rs. 111.00

Mason I Class

Mason II Class

Rs. 190.00

Rs. 172.00

Carpenter I Class

Rs. 195.00

Rs. 175.00

Carpenter II Class Rs. 175.00

Rs

Cost of furnace oil Rs. 26.16

Fitter I Class

Cost of kerosine

Cost of diesel

Rs. 37.52

Rs. 40.00

Rs. 160.00Fitter II Class
mailto:[email protected]:[email protected]:[email protected]:[email protected]


30/52

. 139.00

. 125.00

. 143.00


31/52

1

1.00 SI. No. 62 SS20 B 31.60 m3

1.00 Add 100% For Earth work 31.60 m3

Rate per 1.00cum

2

Rate Per Amount Rate Amount

1.00 Cost of Sand 304.90 m3

304.90 308.20 308.20 311.50

1.00 Refilling with Sand 9.00 m3

9.00 9.00 9.00 9.00

Rate per 1.00cum 313.90 317.20

Rate Per Amount


314.80

1.00 Refilling with Sand 9.00 m3

9.00

Rate per 1.00cum 323.80

KM 4/0

Km

Improvement of road from Cumbum To Surulipatty Road Km 0/8 3/6DISTRICT : THENI BLOCK : Cumbum

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be

directed except in hard rock requiring blasting but inclusive of shoring strutting and

requiring the sides of foundation.

Supplying and Filling foundation and basementwith filling sandin layers not more than

15cm . Thick well ramed, watered and compacted Complete complying with stanard

specification.

KM 1/0 Km 2/0


32/52

3


9.00 40mm ISS HBG metal 599.20 m3 5392.80 604.80 5443.20 610.40

4.50 Cement mortar 1 : 4 1872.16 m3

8424.72 1876.72 8445.24 1881.28

1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.00

17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.00

14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00

Rate per 10cum 17910.72 17981.64

Rate per 1.00cum 1791.07 1798.16

Rate Per Amount

9.00 40mm ISS HBG metal 616.00 m3

5544.00

4.50 Cement mortar 1 : 4 1885.84 m3

8486.281.80 Mason II class 195.00 Each 351.00

17.70 Mazdoor I category 123.00 Each 2177.10

14.10 Mazdoor II category 111.00 Each 1565.10

Rate per 10cum 18123.48


4


KM 4/0

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering

wherever necessary and laid in layers of not more than 15cm thick., compacting etc.,

complete complying with standard specifications and as directed.

KKM 1/0 Km 2/0




KM 1/0 Km 2/0 K


33/52


5392.80 604.80 5443.20 610.40

4.50 Cement mortar 1 : 3 2394.58 m3

10775.61 2399.56 10798.02 2404.54




Rate per 10cum 20261.61 20334.42Rate per 1.00cum 2026.16 2033.44

Rate Per Amount


5544.00

4.50 Cement mortar 1 : 3 2409.52 m3

10842.84

1.80 Mason II class 195.00 Each 351.00





5



7372.80 824.80 7423.20 830.40

4.50 Cement mortar 1 : 4 1872.16 m3

8424.72 1876.72 8445.24 1881.28




Rate per 10cum 19854.72 19925.64

KM 4/0




KM 1/0 Km 2/0 Km


34/52

Rate per 1.00cum 1985.47 1992.56



7524.00

4.50 Cement mortar 1 : 4 1885.84 m3

8486.28






6


10.00 Rough stone for Masonry301.20 m

3

3012.00 306.80 3068.00 312.401.00 Bond stone 399.20 m3

399.20 404.80 404.80 410.40

3.40 Cement mortar 1 : 5 1558.71 m3

5299.61 1563.02 5314.27 1567.32

7.10 Mason I class 195.00 Each 1384.50 195.00 1384.50 195.0010.60 Mason II class 175.00 Each 1855.00 175.00 1855.00 175.0014.10 Mazdoor I category 123.00 Each 1734.30 123.00 1734.30 123.0014.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.00

Rate per 10cum 15249.71 15325.97Rate per 1.00cum 1524.97 1532.60

Rate Per Amount

10.00 Rough stone for Masonry 318.00 m3

3180.00

1.00 Bond stone 416.00 m3

416.00

3.40 Cement mortar 1 : 5 1571.63 m3

5343.54

7.10 Mason I class 195.00 Each 1384.50

KM 4/0 Km 5/0 K

Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement usingNew Stones

including necessary provision for Bond stones with simultaneous flush pointing with the

same mortar above ground level complying with standard specifications.

KM 1/0 Km 2/0

KM 4/0

K


35/52

10.60 Mason II class 175.00 Each 1855.0014.10 Mazdoor I category 123.00 Each 1734.30




7



7372.80 824.80 7423.20 830.40


1372.05 308.20 1386.90 311.50

4.308 Cost of Cement 4353.50 MT 18754.88 4357.00 18769.96 4360.50




10.00 Add for Vibration charges 24.20 m3

242.00 24.20 242.00 24.20

Rate for 10 m3

34880.13 34960.46

Rate per 1.00cum 3488.01 3496.05

Rate Per Amount


7524.00


1416.60

4.308 Cost of Cement 4364.00 MT 18800.11



KM 4/0

Km

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost

of Rein forcement and fabricating charges, centering and shuttering but including curing

and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper

without claiming extra as directed by the departmental officers complete complying with

standard specifications.

KM 1/0 Km 2/0


36/52


10.00 Add for Vibration charges 24.20 m3

242.00

Rate for 10 m3

35121.11


8


1.00 Cost of steel 37753.50 MT 37753.50 37757.00 37757.00 37760.50

10.00 Cost of binding wire 34.50 Kg 345.00 34.50 345.00 34.50

35 Fitter I Class for bendin 172.00 Each 6020.00 172.00 6020.00 172.00

Rate for 1.00 MT 44118.50 44122.00

Rate Per Amount

1.00 Cost of steel 37764.00 MT 37764.00

10.00 Cost of binding wire 34.50 Kg 345.00

35 Fitter I Class for bendin 172.00 Each 6020.00

Rate for 1.00 MT 44129.00

9


0.22 Cement Mortar 1:4 1872.16 m3

411.88 1876.72 412.88 1881.28

KM 4/0

KM 1/0 Km 2/0 K

Plastering with CM 1:4, 20mm thick.over the cement concrete for floor finish including

curing etc., complete complying with standard specifications and as directed by the

departmental officers.

KM 1/0 Km 2/0 K

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all

Reinforced Cement Concrete works as per the design given including cost of steel and

binding wire in all floors etc, Complete complying with stanard specification.(MS rod or

RTS bar will be supplied departmentally at section stores and cost will be recoverd at

issue rate). the binding wire shall supplied by the contactor.


37/52

2.20 Mason I class 195.00 Each 429.00 195.00 429.00 1

0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 1

3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 1

Rate per 10sqm 1257.58 1258.58

Rate per 1.00sqm 125.76 125.86

Rate Per Amount Rate Amount Ra

0.22 Cement Mortar 1:4 1885.84 m3

414.88 0.00 0.00

2.20 Mason I class 195.00 Each 429.00 195.00 429.00 1

0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50 1

3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20 1

Rate per 10sqm 1260.58 845.70

Rate per 1.00sqm 126.06 84.57

10

Sub Data I

Cost of MS sheets & angles for each set

Weight of MS sheet B.G 10 Gauge size 90x60cm x 3.175 mm

3.75 x 7850/1000 = 24.924 kg/m2

24.924 Kg x 0.54 m2= 13.46 Kg.

Weight of MS angle size 25 x 25 x 3 mm

3.6 x 1.1 Kg/m = 4.00 Kg

13.46 Cost of MS sheets 90 x 60 cm, 10 Gauge 34.50 Kg

4.00 Cost of MS angle size 25 x 25 x 3 mm 34.50 Kg

KM 4/0 Km 5/0

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto

3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size

90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over

silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina

props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications andas directed by the departmental officers. Rate for 10m

2.for the following items.(RCC floor slab, roof

slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing

beam, Portico beam etc., ).


38/52

LS Add for Cutting, Bending,welding charges etc., LS

Total for each set (A)

Sub Data II

19.00 Cost of MS sheets & angles (A) 629.05 Set

0.12 Cost of Silver Oak/ CW Joists 10 x 6.5 cm 97.00 m3

98.50 Casurina props 10 - 13 cm dia. 0.00 Rm

11.64

MAIN DATA FOR CENTERING - 10 M2

19.00 Cost of steel sheet & Angles ( D ) 298.80 1 use

0.12 2.33 1 use

98.50 Casurina props 10 - 13 cm dia. 0.00 1 use

3.80 Carpenter I class 190.00 Each

5.40 Mazdoor I category 123.00 Each

1.00 Fitter II Class. 160.00 Each

LS Add for wedges, coir, nails etc., LS

LS Add for periodical cleaning & painting of MS sheets

Total for 10 m2


Centering for Lintels & Beams per Sqm 186.37

Centering for Small projections (Sunshades, Lofts) per Sqm 223.64

Cost of silver Oak/ CW Joists 10 x 6.5 cm

Cost of steel sheet & Angles for 1 use = B/40 11951.95

Cost of MS sheet & Angles and silver Oaks, Joists & Casurina for 10 m2

Adopting 40 uses for steel sheets & angles, 5 uses for silver oak/ CW joists

and casurina props.

Cost of silver Oak/ CW Joists 10 x 6.5 cm & Casurina props for

1 use = C/ 5


39/52

Centering for Roof Slabs per Sqm 186.37

Centering below Ground level 186.367 / 2 93.18

Centering sides 1863.67 - 2.328 / 10 186.13

11

3 420.00

3.0 / 7.8 no mm dia PVC Sh 60 each 23.076923.0 / 7.8 no 110 mm dia PVC b 75 each 28.85

3.0 / 7.8 9.31

2.00 nos PVC clamp 10 each 20.00

1.00 no Plumber I st class 169 No 169.00

LS Sundries for cement LS 1.77

Rate for 1m2 Rs 224.00 For 3m 672.00

12


11.00 Rough stone dry packing f 267.20 m3 2939.20 272.80 3000.80 278.40

3.50 Mason I class 195.00 Kg 682.50 195.00 682.50 195.00

10.6 Maz I class 123.00 Each 1303.80 123.00 1303.80 123.00

7 Maz II class 111.00 Each 777.00 111.00 777.00 111.00

Rate for 10 m3 4925.50 4987.10

Rate for 1 m3 492.55 498.71

Rate for 1 m2 113.23 114.65

Rate Per Amount

11.00 Rough stone dry packing f 284.00 m3 3124.00

3.50 Mason I class 195.00 Kg 682.50

10.6 Maz I class 123.00 Each 1303.80

Supplying and fixing in position best qulity PVC Rain water pipe having ISI

mark and providing leak proof joints inculding fixing to the wall with special

PVC / MS clamps etc

KM 4/0

Km

Rough stone dry packing for revertments including cost,conveyance of all materials etc complete

KM 1/0 Km 2/0

no

Rm


40/52

7 Maz II class 111.00 Each 777.00

Rate for 10 m3 5110.30




41/52

Sl.No. Length Bredth Depth Contents

Abutment 1 2 8.700 2.200 1.35 51.68

Wings 2 2 1.500 1.900 1.35 15.39

67.07

cum

Abutment 1 2 8.700 2.200 0.15 5.74

Wings 2 2 1.500 1.900 0.15 1.71

1 1 7.500 1.500 0.15 1.69

9.14

cum

Below sill

Abutment

Footing 1 1 2 8.700 1.900 0.40 13.22

Footing 2 1 2 8.300 1.600 0.40 10.62

Footing 3 1 2 7.900 1.300 0.40 8.22

Wings

Footing 1 2 2 1.650 1.900 0.40 5.02

Footing 2 2 2 1.800 1.600 0.40 4.61

Footing 3 2 2 1.950 1.300 0.40 4.06

Above Sill

Abutment

1 2 7.500 1.000 1.30 19.50

(1.3+.7)/2

Wings

3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using graded ISS size

HBG metal including cost and conveyance of all materials to site including cost of cement at site

including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing

concrete , working at depths , tools and plants and including all other incidental charges etc;

complete as per relevant standard specifications clause 802,803,1202 &1203, for foundation

DETAILED ESTIMATE

Construction of slab culvert 2 m vent @ CH : 2400m


Description Nos

1. Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock

requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all

labour, equipments and all incidential charges such as baling our water, providing and maintaining

necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,

stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation

backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant

standard specification clause 1140 for foundation of abutments, wings

2. Providing and laying Cement Concrete of grade M7.5Nominal Mix 1:4:8 using graded ISS sizeHBG metal including cost and conveyance of all materials to site including cost of cement at site




Water way


42/52

2 2 2.475 0.850 2.10 17.67

Parapet 1 2 3.400 0.450 0.45 1.38

84.30

1 2 7.500 0.210 3.15

sqm

1 1 7.500 2.600 0.210 4.10

1 2 7.500 0.700 0.200 2.10

Dirt wall 1 2 7.500 0.400 0.210 1.26

7.46

Deck slab as per steel schedule 0.60

Mt

Wings 1 2 3.000 6.700 1.500 60.30

4. Providing and fixing kraft paper full width of seating of deck slab and including cost and

conveyance to wotksite, labour for fixing the same in corect position and all other incidental charges

etc., complete as per standard specifications.

Deck slab

bed block

6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per

drawing and MORD technical specifications clause 1002,1010,&1202

7. Back filling behind Abutments and Wings with granular materials including cost and conveyance

to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content

to get the maximum density including watering, with all leads for water and all other incidental

charges etc., complete as per specifications for filling behind the abutments and wings

5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal

including cost and conveyance of all materials to site including cost ofcement at site including cost

of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete ,

working at depths , tools and plants including all other incidental charges etc., complete as per

relevant standard specifications,clause 800,1205.4, and 1205.5 for deck slab


43/52

cum 60.30

1 2 3.400 0.450 3.06

sqm 3.06

Above Sill

Deck slab 1 1 7.500 1.500 11.25

Deck slab 1 2 2.600 0.210 1.09

Bed block 2 2 8.200 0.200 6.56

Dirt wall 2 2 7.900 0.210 6.64

Above Sill

Abutment

2 2 8.500 1.30 44.20Wings

2 4 3.325 2.10 55.86

Parapet 2 2 3.850 0.45 6.93

132.53

Below Sill

Abutment

Footing 2 2 10.600 0.40 16.96

Footing 2 2 9.900 0.40 15.84

Footing 2 2 9.200 0.40 14.72

Wings

Footing 1 2 4 1.650 0.40 5.28

Footing 2 2 4 1.800 0.40 5.76

Footing 3 2 4 1.950 0.40 6.24

64.80

9. Supplying, fixing and placing of centering for superstructure complete as per drawing and

MORD technical specifications clause 1002,1010,&1202



8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of all materials to

siteincluding all other incidental charges etc; complete as per relevant standard specifications

Parapet top


44/52

l. No. Unit Quantity Rate

cum 67.07 63.20

cum 9.14 1805.26

cum 84.30 2040.72

sqm 4.50 220.00

cum 7.46 3504.08

3. Providing and laying Cement Concrete of grade M10 Nominal Mix 1:3:6 using grade

metal including cost and conveyance of all materials to site including cost of cement at sit

of formwork, soft water, labour charges for mixing, transporting, laying and curing conc

depths , tools and plants and including all other incidental charges etc; complete as per r

specifications clause 802,803,1202 &1203, for foundation

4. Providing and fixing kraft paper full width of seating of deck slab and including cost a

wotksite, labour for fixing the same in corect position and all other incidental charges etc.,

standard specifications.

5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded met

and conveyance of all materials to site including cost ofcement at site including cost of

water, labour charges for mixing, transporting, laying and curing concrete , working at d

plants including all other incidental charges etc., complete as per relevant standard spe800,1205.4, and 1205.5 for deck slab

1. Earthwork excavation in all classes of soil except soft rock not requiring blasting

requiring blasting and depositing on bank with all leads and lifts as per SS20B, including c

equipments and all incidential charges such as baling our water, providing and maint

cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, st

other deleterious matter and obstructions, trimming bottom of excavation backfilling, and

and disposal of all surplus materials etc., complete as per relevant standard specification

foundation of abutments, wings

2. Providing and laying Cement Concrete of grade M7.5 Nominal Mix 1:4:8 using grad

metal including cost and conveyance of all materials to site including cost of cement at sit

of formwork, soft water, labour charges for mixing, transporting, laying and curing conc

depths , tools and plants and including all other incidental charges etc; complete as per r

specifications clause 802,803,1202 &1203, for foundation

COST ESTIMATE



Description


45/52

Mt 0.60 44125.50

cum 60.30 147.63

sqm 3.06 125.96

sqm 128.72 223.64

sqm 64.80 186.13

9. Supplying, fixing and placing of centering for superstructure complete as per draw

technical specifications clause 1002,1010,&1202

10. Supplying, fixing and placing of centering for superstructure complete as per draw


Total

6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as


7. Back filling behind Abutments and Wings with granular materials including cost an

worksite, laying, handling charges and filling in layers, tamping under optimum moistu

the maximum density including watering, with all leads for water and all other inciden

complete as per specifications for filling behind the abutments and wings

8. Plastering with Cement mortar 1:4 15 mm thick including cost and conveyance of

siteincluding all other incidental charges etc; complete as per relevant standard specificati


46/52

Amount

4239

16500

172033

990

26140

d ISS size HBG

e including cost

ete , working at

levant standard

d conveyance to

complete as per

al including cost

formwork, soft

epths , tools and

ifications,clause

and hard rock

ost of all labour,

ining necessary

mps, grubs and

clearing the site

clause 1140 for

d ISS size HBG

e including cost

ete , working at

levant standard


47/52

26475

8902

385

28787

12061

296513

ing and MORD

ing and MORD

er drawing and

conveyance to

e content to get

tal charges etc.,

all materials to

ons


48/52

Sl.No. Length Bredth Depth Contents

Abutment 1 2 8.700 2.200 1.35 51.68

Wings 2 2 1.500 1.900 1.35 15.39

67.07

cum

Abutment 1 2 8.700 2.200 0.15 5.74

Wings 2 2 1.500 1.900 0.15 1.71

1 1 7.500 1.500 0.15 1.69

9.14

cum

Below sill

Abutment

Footing 1 1 2 8.700 1.900 0.40 13.22

Footing 2 1 2 8.300 1.600 0.40 10.62

Footing 3 1 2 7.900 1.300 0.40 8.22

Wings

Footing 1 2 2 1.650 1.900 0.40 5.02

Footing 2 2 2 1.800 1.600 0.40 4.61

Footing 3 2 2 1.950 1.300 0.40 4.06

Above Sill

Abutment

1 2 7.500 1.000 1.30 19.50

(1.3+.7)/2

Wings






DETAILED ESTIMATE



Description Nos




necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,

stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation



2. Providing and laying Cement Concrete of grade M7.5Nominal Mix 1:4:8 using graded ISS sizeHBG metal including cost and conveyance of all materials to site including cost of cement at site




Water way


49/52

2 2 2.475 0.850 2.10 17.67

Parapet 1 2 3.400 0.450 0.45 1.38

84.30

1 2 7.500 0.210 3.15

sqm

1 1 7.500 2.600 0.210 4.10

1 2 7.500 0.700 0.200 2.10

Dirt wall 1 2 7.500 0.400 0.210 1.26

7.46

Deck slab as per steel schedule 0.60

Mt

Wings 1 2 3.000 6.700 1.500 60.30

cum 60.30

1 2 3.400 0.450 3.06

sqm 3.06





Deck slab

bed block

6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per

drawing and MORD technical specifications clause 1002,1010,&1202







Parapet top

5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal

including cost and conveyance of all materials to site including cost ofcement at site including cost

of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete ,

working at depths , tools and plants including all other incidental charges etc., complete as per

relevant standard specifications,clause 800,1205.4, and 1205.5 for deck slab


50/52

Above Sill

Deck slab 1 1 7.500 1.500 11.25

Deck slab 1 2 2.600 0.210 1.09

Bed block 2 2 8.200 0.200 6.56

Dirt wall 2 2 7.900 0.210 6.64

Above Sill

Abutment

2 2 8.500 1.30 44.20

Wings

2 4 3.325 2.10 55.86

Parapet 2 2 3.850 0.45 6.93

132.53

Below Sill

Abutment

Footing 2 2 10.600 0.40 16.96

Footing 2 2 9.900 0.40 15.84

Footing 2 2 9.200 0.40 14.72

Wings

Footing 1 2 4 1.650 0.40 5.28

Footing 2 2 4 1.800 0.40 5.76

Footing 3 2 4 1.950 0.40 6.24

64.80





51/52

l. No. Unit Quantity Rate Amount

cum 67.07 63.20 4239

cum 9.14 1805.26 16500

cum 84.30 2040.72 172033

sqm 4.50 220.00 990

cum 7.46 3504.08 26140




concrete , working at depths , tools and plants and including all other incidental charges etc; complete

as per relevant standard specifications clause 802,803,1202 &1203, for foundation




5. Vibrated Reinforced Cement Concrete of grade M 25 using ISS size HBG graded metal including

cost and conveyance of all materials to site including cost ofcement at site including cost of

formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working

at depths , tools and plants including all other incidental charges etc., complete as per relevant

standard specifications,clause 800,1205.4, and 1205.5 for deck slab




necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs,stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation



2. Providing and laying Cement Concrete of grade M7.5 Nominal Mix 1:4:8 using graded ISS size



concrete , working at depths , tools and plants and including all other incidental charges etc; complete

as per relevant standard specifications clause 802,803,1202 &1203, for foundation

COST ESTIMATE



Description


52/52

Mt 0.60 44125.50 26475

cum 60.30 147.63 8902

sqm 3.06 125.96 385

sqm 128.72 223.64 28787

sqm 64.80 186.13 12061

296513

9. Supplying, fixing and placing of centering for superstructure complete as per drawing and MORD


10. Supplying, fixing and placing of centering for superstructure complete as per drawing and MORD


Total

6. Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing

and MORD technical specifications clause 1002,1010,&1202







copy of surulipatty road

Documents