Copy of Karankuli

7/27/2019 Copy of Karankuli

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Estimate Amount 3230000 LAKHS

Package No :

District : DTHENI

EXISTING FEATURES OF THE ROAD:

NECESSITY OF THE ROAD:

PAVEMENT DESIGN:

Improvement of road from Karunakku mutham patty To Karankuli 2500m

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

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

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

road proposed for Re Construction.

NABARD SCHEME 2010 - 2011

(Ministry of Rural Development, Govt. of India)

Block :CUMBUM



GSB "C"WBM II

Layer

WBM III

Layer

Gravel WBM

Km : 0 / 0 - 2/2 250 100 75 75 0 0 75 75

PROPOSAL AND PROVISIONS MADE IN THE ESTIMATE:

CONSTRUCTION OF EMBANKMENT:

WBM GRADE II:

WBM GRADE III:

TACK COAT RS-1:

PREMIX CARPET:

Type of soilCBR

Value

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.

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.

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:

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

Proposed Pavement Thickness

(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.

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.

Pavement

thick

required

(in mm)

Existing crust

thickness (in mm)

Balance

thickness

required

(in mm)

KM



GEOMETRIC:

1) Terrain Classification : Plain / Rolling Terrain

2) Design Speed : 50 km/h

3) Land width :

4) Roadway width : 6 m – available for entire stretch

5) : 7.5 m (Outer to outer)

6) Carriage width : Available – 3.75 m.

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 : 2200 m

HORIZONTAL CURVES:

VERTICAL CURVES:

Minimum required land remains width 9m but in some places itis found less, due to encroachments by adjacent land owners

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.

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.R’S 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 is

proposed with a camber of 3.0%



CROSS DRAINAGE WORKS:

2000

ROAD PROTECTIVE WORKS:

Km SideLength

(m)Height(m)

1 L 20.00 1.50

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 Type

Single span of 2m RCC slab culvert

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

Ch 1600-1620

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

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.

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



1 Name of work :Improvement of road from Karunakku mutham patty

To Karankuli 2500m

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 : 2200

c. Amount of sanction :

4Whether nomenclature length amount is

as per G.O

: Yes

5 Change in scope of sanction : No

6 Amount of estimate now prepared :

7

Whether the estimate amount is within

allowable limits of power of sanction of

competent authority

: Yes

8 Revised administrative sanction if any : No

9

Whether the following details are

enclosed, site plan, index map,

alignment of road

: Yes

10

Whether L.S and C.S working drawing

data with quarry chart , quarry map,counter signed by concerned Engineer,

detailed estimate, abstract estimate,

specification report etc. are enclosed

: Yes

1Whether alternative alignment are

studied: Existing Alignment has been followed

2

If so whether details of each alignment

their merits and demerits are given in

the estimate and only the best is

selected

: --

3Is the alignment approved by Competent

Authority: Yes

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

II. ALIGNMENT

CHECKLIST FOR ROAD WORKS FOR SCRUTINY AND SANCTION OF ESTIMATES

I. GENERAL

3

:

:



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

2Whether pavement is scientificallydesigned based on soaked CBR value of

sub-grade and sub-base materials

: Yes

IV. ALIGNMENT

1

Whether L.S and C.S are taken at

specified intervals and quantity worked

out

: Yes

2Are the standards adopted in all aspects

like width, side slope and right of way?:

3

Is the lead earth suitable for foundation?

Whether provision is made for conveying

good earth for forming the approach if

necessary.

: No

4

Whether the earth quarry is approved

with reference to availability and

suitability? Whether provision is made

for extra lead and lift for earth work?

: Not Applicable

5

Whether horizontal alignment is designed

with suitable horizontal and vertical

curves

: Yes

6

Whether the road level has been fixed

corresponding to the bridge estimate if

any to the project and the reference

bench mark.

: Yes

1



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

3Whether any provisions is made for arate for removal of sand upto sill level

without baling?

: Does not Arise

4

Whether concrete rate is including side

formwork, baling out water etc.,

complete and vibration charges.

: Yes

5

Whether formation rate is inclusive of

compaction allowances and watering

complete if so it bases on field tests?

: Yes

6

Whether the rates for items and checked

with reference to Standard Data Book

and the provision is adequate.

: Yes

1

Whether the estimate is provided with

adequate provision for the following

items?

2Provision of Land Acquisition to be paid if

any?Does not Arise

3 Provision for Cross Drainage Works No

4

Provision for Name Board, Guide Stone,

Km stones, Improvements to Geometrics

and Approach etc.,

Yes

5 Provision for Quality Control and Testing Does not Arise

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

V. RATES

VI. OTHER ITEMS



9Provision for Variation in Cost of

MaterialsDoes not Arise

10Any Special provision on that particular

type if required.Not Necessary

1

Certified that the particulars furnished

above are based on site inspection andare correct.

Yes

2

Certified that the provisions made under

L.S are adequate and donot warrant

revision

Yes

1 Estimate Amount 3230000

2Monetary limit for the sanctioning

authority

3 Sanction Number and date

VII. WHETHER THE FOLLOWING CERTIFICATES FURNISHED.

TECHNICAL SANCTION



SPECIFICATION REPORT TO ACCOMPANY THE ESTIMATE FOR THE WORK OF

ESTIMATE AMOUN 3230000

Name of District : THENI

Name of Union : Mayiladum Parai

Existing Condition : Worn out WBM/ Worn out BT

Scheme : NABARD

Administrative Sanction No :

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

There are many wheel

track and undulations in this road hence it is

very inconveniet for public. It is necessary to

improvements this road for the use of public to

a length of 2.2 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


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.



7) Difference in cost of Materials etc.,

8)

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

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

Provisions for Weep hole pipes and Filter



Reach Name of

Quarry

Kind of metal Lead in

KM

Cost of

material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 9 4350.00 31.50 - 4381.50

Steel upto 16mm

dia9 37750.00 31.50 - 37781.50

Steel above upto

16 mm dia 9 37750.00 31.50 - 37781.50

Sand for mortar 50 110.00 218.00 0.00 328.00

Sand for filling 50 110.00 218.00 0.00 328.00

40 mm ISS 11 560.00 60.70 0.00 620.70

25 mm ISS 11 480.00 60.70 0.00 540.70

20 mm ISS 11 780.00 60.70 0.00 840.70

12 mm ISS 11 720.00 60.70 3.15 783.85

6 mm ISS 11 360.00 60.70 3.15 423.85Rough Stone[M] 11 262.00 60.70 0.00 322.70

Rough Stone[R] 11 228.00 60.70 0.00 288.70

Bond Stone 11 360.00 60.70 0.00 420.70

90mm IRC 11 243.00 60.70 3.15 306.85

75mm IRC 11 272.00 60.70 3.15 335.85

63mm IRC 11 350.00 60.70 3.15 413.85

53mm IRC 11 425.00 60.70 3.15 488.85

46.50mm IRC 11 571.00 60.70 3.15 634.85

45mm IRC 11 571.00 60.70 3.15 634.85

37.50mm IRC 11 583.00 60.70 3.15 646.85

26.50mm IRC 11 550.00 60.70 3.15 613.85

25mm IRC 11 550.00 60.70 3.15 613.85

22.4mm IRC 11 800.00 60.70 3.15 863.85

13.2 mm IRC 11 739.00 60.70 3.15 802.85

11.2 mm IRC 11 503.00 60.70 3.15 566.85

6.70 mm IRC 11 374.00 60.70 3.15 437.85

11 374.00 60.70 3.15 437.85

11 374.00 60.70 3.15 437.85

11 331.00 60.70 3.15 394.85

11 73.00 60.70 3.05 136.75

Bitumen(80/100) 1 41230.35 0.00 - 41230.35

Bitumen (60/70) 1 0.00 0.00 - 0.00

Site Gravel 10 97.00 56.00 3.05 156.05

WBM Gr II metal 11 399 60.70 3.15 462.68

WBM Gr III metal 11 540.3 60.70 3.15 604.15

26.4mm IRC 11 550.00 60.70 3.15 613.85

11.2 mm IRC 11 503.00 60.70 3.15 566.85

2.8&2.36mm IRC 11 331.00 60.70 3.15 394.85

6.70 mm IRC 11 374.00 60.70 3.15 437.85

Quarry Dust 11 73.00 60.70 3.15 136.85

Emulsion Tar 1 42209.00 0 - 42209.00

LEAD STATEMENT

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust

KM- 0/0 - 1/0


DISTRICT : THENI BLOCK : CUMBUM



Reach Name of

Quarry


KM

Cost of

material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 10 4350.00 35.00 - 4385.00

Steel upto 16mm

dia10 37750.00 35.00 - 37785.00

Steel above upto

16 mm dia 10 37750.00 35.00 - 37785.00

Sand for mortar 51 110.00 221.30 0.00 331.30

Sand for filling 51 110.00 221.30 0.00 331.30

40 mm ISS 12 560.00 65.40 0.00 625.40

25 mm ISS 12 480.00 65.40 0.00 545.40

20 mm ISS 12 780.00 65.40 0.00 845.40

12 mm ISS 12 720.00 65.40 3.15 788.55

6 mm ISS 12 360.00 65.40 3.15 428.55

Rough Stone[M] 12 262.00 65.40 0.00 327.40

Rough Stone[R] 12 228.00 65.40 0.00 293.40

Bond Stone 12 360.00 65.40 0.00 425.40

90mm IRC 12 243.00 65.40 3.15 311.55

75mm IRC 12 272.00 65.40 3.15 340.55

63mm IRC 12 350.00 65.40 3.15 418.55

53mm IRC 12 425.00 65.40 3.15 493.55

46.50mm IRC 12 571.00 65.40 3.15 639.55

45mm IRC 12 571.00 65.40 3.15 639.55

37.50mm IRC 12 583.00 65.40 3.15 651.55

26.50mm IRC 12 550.00 65.40 3.15 618.55

25mm IRC 12 550.00 65.40 3.15 618.55

22.4mm IRC 12 800.00 65.40 3.15 868.55

13.2 mm IRC 12 739.00 65.40 3.15 807.55

11.2 mm IRC 12 503.00 65.40 3.15 571.55

6.70 mm IRC 12 374.00 65.40 3.15 442.55

12 374.00 65.40 3.15 442.55

12 374.00 65.40 3.15 442.55

12 331.00 65.40 3.15 399.55

12 73.00 65.40 3.05 141.45

Bitumen(80/100) 1 41230.35 0 - 41230.35

Bitumen (60/70) 1 35600.00 0 - 35600.00

Site Gravel 11 97.00 60.70 3.05 160.75

WBM Gr II metal 12 399 65.40 3.15 467.38

WBM Gr III metal 12 540.3 65.40 3.15 608.85

26.4mm IRC 12 550.00 65.40 3.15 618.55

11.2 mm IRC 12 503.00 65.40 3.15 571.55

2.8&2.36mm IRC 12 331.00 65.40 3.15 399.55

6.70 mm IRC 12 374.00 65.40 3.15 442.55

Quarry Dust 12 73.00 65.40 3.15 141.55

Bitumen (60/70) 1 36100.00 0 - 36100.00

Reach Name of

Quarry


KM

Cost of

material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 11 4350.00 37.95 - 4387.95

KM- 2/0 - 2/5

KM- 1/0 - 2/0

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust



Steel upto 16mm

dia11 37750.00 37.95 - 37787.95

Steel above upto

16 mm dia 11 37750.00 37.95 - 37787.95

Sand for mortar 52 110.00 224.60 0.00 334.60

Sand for filling 52 110.00 224.60 0.00 334.60

40 mm ISS 13 560.00 70.10 0.00 630.10

25 mm ISS 13 480.00 70.10 0.00 550.10

20 mm ISS 13 780.00 70.10 0.00 850.10

12 mm ISS 13 720.00 70.10 3.15 793.25

6 mm ISS 13 360.00 70.10 3.15 433.25

Rough Stone[M] 13 262.00 70.10 0.00 332.10

Rough Stone[R] 13 228.00 70.10 0.00 298.10

Bond Stone 13 360.00 70.10 0.00 430.10

90mm IRC 13 243.00 70.10 3.15 316.25

75mm IRC 13 272.00 70.10 3.15 345.25

63mm IRC 13 350.00 70.10 3.15 423.25

53mm IRC 13 425.00 70.10 3.15 498.25

46.50mm IRC 13 571.00 70.10 3.15 644.25

45mm IRC 13 571.00 70.10 3.15 644.25

37.50mm IRC 13 583.00 70.10 3.15 656.25

26.50mm IRC 13 550.00 70.10 3.15 623.25

25mm IRC 13 550.00 70.10 3.15 623.25

22.4mm IRC 13 800.00 70.10 3.15 873.25

13.2 mm IRC 13 739.00 70.10 3.15 812.25

11.2 mm IRC 13 503.00 70.10 3.15 576.25

6.70 mm IRC 13 374.00 70.10 3.15 447.25

13 374.00 70.10 3.15 447.25

13 374.00 70.10 3.15 447.25

13 331.00 70.10 3.15 404.25

13 73.00 70.10 3.05 146.15

Bitumen(80/100) 1 41230.35 0 - 41230.35

Bitumen (60/70) 1 35600.00 0 - 35600.00

Site Gravel 12 97.00 65.40 3.05 165.45

WBM Gr II metal 13 399 70.10 3.15 472.08

WBM Gr III metal 13 540.3 70.10 3.15 613.55

26.4mm IRC 13 550.00 70.10 3.15 623.25

11.2 mm IRC 13 503.00 70.10 3.15 576.25

2.8&2.36mm IRC 13 331.00 70.10 3.15 404.25

6.70 mm IRC 13 374.00 70.10 3.15 447.25

Quarry Dust 13 73.00 70.10 3.15 146.25

Bitumen (60/70) 1 36100.00 0 - 36100.00

4.75 mm IRC&Below

Quarry Dust

6.00 mm IRC

5.60 mm IRC



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



.60

.33

…

.73

…

.00

.73

.43

.30

.60

.55

.28

.00

re.

.00

00



Sl.No. Quantity

1

2

3

Rate Per Amount Rate Amount

1 Cost of Gravel 156.05 m3 156.05 160.75 160.7

1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.7

Rate for 1 m3 158.83 163.5

Rate Per Amount

1 Cost of Gravel 105.65 m3 105.65

1.00 Hire & Labour Charges 2.78 m3 2.78

Rate for 1 m3 108.43

5


1.00 Cost of 63 - 11.2 mm IRC HBG metal 604.15 m3 604.15 608.85 608.85

0.24 Cost of Gravel 156.05 m3 37.45 160.75 38.58

10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26

Rate for 10 m2 755.86 761.69

Rate for 1 m3 1007.81 1015.59

Rate Per Amount

1.00 Cost of 63 - 11.2 mm IRC HBG metal 618.25 m3 618.25

0.24 Cost of Gravel 105.65 m3 25.36

10.00 Hire & Labour Charges 114.26 10m2 114.26

2

KM4/0

Provi ing an aying 75mm compacte t ic WBM Gr.III using 1 cum o 63mm to 11.2mm IRC HBG meta an 0.24 cu

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 fo

pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing

camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for goo

water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire an

fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incident

charges etc., complete for top layer.

KM 1/0 Km 2/0

KM4/0

KM 1/0 Km 2/0

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sourceswork site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density

100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all oth

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 girupto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking

serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil n

exceeding 150 mm in thickness as per Technical Specification Clause 201.

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

hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including layin

and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOS

301 - 305.

Improvement of road from Karunakku mutham patty To Karankuli 25 m

THENI

Description of work

DISTRICT : BLOCK : Cumbu

Road Data



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 802.85 m3 144.51 807.55 145.3



24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 1006.0

10.00 Labour & Hire charges for P.C & S.C 258.48 10 m2 258.48 258.48 258.4

1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81 58.13 5.8

Rate for 10 m2 1505.25 1506.94

Rate for 1 m2 150.53 150.6

Km : 0 / 0 - 6/0

Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC siz

HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10

sqm of premix carpet including laying of seal coat type ‘A’ over 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 a

departmental section stores and its cost will be recovered as per special condition appended including heating the bitume

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 bitume

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 powe

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

KM 1/0 Km 2/0



Rate Per Amount

0.18 Cost of 13.2 mm IRC metal 816.95 m3 147.05



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 1510.33


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 up

Specification Clause 301.4.



DISTRICT : THENI

Sl.No Description Nos Length Breadth Depth Quantity Unit

1

Ch 0-1000 2 1000.00 1.000 2000.00

Ch 1000-2000 2 1000.00 1.000 2000.00

Ch 2000-2500 2 500.00 1.000 1000.00

5000.00

-2000.00

3000.00 sqm

2

Ch 0-1000 2 1000.00 1.000 0.200 400.00 cum

Ch 1000-2000 2 1000.00 1.000 0.200 400.00 cum

Ch 2000-2500 2 500.00 1.000 0.300 300.00 cum

1100.00

3

Ch 0-1000 1 1000.00 3.750 3750.00 sqm

Ch 1000-2000 1 1000.00 3.750 3750.00 sqm

Ch 2000-2500 1 500.00 3.750 1875.00 sqm

9375.00 sqm

3125.00 sqm

4

Ch 0-1000 1 990.00 3.750 0.075 278.44 Cum

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

284.06 Cum

Ch 1000-2000 1 1000.00 3.750 0.075 281.25 Cum

Deduct 2m Culvert Ch2000m -1 3.40 3.750 0.075 -0.96 Cum

280.29 Cum

Ch 2000-2500 1 500.00 3.750 0.075 140.63 Cum

140.63 Cum

DETAILED ESTIMATEImprovement of road from Karunakku mutham patty To Karankuli 2500m

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

macadam IIIspecification including spreading in uniform thickness, hand packing, rolling with threewheel 80 – 100 KN static roller in stages to proper grade and cam



5

Ch 0-1000 1 990.00 3.750 3712.50 Sqm

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

3787.50 Sqm

Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 2000-2500 1 500.00 3.750 1875.00 Sqm

1875.00 Sqm

9412.50 Sqm

6

Ch 0-1000 1 990.00 3.750 3712.50 Sqm

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

3787.50 SqmCh 1000-2000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 2000-2500 1 500.00 3.750 1875.00 Sqm

1875.00 Sqm

Sqm

7

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

8 2

9 10 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



DISTRICT : BLOCK : Cumbum

Sl.No unit Quantity Rate Amount

Ch 0-2500 sqm 3000.00 1.70 5 100

Ch 0-2500 cum 1100.00 33.65 37 015

Ch 0-2500 sqm 3125.00 3.75 11 719

Ch 0-1000 sqm 284.06 1007.81 2 86 281

Ch 1000-2000 sqm 280.29 1015.59 2 84 664

Ch 2000-2500 sqm 140.63 1023.36 1 43 910

Ch 0-2500 sqm 9412.50 24.78 2 33 242

Ch 0-1000 sqm 3787.50 150.53 5 70 132

Ch 1000-2000 sqm 3750.00 150.69 5 65 088

Ch 2000-2500 sqm 1875.00 150.86 2 82 863

Each 2 4000.00

8 000

Each 2 260.00

520

ABSTRACT ESTIMATE

Reach

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

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

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

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

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

cleaned With Hydraulic broom as per Technical Specification clause 503 and as dire

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

composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or

emulsion to required line, grade and level to serve as wearing course on a previously


THENI

7 Providing and erecting direction and place identfication Board

8 Reinforced cement concrete M15 grade Kilometer stone

4

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

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 Specification

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

6



Each 10 130.00

1 300

11 Construction of RW works (1.5 m Ht) 1 51 568

10 Construction of 2m slab culvert 3 00 311

28 81 712

Provision for Difference in cost of

material 2.5x20000 50 000

Provision for future PWD shedule of

rate 10% 2 88 171

12 Provision for Labour Welfare 0.3% 8 645

13 Contingencis and other unforeseen items 1 472

Total estimate amount Rs. 32 30 000

Sub total

9 Reinforced cement concrete M15 grade Hecto meter stone





=

=

=

=

=

=

=

=

=

=

=

[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]






. 139.00

. 125.00

. 143.00



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


1.00 Cost of Sand 328.00 m3

328.00 331.30 331.30 334

1.00 Refilling with Sand 9.00 m3

9.00 9.00 9.00 9

Rate per 1.00cum 337.00 340.30

Rate Per Amount


337.90

1.00 Refilling with Sand 9.00 m3

9.00

Rate per 1.00cum 346.90

KM 4/0

Improvement of road from Karunakku mutham patty To Karankuli 25 m

DISTRICT : 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 basement with filling sand in layers not more than 15cm .

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

KM 1/0 Km 2/0



3

Rate Per Amount Rate Amount Ra

9.00 40mm ISS HBG metal 620.70 m3 5586.30 625.40 5628.60 6

4.50 Cement mortar 1 : 4 1905.34 m3

8574.03 1909.90 8594.55 19

1.80 Mason II class 195.00 Each 351.00 195.00 351.00 1

17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 1

14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 1

Rate per 10cum 18253.53 18316.35

Rate per 1.00cum 1825.35 1831.64

Rate Per Amount

9.00 40mm ISS HBG metal 634.80 m3

5713.20

4.50 Cement mortar 1 : 4 1918.62 m3

8633.79

1.80 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 18440.19


KM 4/0

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever

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

with standard specifications and as directed.

KM 1/0 Km 2/0



4

Rate Per Amount Rate Amount R

9.00 40mm ISS HBG metal 620.70 m3 5586.30 625.40 5628.60 6

4.50 Cement mortar 1 : 3 2431.12 m3

10940.04 2436.10 10962.45 24




Rate per 10cum 20619.54 20684.25

Rate per 1.00cum 2061.95 2068.43

Rate Per Amount


5713.20

4.50 Cement mortar 1 : 3 2445.53 m3

11004.89






5

Rate Per Amount Rate Amount R


7566.30 845.40 7608.60 8

KM 4/0







KM 1/0 Km 2/0

KM 1/0 Km 2/0



4.50 Cement mortar 1 : 4 1905.34 m3

8574.03 1909.90 8594.55 19




Rate per 10cum 20197.53 20260.35

Rate per 1.00cum 2019.75 2026.04



7693.20

4.50 Cement mortar 1 : 4 1918.62 m3

8633.79






6


10.00 Rough stone for Masonry 322.70 m3

3227.00 327.40 3274.00 33

1.00 Bond stone 420.70 m3

420.70 425.40 425.40 43

3.40 Cement mortar 1 : 5 1589.87 m3

5405.56 1594.18 5420.21 159

7.10 Mason I class 195.00 Each 1384.50 195.00 1384.50 1910.60 Mason II class 175.00 Each 1855.00 175.00 1855.00 1714.10 Mazdoor I category 123.00 Each 1734.30 123.00 1734.30 1214.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 1

Rate per 10cum 15592.16 15658.51

Rate per 1.00cum 1559.22 1565.85

KM 4/0 Km 5/0

Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement using New 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



Rate Per Amount

10.00 Rough stone for Masonry 336.80 m3

3368.00

1.00 Bond stone 434.80 m3

434.80

3.40 Cement mortar 1 : 5 1602.48 m3

5448.43

7.10 Mason I class 195.00 Each 1384.5010.60 Mason II class 175.00 Each 1855.0014.10 Mazdoor I category 123.00 Each 1734.3014.10 Mazdoor II category 111.00 Each 1565.10

Rate per 10cum 15790.13Rate per 1.00cum 1579.01

7


9.00 20mm ISS HBG metal 840.70 m3 7566.30 845.40 7608.60 8


1476.00 331.30 1490.85 3

4.308 Cost of Cement 4381.50 MT 18875.50 4385.00 18890.58 43




10.00 Add for Vibration charges 24.20 m3

242.00 24.20 242.00

Rate for 10 m3

35298.20 35370.43

Rate per 1.00cum 3529.82 3537.04

Rate Per Amount

KM 4/0

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

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

shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without

claiming extra as directed by the departmental officers complete complying with standard

specifications.

KM 1/0 Km 2/0

KM 4/0




7693.20


1520.55

4.308 Cost of Cement 4390.90 MT 18916.00



35.30 Mazdoor II category 111.00 Each 3918.3010.00 Add for Vibration charges 24.20 m

3242.00

Rate for 10 m3

35510.15


8


1.00 Cost of steel 37781.50 MT 37781.50 37785.00 37785.00 3778

10.00 Cost of binding wire 34.50 Kg 345.00 34.50 345.00 3

35 Fitter I Class for bendin 172.00 Each 6020.00 172.00 6020.00 17

Rate for 1.00 MT 44146.50 44150.00

Rate Per Amount

1.00 Cost of steel 37790.90 MT 37790.90

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 44155.90

KM 4/0

KM 1/0 Km 2/0

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.



9


0.22 Cement Mortar 1:4 1905.34 m3 419.17 1909.90 420.18

2.20 Mason I class 195.00 Each 429.00 195.00 429.00

0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50

3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20

Rate per 10sqm 1264.87 1265.88

Rate per 1.00sqm 126.49 126.59


0.22 Cement Mortar 1:4 1918.62 m3

422.10 0.00 0.00

2.20 Mason I class 195.00 Each 429.00 195.00 429.00

0.50 Mazdoor I category 123.00 Each 61.50 123.00 61.50

3.20 Mazdoor II category 111.00 Each 355.20 111.00 355.20

Rate per 10sqm 1267.80 845.70

Rate per 1.00sqm 126.78 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

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 and as directed by the

departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/

square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc.,

).

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



24.924 Kg x 0.54 m 2= 13.46 Kg.

Weight of MS angle size 25 x 25 x 3 mm

3.6 x 1.1 Kg/m = 4.00 Kg

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

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

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

Total for each set (A)

Sub Data II

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

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

98.50 Casurina props 10 - 13 cm dia. 0.00 Rm

11.64

MAIN DATA FOR CENTERING - 10 M 2

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

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

Cost of silver Oak/ CW Joists 10 x 6.5 cm & Casurina props for 1

use = C/ 5

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

casurina props.



Total for 10 m2

Rate for 1 m2 186

Centering for Lintels & Beams per Sqm 186

Centering for Small projections (Sunshades, Lofts) per Sqm 223

Centering for Roof Slabs per Sqm 186

Centering below Ground level 186.367 / 2 93

Centering sides 1863.67 - 2.328 / 10 186

11

3 420.00

3.0 / 7.8 no mm dia PVC Sh 60 each 23.07692

3.0 / 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

Rate Per Amount Rate Amount Rat

11.00 Rough stone dry packing f 288.70 m3 3175.70 293.40 3227.40 29

3.50 Mason I class 195.00 Kg 682.50 195.00 682.50 19

10.6 Maz I class 123.00 Each 1303.80 123.00 1303.80 12

7 Maz II class 111.00 Each 777.00 111.00 777.00 11

Rate for 10 m3 5162.00 5213.70

Rate for 1 m3 516.20 521.37

Rate for 1 m2 118.67 119.86

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

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

KM 1/0 Km 2/0

no

Rm



Rate Per Amount

11.00 Rough stone dry packing f 302.80 m3 3330.80

3.50 Mason I class 195.00 Kg 682.50

10.6 Maz I class 123.00 Each 1303.80

7 Maz II class 111.00 Each 777.00

Rate for 10 m3 5317.10





Sl.No Description L B D Q

1

Earth work excavationfor foundation of

structures up to 3m depth as per drawing and

technical specification clause 1140 includingsetting out,construction of shoring and

bracing ,removal of stumps and other

deleterious matter, dressing of sides and

bottom and back filling with approved

material.

Footing for Rw 1 1 50 1.4 0.7 49.00

Total 49.00

2

Providing and laying concrete for

plain/Reinforced concrete (1:3:6) in open

foundation complete as per drawings and

MORD technical specification clauses

802,803,1202 &1203

Below sill

Footing for Rw 1 1 50 1.4 0.5 35.00

Above sill

Wall 1 1 50 (.9+.3)/2 0.5 15.00

Total 50.00

3

Centering: Providing form work for centering,

shuttering etc., for all RCC works including

strutting up to 3.29m in all floors using mild

steel sheets of size 90 x 60 cm of B G 10

stiffened with mild steel angles of size 25 x 25

x 3mm laid over silver oak

Below sillFooting for Rw 1 2 51.4 0.5 51.40

Total 51.40

4


shuttering etc., for all RCC works including

strutting up to 3.29m in all floors using mild

steel sheets of size 90 x 60 cm of B G 10

stiffened with mild steel angles of size 25 x 25

x 3mm laid over silver oak


Detailed Estimatie For Retaining wall of 1.50m Hight

NO



Above sill

wall 1 2 50.6 1.4 141.68

Total 141.68

5

Plastering with cement mortar (1:4) 20mm

thick

on masonary work in sub-structure as per

MORD technical specification clause 613.4&1204

wall 1 2 50 0.3 30.00

Total 30.00



Sl.No Qty Description of item RATE PER UNIT AMOUNT

1 2 3 4 5 6

1 49.00

Earth work excavationfor foundation of structures

up to 3m depth as per drawing and technical

specification clause 1140 including setting

out,construction of shoring and bracing ,removal of

stumps and other deleterious matter, dressing of

sides and bottom and back filling with approved

material.

63.20 CUM 3097

2 50.00

Providing and laying concrete for plain/Reinforced

concrete (1:3:6) in open foundation complete as per

drawings and MORD technical specification clauses

802,803,1202 &1203

2068.43 CUM 103422

3 51.40


shuttering etc., for all RCC works including strutting

up to 3.29m in all floors using mild steel sheets of

size 90 x 60 cm of B G 10 stiffened with mild steel

angles of size 25 x 25 x 3mm laid over silver oak

186.13 CUM 9567

4 141.68


shuttering etc., for all RCC works including strutting

up to 3.29m in all floors using mild steel sheets of

size 90 x 60 cm of B G 10 stiffened with mild steel

angles of size 25 x 25 x 3mm laid over silver oak

223.64 CUM 31685

5 30.00

Plastering with cement mortar (1:4) 20mm thick

on masonary work in sub-structure as per MORD

technical specification clause 613.4 &1204

126.59 Sqm 3798

1 51 568


Total



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

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 : 1600m


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 alllabour, 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 size HBG

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

Water way



Above Sill

Abutment

1 2 7.500 1.000 1.30 19.50

(1.3+.7)/2

Wings

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

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

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



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

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

9. Supplying, fixing and placing of centering for 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

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



Sl. No. Unit Quantity Rate Amount

cum 67.07 63.20 4239

cum 9.14 1831.64 16741

cum 84.30 2068.43 174369

sqm 4.50 220.00 990

cum 7.46 3537.04 26386

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

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.

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,clause800,1205.4, and 1205.5 for deck slab

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 andother 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 M7.5 Nominal Mix 1:4:8 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

COST ESTIMATE

Construction of slab culvert 2 m vent @ CH : 1600m


Description



Mt 0.60 44150.00 26490

cum 60.30 163.53 9861

sqm 3.06 126.59 387

sqm 128.72 223.64 28787

sqm 64.80 186.13 12061

300311





Total

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

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

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