Copy of Kalliraichel Road

8/13/2019 Copy of Kalliraichel Road

1/46

Estimate Amount 4540000 LAKHS

Package No :

District : D 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 -4/4 250 100 75 75 0 0 75 75

TACK COAT RS-1:

PREMIX CARPET:

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.

NABARD SCHEME 2010 - 2011(Ministry of Rural Development, Govt. of India)

Block : CUMBUM

Improvement of road from Surulipatty to Kalliraichel Road 4000m

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)

Proposed Pavement Thickness

(in mm) Total

Thicknessproposed

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.

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


2/46

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.

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 : 4400 m

HORIZONTAL CURVES:

VERTICAL CURVES:

Road way width for CD Stru

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.

Minimum required land remains width 9m but in some places it

is found less, due to encroachments by adjacent land owners

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


3/46

CROSS DRAINAGE WORKS:

1690

2000

3050

3230

4000

4200

ROAD PROTECTIVE WORKS:

Km Length(m)

Height(m)

1 L 60.00 1.20

1 L 100.00 1.80

LUMP SUM PROVISIONS:

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

Good

25m causeway Damaged

Single span of 6 m RCC slab

culvert

DamagedSingle span of 3 m RCC slab

culvert

Good

3Row pipe culvert Good

3 Row pipe culvert

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 2010 - 2011

3 Row pipe culvert

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

Preparation for DPR Preperation Charges

Provision for Labour Welfare fund @ 0.3%

3Row pipe culvert DamagedSingle span of 3 m RCC slab

culvert

3Row pipe culvert

Provision for Contingencies.

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

Ch 610-670

Ch 900-1000

Lump sum provisions are made for the following items of works


4/46

1 Name of work :

Improvement of road from

Surulipatty to Kalliraichel Road4000m

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 : 4000m

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

II. ALIGNMENT

CHECKLIST FOR ROAD WORKS FOR SCRUTINY AND SANCTION OF ESTIMATES

I. GENERAL

3

:

:


5/46

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

5

Whether 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

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 approvedwith 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


6/46

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% extra

collection 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 ratesincluding 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

Whether formation rate is inclusive of

compaction allowances and wateringcomplete 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

V. RATES

VI. OTHER ITEMS


7/46

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 site inspection and

are correct.

Yes

2

Certified that the provisions made under

L.S are adequate and donot warrant

revision

Yes

1 Estimate Amount 4540000

2Monetary limit for the sanctioning

authority

3 Sanction Number and date

VII. WHETHER THE FOLLOWING CERTIFICATES FURNISHED.

TECHNICAL SANCTION


8/46

SPECIFICATION REPORT TO ACCOMPANY THE ESTIMATE FOR THE WORK OF

ESTIMATE AMOUNT RS:

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 wheel

track and undulations in this road hence it isvery inconveniet for public. It is necessary to

improvements this road for the use of public to

a length of 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.


9/46

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 sanctioned

estimate and higher authorities instructions.,

Provisions for Weep hole pipes and Filter


10/46

Reach Name of

Quarry

Kind of metal Lead in KM Cost of

material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 5 4350.00 17.50 - 4367.50

Steel upto 16mm dia 5 37750.00 17.50 - 37767.50

Steel above upto 16 mm dia 5 37750.00 17.50 - 37767.50

Sand for mortar 46 110.00 204.80 0.00 314.80

Sand for filling 46 110.00 204.80 0.00 314.80

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 3.15 762.356 mm ISS 7 360.00 39.20 3.15 402.35

Rough Stone[M] 7 262.00 39.20 0.00 301.20

Rough 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 : CUMBUM



11/46

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 3.05 115.25

Bitumen(80/100) 1 41230.35 0.00 - 41230.35

Bitumen (60/70) 1 35600.00 0.00 - 35600.00

Site Gravel 6 97.00 33.60 3.05 133.65

WBM Gr II metal 7 399 39.20 3.15 441.18

WBM Gr III metal 7 540.3 39.20 3.15 582.65

26.4mm IRC 7 550.00 39.20 3.15 592.3511.2 mm IRC 7 503.00 39.20 3.15 545.35

2.8&2.36mm IRC 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 36100.00 0 - 36100.00

Reach Name of

Quarry


material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 6 4350.00 21.00 - 4371.00

KM- 1/0 - 2/0

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust


12/46

Steel upto 16mm dia 6 37750.00 21.00 - 37771.00


Sand for mortar 47 110.00 208.10 0.00 318.10

Sand for filling 47 110.00 208.10 0.00 318.10

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

Rough Stone[M] 8 262.00 44.80 0.00 306.80

Rough 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


13/46

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 3.05 120.85

Bitumen(80/100) 1 41230.35 0 - 41230.35

Bitumen (60/70) 1 35600.00 0 - 35600.00Site Gravel 7 97.00 39.20 3.05 139.25

WBM Gr II metal 8 399 44.80 3.15 446.78

WBM Gr III metal 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

2.8&2.36mm IRC 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 3.15 120.95

Bitumen (60/70) 1 36100.00 0 - 36100.00

Reach Name of

Quarry


material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 7 4350.00 24.50 - 4374.50

Steel upto 16mm dia 7 37750.00 24.50 - 37774.50


Sand for mortar 48 110.00 211.40 0.00 321.40

Sand for filling 48 110.00 211.40 0.00 321.40

40 mm ISS 9 560.00 50.40 0.00 610.40

25 mm ISS 9 480.00 50.40 0.00 530.40

20 mm ISS 9 780.00 50.40 0.00 830.40

KM- 2/0 - 3/0

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below

Quarry Dust


14/46

12 mm ISS 9 720.00 50.40 3.15 773.55

6 mm ISS 9 360.00 50.40 3.15 413.55

Rough Stone[M] 9 262.00 50.40 0.00 312.40

Rough 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 3.05 126.45

Bitumen(80/100) 1 41230.35 0 - 41230.35

Bitumen (60/70) 1 35600.00 0 - 35600.00

Site Gravel 8 97.00 44.80 3.05 144.85

WBM Gr II metal 9 399 50.40 3.15 452.38

WBM Gr III metal 9 540.3 50.40 3.15 593.85

4.75 mm IRC&Below

6.00 mm IRC

5.60 mm IRC

Quarry Dust


15/46

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

2.8&2.36mm IRC 9 331.00 50.40 3.15 384.55

6.70 mm IRC 9 374.00 50.40 3.15 427.55

Quarry Dust 9 73.00 50.40 3.15 126.55

Bitumen (60/70) 1 36100.00 0 - 36100.00

Reach Name of

Quarry


material

Conveyance

Charges

Stacking

charges

Storagge

charges

Total

Cement 8 4350.00 28.00 - 4378.00

Steel upto 16mm dia 8 37750.00 28.00 - 37778.00


Sand for mortar 49 110.00 214.70 0.00 324.70

Sand for filling 49 110.00 214.70 0.00 324.70

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

Rough Stone[M] 10 262.00 56.00 0.00 318.00

Rough 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 -4/0


16/46

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 3.05 132.05

Bitumen(80/100) 1 41230.35 - 41230.35

Bitumen (60/70) 1 35600.00 0 - 35600.00

Site Gravel 9 97.00 50.40 3.05 150.45

WBM Gr II metal 10 399 56.00 3.15 457.98

Quarry Dust

6.00 mm IRC

5.60 mm IRC

4.75 mm IRC&Below


17/46

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

37.29

74.57 76.90

38.45

273

383844.823728.62

26633.00

0.00 0.00

27463.0026633.00

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


18/46

.60

.33

.73

.00

.73

.43

.30

.55

.28

.00

.60

re.

.00

00


19/46

Sl.No. Quantity Rate p

1 m2

2 m3

3

Rate Per Amount Rate Amount Rate

1 Cost of Gravel 133.65 m3 133.65 139.25 139.25 144.8

1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.78 2.78

Rate for 1 m3 136.43 142.03


1 Cost of Gravel 150.45 m3

150.45 105.65 105.65 105.6

1.00 Hire & Labour Charges 2.78 m3 2.78 2.78 2.78 2.

KM4/0 Km 5/0

KM 1/0 Km 2/0

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 & fuel charges 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 including removal and disposal of top organic soil

not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Earthwork excavating & depositing on bank with initial 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.

Description of work

Improvement of road from Surulipatty to Kalliraichel Road 4 mTHENIDISTRICT :

Road Data

BLOCK : CUMBUM


20/46

Rate for 1 m3 153.23 108.43

5

Rate Per Amount Rate Amount Rat

1.00 Cost of 63 - 11.2 mm IRC HBG metal 582.65 m3 582.65 588.25 588.25 593

0.24 Cost of Gravel 133.65 m3 32.08 139.25 33.42 144

10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114

Rate for 10 m2 728.99 735.93

Rate for 1 m3 971.99 981.24

Rate Per Amount Rate Amount

1.00 Cost of 63 - 11.2 mm IRC HBG metal 599.45 m3 599.45 604.15 604.15 608

0.24 Cost of Gravel 150.45 m3 36.11 105.65 25.36 105

10.00 Hire & Labour Charges 114.26 10m2 114.26 114.26 114.26 114

Rate for 10 m2 749.82 743.77

Rate for 1 m3 999.76 991.69

6

Rate Per Amount

Providing and layingtack 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 Km 5/0

KM 1/0 Km 2/0

Provi ing an aying 75mm compacte t ic WBM Gr.IIIusing 1 cum o 63mm to 11.2mm IRC HBG meta an 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 charges etc., complete for top layer.


21/46

4.00 Cost of Bitumen Emulsion 42209.00 MT 168.84

10.00 Labour & Hire charges 77.80 10m2 77.80


22/46

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 140.64 786.95 141.65 792.5



24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 1006.0235600.0

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

1.00 Hire charges for P.C & S.C 58.13 10 m2 5.81 58.13 5.81 58.1

Rate for 10 m2 1497.50 1499.53

Rate for 1 m2 149.75 149.95




KM4/0 Km 5/0

KM 1/0 Km 2/0

Providing and layingopen 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 type Aover 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.


23/46


24.40 Cost of Bitumen 41230.35 MT 1006.02 41230.35 1006.0235600.00

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 1503.55 1505.25

Rate for 1 m2 150.36 150.53

1 M2

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 1

Technical Specification Clause 301.4.


24/46

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 2000-3000 2 1000.00 1.000 2000.00

` Ch 3000-4000 2 1000.00 1.000 2000.00

8000.00

-3200.00

4800.00 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 2000-3000 2 1000.00 1.000 0.300 600.00 cum

Ch 3000-4000 2 1000.00 1.000 0.200 400.00 cum

1800.00

3

Ch 0-1000 1 1000.00 3.750 3750.00sqm

Ch 1000-2000 1 1000.00 3.750 3750.00sqm

Ch 2000-3000 1 1000.00 3.750 3750.00sqm

` Ch 3000-4000 1 1000.00 3.750 3750.00sqm

15000.00 sqm

5000.00

5

Ch 0-1000 1 1000.00 3.750 0.075 281.25 Cum

281.25 Cum

Ch 1000-2000 1 1000.00 3.750 0.075 281.25 Cum

Deduct 6m slabCulvert Ch2000 m -1 7.40 3.750 0.075 -2.08 Cum

279.17 Cum

Ch 2000-3000 1 1000.00 3.750 0.075 281.25 Cum

281.25 Cum

Ch 3000 -4000 1 1000.00 3.750 0.075 281.25 Cum

Ch 3800 -4000 1 200.00 3.750 0.075 56.25

337.50 Cum

6

Ch 0-1000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 1000-2000 1 1000.00 3.750 3750.00 Sqm

BLOCK : CUMBUM

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

IIIspecification including spreading in uniform thickness, hand packing, rolling with three wheel 80

100 KN static roller in stages to proper grade and cam

Providing and applying tack coat with Bitumen emulsion (RS1) 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

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

DETAILED ESTIMATEImprovement of road from Surulipatty to Kalliraichel Road 4000m

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


25/46

3750.00 Sqm

Ch 2000-3000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

Ch 3000 -4000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

15000.00 Sqm

7

Ch 0-1000 1 700.00 3.750 2625.00 Sqm

2625.00 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 -4000 1 1000.00 3.750 3750.00 Sqm

3750.00 Sqm

8

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

8 4

9 16 Nos.

10

11 Provision for Labour Welfare 0.3% #

12 Contingencis and other unforeseen items L.S

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

Providing laying and rolling ofopengrade 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 Coaton a previously prepared base

Providing and erecting direction and place identfication Board

Reinforced cement concrete M15 grade Kilometer stoneof standard design

Reinforced cement concrete M15 grade Hecto meter stoneof standard design


26/46

DISTRICT : BLOCK : CUMBUM

Sl.No unit Quantity Rate Amount

Ch 0-4000 sqm 4800.00 1.55 7 440

Ch 0-4000 cum 1800.00 30.60 55 080

Ch 0-4000 sqm 5000.00 3.75 18 750

Ch 300-1000 sqm 281.25 971.99 2 73 372

Ch 1000-2000 sqm 279.17 981.24 2 73 932

Ch 2000-3000 sqm 281.25 990.49 2 78 575

Ch 3000-4000 sqm 337.50 999.76 3 37 419

Ch 0-4000 sqm 15000.00 24.78 3 71 700

Ch 300-1000 sqm2625.00 149.75 3 93 094

Ch 1000-2000 sqm 3750.00 149.95 5 62 313

Ch 2000-3000 sqm 3750.00 136.42 5 11 575

Ch 3000-4000 sqm 3750.00 150.36

5 63 850

Each 2 4000.00 8 000

Each 4 260.00 1 040

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

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

Providing laying and rolling ofopengrade premix carpet of 20 mm thickness composed of 13.2

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

and level to serve as wearing course on a previously prepared

9 Reinforced cement concrete M15 grade Hecto meter stone

Reinforced cement concrete M15 grade Kilometer stone

6

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

of0.275 kg / sqm on the prepared granular surface treated with primer & cleaned With Hydraulicbroom as per Technical Specification clause 503 and as dire

2

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

4


THENI

7 Providing and erecting direction and place identfication Board

8


27/46

Each 18 130.00 2 340

80 000

10 Construction of 20m causeway - 4 80 000 1 49 552

11 Construction of 20m causeway 1 50 663

40 38 694

Provision for diferance in cost of

material 4x20000 80 000

13 Provision for Labour Welfare 0.3% 12 116

Provision for future PWD shedule of

rate @10% 4 03 869

14 Contingencis and other unforeseen items 5 321

Total estimate amount Rs. 45 40 000

Difference in cost of material 4x20000

Sub total


28/46

=

=

=

=

=

=

=

=

=

=

=

[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. 28.00

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]


29/46

. 139.00

. 125.00

. 143.00


30/46

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 314.80 m3

314.80 318.10 318.10 321.40

1.00 Refilling with Sand 9.00 m3

9.00 9.00 9.00 9.00

Rate per 1.00cum 323.80 327.10



324.70 328.00 328.00 331.30

1.00 Refilling with Sand 9.00 m3

9.00 9.00 9.00 9.00

Rate per 1.00cum 333.70 337.00

3

Cement Mortar 1 : 1.5

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may bedirected 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 than15cm . Thick well ramed, watered and compacted Complete complying with stanard

specification.

KM 1/0 Km 2/0

KM 4/0 Km 5/0 Km

II. Mortars

Km

Improvement of road from Surulipatty to Kalliraichel Road 4 mDISTRICT : THENI BLOCK : CUMBUM


31/46


0.96 Cement 4367.50 M.T 4192.80 4371.00 4196.16 4374

1.00 Sand 314.80 m3

314.80 318.10 318.10 32

Rate per 1.00cum 4507.60 4514.26


0.96 Cement 4378.00 M.T 4202.88 4381.50 4206.24 4385

1.00 Sand 324.70 m3

324.70 328.00 328.00 33

Rate per 1.00cum 4527.58 4534.24

Cement Mortar 1 : 2


0.72 Cement 4367.50 M.T 3144.60 4371.00 3147.12 4374

1.00 Sand 314.80 m3

314.80 318.10 318.10 32

Rate per 1.00cum 3459.40 3465.22


0.72 Cement 4378.00 M.T 3152.16 4381.50 3154.68 4385

1.00 Sand 324.70 m3

324.70 328.00 328.00 33

Rate per 1.00cum 3476.86 3482.68

Cement Mortar 1 : 3


0.48 Cement 4367.50 M.T 2096.40 4371.00 2098.08 4374

1.00 Sand 314.80 m3

314.80 318.10 318.10 32

Rate per 1.00cum 2411.20 2416.18

KM 1/0 Km 2/0

KM 4/0 Km 5/0

KM 1/0 Km 2/0

KM 4/0 Km 5/0

KM 4/0 Km 5/0

KM 1/0 Km 2/0


32/46


0.48 Cement 4378.00 M.T 2101.44 4381.50 2103.12 438

1.00 Sand 324.70 m3

324.70 328.00 328.00 33

Rate per 1.00cum 2426.14 2431.12

Cement Mortar 1 : 4


0.36 Cement 4367.50 M.T 1572.30 4371.00 1573.56 437

1.00 Sand 314.80 m3

314.80 318.10 318.10 32

Rate per 1.00cum 1887.10 1891.66

KM 1/0 Km 2/0


33/46


0.36 Cement 4378.00 M.T 1576.08 4381.50 1577.34 4385.0

1.00 Sand 324.70 m3

324.70 328.00 328.00 331.3

Rate per 1.00cum 1900.78 1905.34

Cement Mortar 1 :5


0.288 Cement 4367.50 M.T 1257.84 4371.00 1258.85 4374.5

1.00 Sand 314.80 m3

314.80 318.10 318.10 321.4

Rate per 1.00cum 1572.64 1576.95


0.288 Cement 4378.00 M.T 1260.86 4381.50 1261.87 4385.0

1.00 Sand 324.70 m3

324.70 328.00 328.00 331.3

Rate per 1.00cum 1585.56 1589.87

3


9.00 40mm ISS HBG metal 599.20 m3

5392.80 604.80 5443.20 610.4

4.50 Cement mortar 1 : 4 1887.10 m3

8491.95 1891.66 8512.47 1896.2

1.80 Mason II class 195.00 Each 351.00 195.00 351.00 195.0

17.70 Mazdoor I category 123.00 Each 2177.10 123.00 2177.10 123.0

14.10 Mazdoor II category 111.00 Each 1565.10 111.00 1565.10 111.0

Rate per 10cum 17977.95 18048.87Rate per 1.00cum 1797.80 1804.89

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

KM 1/0 Km 2/0

KM 4/0 Km 5/0

KM 4/0 Km 5/0


34/46



5544.00 620.70 5586.30 625.4

4.50 Cement mortar 1 : 4 1900.78 m3

8553.51 1905.34 8574.03 1909.90




Rate per 10cum 18190.71 18253.53

Rate per 1.00cum 1819.07 1825.35

4


9.00 40mm ISS HBG metal599.20 m

3

5392.80 604.80 5443.20 610.44.50 Cement mortar 1 : 3 2411.20 m

310850.40 2416.18 10872.81 2421.16




Rate per 10cum 20336.40 20409.21

Rate per 1.00cum 2033.64 2040.92



5544.00 620.70 5586.30 625.4

4.50 Cement mortar 1 : 3 2426.14 m3

10917.63 2431.12 10940.04 2436.10


KM 4/0 Km 5/0

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.

KM 1/0 Km 2/0

KM 4/0 Km 5/0


35/46



Rate per 10cum 20554.83 20619.54

Rate per 1.00cum 2055.48 2061.95

5



7372.80 604.80 5443.20 830.40

4.50 Cement mortar 1 :2 3459.40 m3

15567.30 3465.22 15593.49 1896.22




Rate per 10cum 26997.30 25093.89

Rate per 1.00cum 2699.73 2509.39



7524.00 840.70 7566.30 845.40

4.50 Cement mortar 1 : 4 1900.78 m3

8553.51 1905.34 8574.03 1909.90




Rate per 10cum 20134.71 20197.53

Rate per 1.00cum 2013.47 2019.75

Cement concrete 1 : 2 : 4 mix using 20mm 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 K

KM 4/0 Km 5/0 K


36/46

6


10.00 Rough stone for Masonry 301.20 m3

3012.00 306.80 3068.00 312.40

1.00 Bond stone 399.20 m3

399.20 404.80 404.80 410.40

3.40 Cement mortar 1 : 5 1572.64 m3

5346.98 1576.95 5361.63 1581.26

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



10.00 Rough stone for Masonry 318.00 m3

3180.00 322.70 3227.00 327.40

1.00 Bond stone 416.00 m3

416.00 420.70 420.70 425.40

3.40 Cement mortar 1 : 5 1585.56 m3

5390.90 1589.87 5405.56 1594.18

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


7


Km 5/0 K

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

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 2/0 K

KM 4/0


37/46


7372.80 824.80 7423.20 830.40


1416.60 318.10 1431.45 321.40

4.308 Cost of Cement 4367.50 MT 18815.19 4371.00 18830.27 4374.50



35.30 Mazdoor II category 111.00 Each 3918.30 111.00 3918.30 111.0010.00 Add for Vibration charges 24.20 m

3242.00 24.20 242.00 24.20

Rate for 10 m3

34984.99 35065.32

Rate per 1.00cum 3498.50 3506.53



7524.00 840.70 7566.30 845.40


1461.15 328.00 1476.00 331.30

4.308 Cost of Cement 4378.00 MT 18860.42 4381.50 18875.50 4385.00




10.00 Add for Vibration charges 24.20 m3

242.00 24.20 242.00 24.20

Rate for 10 m3

35225.97 35298.20

Rate per 1.00cum 3522.60 3529.82

8


KM 4/0 Km 5/0 K

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.


38/46

1.00 Cost of steel 37767.50 MT 37767.50 37771.00 37771.00 37774.50

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 44132.50 44136.00


1.00 Cost of steel 37778.00 MT 37778.00 37781.50 37781.50 37785.00

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 44143.00 44146.50

9


0.22 Cement Mortar 1:4 3459.40 m3

761.07 3465.22 762.35 1896.22

2.20 Mason I class 195.00 Each 429.00 195.00 429.00 195.00



Rate per 10sqm 1606.77 1608.05

Rate per 1.00sqm 160.68 160.81


0.22 Cement Mortar 1:4 1900.78 m3

418.17 1905.34 419.17 1909.90

2.20 Mason I class 195.00 Each 429.00 195.00 429.00 195.00



Rate per 10sqm 1263.87 1264.87

KM 4/0 Km 5/0 K

Km 5/0 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 4/0

KM 1/0 Km 2/0 K


39/46

Rate per 1.00sqm 126.39 126.49

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

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

11.64Cost of silver Oak/ CW Joists 10 x 6.5 cm & Casurina props for1 use = C/ 5

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

and casurina props.

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

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, Landingbeam, Portico beam etc., ).


40/46

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

Rate for 1 m2 186.37

Centering for Lintels & Beams per Sqm 186.37

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

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 3m672.00

no

Rm

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

Cost of silver Oak/ CW Joists 10 x 6.5 cm


41/46


42/46

Sl.No Description of item Length width(m) Depth ( Unit Quantity

1 2 3 4 5 6 7 8

1

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 ofsides and botto

Body wall 1 2 20.00 0.90 0.60 Cum 21.60

End wall 1 1 6.75 0.75 0.30 Cum 1.52

Total Cum 23.12

2

Providing and laying concrete for plainWith 40 mm

metal concrete (cc 1:3:6) in open foundation

complete as per drawings and MORD technical

specification clauses 802,803,1202 &1203

Below sill

Body wall Footing 1 2 20.00 0.90 0.50 Cum 18.00

End wallFooting 1 1 6.75 0.75 0.30 Cum 1.52

Total Cum 19.52

3


metal concrete (cc 1:2:4) in open foundationcomplete as per drawings and MORD technical


Above sill

Body wall 1 2 20.00 (.75+.45)/2 1.20 Cum 28.80

End wall 1 1 6.45 (.6+.45)/2 0.75 Cum 2.54

Base course 1 1 20.00 6.90 0.10 Cum 13.80

Total Cum 45.14

4

Providing and laying sand soling to compacted thick

including cost and 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.Base course 1 1 20.00 6.36 0.90 Cum 114.48

Total Cum 114.48

Construction of causeway 20m length @ CH ; 1800-1820

Nos


43/46

Sl.No Qty UNIT Description of item RATE PER UNIT AMOUNT

1 2 3 4 5 6 7

1 23.1 CUM

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

botto

57.50 CUM 1329

2 19.52 CUM

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

2040.92 CUM 39836

3 45.14 CUMProviding and laying concrete for plainWith

40 mm metal concrete (cc 1:3:6) in open

foundation complete as per drawings and

MORD technical specification clauses

802,803,1202 &1203

2040.92 CUM 92126

4 114.48

Providing and laying sand soling to

compacted thick including cost and

conveyance of gravel from approved

sources to work site including labour for

spreading,watering and compacting bypower roller to achieve the required proctor

density at 100 % compaction.

142.03 CUM 16260

Total 1 49 552



44/46


45/46

Sl.No Description of item Length width(m) Depth ( Unit Quantity

1 2 3 4 5 6 7 8

1




out,construction of shoring and bracing ,removal of

stumps and other deleterious matter, dressing ofsides and botto

Body wall 1 2 20.00 0.90 0.60 Cum 21.60

End wall 1 1 6.75 0.75 0.30 Cum 1.52

Total Cum 23.12

2


metal concrete (cc 1:3:6) in open foundation



Below sill

Body wall Footing 1 2 20.00 0.90 0.50 Cum 18.00

End wallFooting 1 1 6.75 0.75 0.30 Cum 1.52

Total Cum 19.52

3


metal concrete (cc 1:2:4) in open foundationcomplete as per drawings and MORD technical


Above sill

Body wall 1 2 20.00 (.75+.45)/2 1.20 Cum 28.80

End wall 1 1 6.45 (.6+.45)/2 0.75 Cum 2.54

Base course 1 1 20.00 6.90 0.10 Cum 13.80

Total Cum 45.14

4

Providing and laying sand soling to compacted thick

including cost and 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.Base course 1 1 20.00 6.36 0.90 Cum 114.48

Total Cum 114.48


Nos


46/46

Sl.No Qty UNIT Description of item RATE ER UNI AMOUNT

1 2 3 4 5 6 7

1 23.1 CUM




out,construction of shoring and bracing ,removal

of stumps and other deleterious matter, dressing

of sides and botto

57.50 CUM 1329

2 19.52 CUM

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

2048.20 CUM 39978

3 45.14 CUMProviding and laying concrete for plainWith 40mm metal concrete (cc 1:3:6) in open foundation



2048.20 CUM 92455

4 114.48

Providing and laying sand soling to compacted

thick including cost and 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.

147.63 CUM 16901

Total 1 50 663


Copy of Kalliraichel Road

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