Dpr Pmgsy Ii 4c3s4u

GOVERNMENT OF RAJASTHAN

PUBLIC WORKS DEPARTMENT

DETAIL PROJECT REPORT FOR

Upgradation of Existing Road under PMGSY II NAME OF WORK

: Upgradation of Anjana Pardi Jagdish

Road Km 0/00 to 11/500 NAME OF VILLAGE & : Anjana (1010) , Saliyo ka Khera ( 612 POPULATION Anoppura ( 494 ) & Kundwa (791)

LENGTH

: 11.500 Km.

ESTIMATED COST

: Rs. 384.07 Lacs

COST PER KM

: Rs. 33.40 Lacs

Name of District

: Rajsamand

Name of Block

: Deogarh

Name of Circle

: P.W.D. Circle Rajsamand

Name of Division

: P. W. D. Division BHIM

Name of Sub Division : P. W. D. Sub Division DEOGARH

),

P

TECHNICAL REPORT 1. Name of Work :- Upgradation of B/T Road from Anjana Pardi Jagdish Road km ( T 04 ) Km 0/00 To 11/500 under PMGSY II 2. . Sanction :3. Preliminary Details : The construction of new village road having following details in proposed to be constructed confirming to the norms of PMGSY :-

Name of Road

Name of Dhani / Habitation to be connected with Population (2001)

U /G of Anjana Anjana, Pardi Jagdish Saliyo ka Road Km 0/00 Khera, to 11/500 ( T04 Anoppura, ) Kundwa

1010, 612, 494, 791

Length (in Km.)

Total

11.50 Km.

B.T. C.C.

10.40 Km. 1.10 Km.

Amount Estima Ref. of approved ted PMGSY Core by STA Cost Network

384.07

T-04

The off - take point of this road is SH-61 Km 276 & Presently badly damaged due to heavy traffic Upgradation of road would good facility & the opportunities for the nearby habitations connect to bhilwara distt.& avail the facilities available in the nearby important village/town. The socio-economic status of the villages exist on this road would increase many folds. The people would have access to market centre Deogarh and also would have access to SDO headquarter DEOGARH and district Headquarter Rajsamand in lesser time and that to throughout the year. 4. Right of way Sufficient right of way having width 10.0 Mtr. Is available as Govt. land in entire length. 5. Road Design and Specification : The carriage way width of the road has been kept as 3.75 m. while the formation width is 7.50 m The structural Overlay of pavement has been done as per Rural Road Manual IRC-SP-72. The soaked CBR of soil has been found as 6.00% Considering the traffic intensity & CBR of the existing soil, crust requirement comes to 425 mm, for which following specifications have been adopted. 6. Scope of Work A. B.T. Road One Layer of 150 mm thick GSB. To be proposed in existing damaged portion in streches where required Two Layer of 75 mm thick WBM to be proposed in damaged or raising portion as per requirement Primer Coat of low porosity. Tack Coat (RS-1) 0.25 to 0.30 kg. per sqm on the prepared Granular Surface treated with primer 40 mm thick bitumenous Macadam to be proposed as Overlay on existing B. T. Road 20mm thick PMC and premix seal coat by paver finisher. B. CC Pavement : One layer 150 mm thick GSB on entire width as per Clause 401.4 & 408. 100 mm thick C. Conc Inter Locking Block provided as C. C. pavement in village portion

7. Road Furnishing : RCC M15 grade Kilometer Stones & 200 Mtr Stones of standard design as per IRC : 8 shall be provided as per MoRD Specifications Clause 1703. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS Sheet as per MoRD Specifications Clause 1701. Direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet as per MoRD Specification Clause 1701. Typical PMGSY Informatory sign board as per MoRD specifications and drawing shall be provided at starting point.& PMGSY Logo board on every 2 kms Typical Citizen’s Information Board as per MoRD specifications and drawing shall be provided at starting of BT Road work and every stretch of more than 50 mtr. length of CC Pavement Road work. 8. Syphons & HPC 150mm thick PCC M-10 Grade Nominal mix 1:3:6 as per Clause 802, 803, 1202 & 1203 Random Rubble Stone masonry in cement mortar 1:4 as per Clause 702, 704, 1202 & 1203 RC NP-4 Pipes as per Clause 1106 Cement Pointing in CM 1:3 as per Clause 613.3 & 1208.4 PCC M-20 coping 50 mm thick as per Clause 615, 710 & 1204.3.11 No. of Syphon provided :-

6 Nos

9. Protection works 150mm thick PCC M-10 Grade Nominal mix 1:3:6 as per Clause 802, 803, 1202 & 1203 Random Rubble stone masonry in cement mortar 1:4 as per Clause 702, 704, 1202 & 1203 Cement Pointing in CM 1:3 as per Clause 613.3 & 1208.4 PCC M-20 coping 50 mm thick as per Clause 615, 710 & 1204.3.11 10. Details of C.D. Works : The details of C.D. works included in this estimate are as under :S.No.

Location

No. of C.D.

1

0/100, 1/625, 8/025, 10/575

4 Nos

3/600, 9/200

2 Nos

2

Details of Proposed C.D. Work 1 Row 1000 mm dia HPC ( Replacement of

Length 7.50 m

existing Stone slab culvert ) 2 Row 1000 mm dia HPC ( Replacement of existing Stone slab culvert )

7.50 m

11. Material, Labour and Equipments : The suitable material required for road construction is available in approved quarries as per R-1. The crusher broken ballast and grit is available at the crusher at approved Quarry. The skilled / unskilled labour is also available in the nearby area. 12. Construction Programme : The likely period of the execution would be approximately 9 months after the awarding of Contract. 13. Rates :

The cost of above project comes out 384.07 Lacs based on PWD UNIFIED BSR 2017 of Rajasthan w. e. f. 1-07-2017

Assiatant Engineer P. W. D. Sub Dn. DEOGARH

PERFORMA -C

PRADHAN MANTRI GRAM SADAK YOJANA ( PMGSY ) CHECK LIST FOR P.I.U. & S.T.A. ( For individual Road works )

1 2 3 4

5

6

7

To be filled by P.I.U. Location :State :- Rajasthan District :- Rajsamand Block :-Deogarh Package :RJ-26 Name of the Road :UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) km 0/00 to 11/500 Length ( Km ) 11.500 Km. In built up area : 1.100 Km In Open area : 10.400 Km Length Not to be Treated : 0.000 Km 11.500 Km Net Effected Length. Estimated Cost : 384.07 Average Cost Per Km : 33.40 Item Total Cost in Lacs Cost per Km in Lacs Flexible Pavement 228.95 19.91 Rigid Pavement 73.37 6.38 Other 81.74 7.11 Total 384.07 33.40 Type of Proposal : New Connectivity / Up Gradation Up Gradation ( i ) If the proposed road is a New Connectivity - Is the road a part of core network N/A - If Yes, Through / Link Route Number N/A - Name of the unconnected Habitation (s) ( To be cross checked with CN-6 ) N/A - List of Habitations connected enroute - Populaion sub served by the proposed road N/A - Does the proposed Road lead up to the habitation for which it is proposed to provide connectivity ( In other words are you sure that the road is not N/A being made partially ? ) - Does the proposed Road connect the unconnected habitation to ( a ) Another Habitation having All weather road. N/A ( b ) Directly to an all weather road. If (b), indicate the nature of road to which the proposed road leads. RR MDR SH NH ( ii ) If the Proposal is for upgradation - Is the road a part of core network YES - Is it associated through route or not T04 - PCI Value 2 - Age of the road 46 Years - Is it certified that there are no other unconnected Habitation in the district N/A ( a ) Whether the proposed road has the desired carriageway width. Yes Roadway width and Road land width ( RLW ) ( b ) Indicate the actual widths of this following for the proposed road. In the built In the open up area (m.) area ( m.) ( a ) Carriageway width 3.75 3.75 ( b ) Roadway width 6.00 7.50 ( c ) Road Land width 6.00 8.0-10.0 Lenear Chart Anjana Anoppura Kundwa SH-61 0.00

11.50

8

Base Year Traffic volume Month & Year of Traffic Volume

February, 2017 Motorised Traffic

Days

car,jeep, Motorised Light vans,three Two Commercial wheelers Wheelers Vehicle

Non - Motorised Traffic Agricultural Tractor Trailors

Trucks

Buses

L

U

OL

L

U

OL

L

U

OL

360

54

10

8

17

7

5

21

10

0

0

30

0

0

0

162

435

38

13

13

25

10

7

16

13

0

0

35

0

0

0

Day 3 06.02.2017

140

232

42

12

10

20

8

7

17

12

0

0

56

0

0

0

Average

154

342

45

12

10

21

8

14

18

12

0

0

40

0

0

0

668

Base year Traffic AADT ( T ) =

883

6% 10 Years

Number of Harvesting Seasons =

2 Nos.

No. of Days in Each Harvesting Season ( t ) = Value of ( n ) assumed =

75 Days 1 Years

Cumulative ESAL = Traffic Category =

up to 1 msa CBR Adopted ( Average )

Km 0/00 TO 11/500

Design CBR ( % )

Av. CBR 6.00 %

6.00%

Cost Details

Cost

Cost / Km

13000.00

1130.43

General Costs Cost of Preparation of DPR, Inaugration Pavement Components. Description of the Layer

Thickness in mm

Qty.

Cost

Cost / Km

Cleaning & Grubbing

-

2.75

34070.00

2962.61

HSMB ( for Net filling )

-

2396.72

301987.00

26259.74

HSMB ( From Cutting )

-

37.50

1313.00

114.17

Compaction ( for soil cutting )

-

884.08

30059.00

2613.83

Ordinary rock

-

75.00

4125.00

358.70

Hard Rocks

-

637.50

112200.00

9756.52

GSB

-

1822.50

816480.00

70998.26

Earthen Shoulders

150

4500.00

571500.00

49695.65

WMM

150

1687.50

1984500.00

172565.22

Bituminous Layers

-

Prime Coat

-

11250.00

315000.00

27391.30

Tack Coat

-

40251.00

603765.00

52501.30

BM / DBM

-

1631.64

10390284.00

903502.96

20 mm

40251.00

5152128.00

448011.13

40251.00

1932048.00

168004.17

1100 m

7337481.00

638041.83

Surface Dressing / 20 mm PMC Seal Coat D

1362330

Subgrade CBR ( for Different Sections ) = 6.00 to 7.00 % Chainage

C

Num Typed

160

Design Life =

B

SWC

Day 2 05.02.2017

Growth rate adopted ( % ) =

10 A

Animal Drawn Vehicle

Day 1 04.02.2017

ADT in year of Traffic Count =

9

Cycle Cycle Rickshaw

Cement Concrete Road Cement Concrete Road ( Interlocking Block )

100 mm

E CD Works No. of Existing CD Works Do They Require any improvement - specify the nature of improvement proposed If Yes , their Number and Cost of improvement Location - Chainage ( Similar Type of CD'S may be ground together )

Type of CD & Their Nos.

Total Length of Bridge / Culvert

Cost in Rs.

HPC 1 ROW

4

-

581204.00

HPC 2 ROW

2

-

604064.00

0.00 136857.00

0.00 11900.61

Cost Rs.

Cost/Km (Rs.)

3627329.00 2794397.00 315536.00 645783.00

315419.91 242991.04 27437.91 56155.04

38407110.00

3339748.70

Nos ( 1x1000 mm HPC ) & 6 Nos (1x 300 mm Syphons)

Total Cost of Proposed CD Work

E G H I

27

Protection Works 450 M ( 1.50 Ht ) Length 450.00 Mtr. Pucca Side Drains ( if Provided ) Length 1100.00 Mtr. Road Logo , other Road Furniture Any other Provisions ( Please Specify ) Setting Out & Plantation Total Cost of Project ( Rs. )

J Five Year Routine maintenance :

Year

Cost in Lacs

% of Const. Cost

Cost / Km

I

430159.63 549221.67 702850.11 825752.87 948655.62 3456639.900

1.12 1.43 1.83 2.15 2.47 9.00

37405.19 47758.41 61117.40 71804.60 82491.79 300577.38

II III IV V Total Maintenance Cost

11 Whether the road has Geometrics as per Rural Roads Manual RRM/Latest Circulars of NRRDA

YES

12 Wheather CD works / Protection works are Provided as per RRM/Latest Circulars of NRRDA/Respective codes Yes 13 Weather the the Cost estimate are as per standard data analysis and S.S.R. 14 Sources and the Lead distance of Materials are as under : Material Source Lead Distance

Yes

Material

Source

Earth

Locally

1.00 km

Cement

Deogarh

6.0 Km

Murrum

Locally

3.00 km

BT

Vadodra

350.0 km

Kakrod / Kitela

28.0 km

Steel

Kankroli

53.0 km

khari River

18.0 km

Emulsion

Vadodra

350.0 km

Aggregate Sand

Lead Distance

Certified that information provided is true Prepared By

Checked By

Scrutinized By

( R. N. Sharma ) Assistant Engineer

( P. M. Chawla ) Executive Engineer

( A. K. Sharma ) Superintending Engineer

P. W. D. Sub Dn. Deogarh

P. W. D. Dn. Bhim

P. W. D. Circle Rajsamand

To be filled by State Technical Agency Name of The STA : MBM ENGINEERING COLLEGE, JODHPUR ( Rajasthan ) Name of The Road : UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T-04 ) Km 0/00 to 11/500 15 Is the Proposed Road Entered on the OMMS: ( Data entries to be verified by STA before Checking the Proposal )

Yes / No

16 If the proposal is new connectivity Have you satisfied yourself that proposed road is a part of Core Network

Yes / No

Is the unconnected habitation (s) part of list of unconnected Habitations as per CN - 6

Yes / No

Does the Proposal ensure full connectivity to Target Habitation a ) If No. the name of Unconnected Habitation up to which it is connected

Yes / No

b) If such unconnected Habitation Eligible Under PMGSY

Yes / No

17 Are you satisfied with the following : Engineering Surveys

( L - Section, X - Section must be verified )

Soil / Material investigation

(CBR, Density, LL, Pl, Gradation to be verified )

Yes / No Yes / No

Traffic Surveys / Estimation

Yes / No

Hydraulic Studies

Yes / No

( Catchment for structures with more than 2 Vents to be verified from topo sheet location and requirement of all CD structures to be verified from L section) 18 In case, Traffic is projected beyond TA Category are you satisfied with the reason given by PIU

Yes / No

19 In case, sub grade CBR is less than 3, has Soil Stabilisation etc, been proposed

Yes / No

( If not, specific Reasons Given by PIU ) 20 Is the Design of the following elements as per Rural Roads manual / Circulars of NRRDA Alignment & Geometrics

Yes / No

Location and type of CD works and

Yes / No

Side drains

Yes / No

Integration for cross and longitudinal Drainage

Yes / No

Protection Works

Yes / No

21 Is the Design of Flexible pavement as per IRC:SP:72-2007 and design of Rigid Pavement as per

Yes / No

IRC SP 62-2004 22 Does the Estimation Confirm to standard Rate Analysis and SSR Generated for the current

Yes / No

Phase 23 Does the proposal have provisions for PMGSY Logo Sign Boards and information Board Km / Hm Stones

Yes / No

Guard Stones ( Where necessary )

Yes / No

Traffic Sign Boards ( as Necessary )

Yes / No

24 Specific Remarks, if any, by, STA (Specific remarks of STA about the overall project are necessary on each DPR )

Certified that the Design and Estimate for the Proposed Road work are based on the data and SSR provided by PIU Engineers. The Proposal after final correction is entered on the OMMS. The Proposal may be considered for clearance.

Technical Scruitiny at STA done by :

Co - ordinator STA :

Signature

Signature

Name

Name

Date

Date

}u Annexure-I

iz/kkuea=h xzke lM+d ;kstuk CERTIFICATE FOR APPLICATION OF ESMF FOR PROJECTS

This is to certify that relevant provisions for the Environmental and Social Management Framework have been applied during the preparation of Detailed Project Report for the road from UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 0/00 to 11/500 (name of habitations being connected) in District Rajsamand of Rajasthan. The Provisions of the following ECOPs are applicable to the subproject 1.0

PROJECT PLANNING & DESIGN

:

YES

NO

:

YES

NO

Are likely locations identified in the DPR

:

YES

NO

NR

ALTERNATE MATERIALS FOR CONSTRUCTION

:

YES

NO

NR

:

YES

NO

Is provision made in the BoQ

:

YES

NO

NR

7.0

QUARRY MANAGEMENT

:

YES

NO

NR

8.0

WATER FOR CONSTRUCTION

: YES

NO

NR

Are provisions made for enhancements 2.0

SITE PREPARATION

3.0

CONSTRUCTION CAMPS

4.0

Specify Material: Not Available within 100Km lead 5.0

BORROW AREAS

6.0

TOPSOIL SALVAGE,STORAGE AND REPLACEMENT

Are water sources identified in case of water scarce areas

9.0

SLOPE STABILITY AND EROSION CONTROL

:

YES

NO

10.0

WASTE MANAGEMENT

:

YES

NO

YES

NO

:

YES

NO

NR

Are locations for waste disposal identified 11.0

WATER BODIES Specify Material:

NIL

12.0

DRAINAGE

:

YES

NO

NR

13.0

CONSTRUCTION PLANTS & EQUIPMENT MANAGEMENT

:

YES

NO

NR

Contd……2

iz/kkuea=h xzke lM+d ;kstuk 14.0

PUBLIC AND WORKER'S HEALTH AND SAFETY

:

YES

NO

NR

15.0

CULTURAL PROPERTIES

:

YES

NO

NR

:

YES

NO

NR

:

YES

NO

:

YES

NO

:

YES

NO

Specify Material: 16.0

NIL

TREE PLANTATION Is road side tree plantation plan attached

17.0

MANAGING INDUCED DEVELOPMENT Is location map for area identified for induced development been attached

18.0

ENVIRONMENTAL AUDIT Is Checklist-1 for DPR Preparation attacted

19.0

NATURAL HABITATS

NR

Specify Location:__________________________ 20.0

CONSULTATIONS FOR ENVIRONMENTAL ASPECTS

:

YES

NO

21.0

PAP'S IDENTIFIED

:

YES

NO

22.0

ADDITIONAL LAND REQUIRED

:

YES

NO

23.0

PAP'S COMPENSATED AND ASSISTANCE PROVIDED ACCORDING TO ESME

:

YES

NO

NR

DOCUMENTATION FOR VOLUNTARY LAND DONATION

:

YES

NO

NR

:

YES

NO

NR

:

YES

NO

24.0

NR

COMPLETED

25.0

IS THE ASSISTANCE UNDER RD/LIVELIHOOD PROGRAMS TO THE ELIGIBLE PAP'S BEING DELIVERED.

26.0

ARE THERE ANY OUTSTANDING ISSUE OR GRIEYANCES IN REGARD TO LOSSES AND PROPOSED MEASURES

Exeuctive Engineer PWD.,Division-Bhim Verified:

iz/kkuea=h xzke lM+d ;kstuk

(STA/Technical Examiner,Rajasthan State) Date: Place:

Superintending Engineer PWD.,Circle, Rajsamand

iz/kkuea=h xzke lM+d ;kstuk

=h xzke d ;kstuk

=h xzke d ;kstuk

=h xzke d ;kstuk

PRADHAN MANTRI GRAM SADAK YOJANA ( Ministry of Rural Development, Govt. of India ) Format -B

SUMMARY SHEET Name of Road : -

UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 0/00 to 11/500

Length of Road : - 11.500 Km

Package : Rj - 26

BLOCK :- Deogarh

District

S No.

Name Of Block

Name of Road

From

To

Type of Estimate Cost of Nos of C. Cost of C. Total Estimated ( Cost in Proposed d Cost Pavement D. Works D. Works ( Lacs ) Road N in Lacs ( Nos ) In Lacs ) /U

: Rajsamand

Average Cost per Km

Const.

Maint.

Const.

Maint.

1

2

3

4

5

6

7

8

9

10

11

12

13

1

DEOGARH

ANJANA

KUNDWA

U

384.07

306.63

6

77.44

384.07

5.83

33.40

0.51

384.07

5.83

33.40

0.51

TOTAL COST Prepared by:

Prepared by:

Prepared by:

Signature Name

( R. N. Sharma )

Designation

Assist. Engineer

Signature Name Designation

( P. M. Chawla ) Exe. Engineer

Signature Name

( A. K. Sharma )

Technical Scruitiny Done by

Signature Name

Co-Ordinator

Signature Name

Designation

Supdt. Engineer

PRADHAN MANTRI GRAM SADAK YOJANA ( PMGSY ) ROAD WISE SUMMARY OF ESTIMATE FORMAT - 7 BLOCK

DEOGARH

DISTRICT : RAJSAMAND

Name of Road :

PACKAGE NO. RJ - 26 -

UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) km 0/00 to 11/500

Upgradation / New Construction Length of the Road ( In Kms )

UPGRADATION

: 11.500 Kms

CBR Value of Soil

6.00%

Existing Thickness Design Thickness

S.N

40 mm BM & 20 mm PMC with Seal Coat

Particulars

Unit

Quantity

Rate( Rs )

Amount ( Rs )

1.a

Cleaning & Grubbing

Hactare

2.75

12389.00

34069.75

b.

Stripping of Top Soil

Cum

0.00

97.00

0.00

c.

Turfing with Sods

Sqm

0.00

35.00

0.00

2

Earth work Cutting filling

a.

Earth Work ( for net filling )

Cum

2396.72

126.00

301986.97

b.

Earth Work ( from cutting )

Cum

37.50

35.00

1312.50

c.

Embankment from cutting

Cum

884.08

34.00

30058.65

d

Ordinary rocks Cutting

Cum

75.00

55.00

4125.00

e

Hard Rocks cutting

Cum

637.50

176.00

112200.00

f

Phylite Rocks

Cum

0.00

0.00

0.00

3

Gravelling

34069.75

449683.12

a. Carriage way

Cum

1822.50

448.00

816480.00

816480.00

b. Earthen Shoulders

Cum

4500.00

127.00

571500.00

571500.00

4

W.M.M. WORK

Cum

1687.50

1176.00

1984500.00

1984500.00

5

Primer Coat

Sqm

11250.00

42.00

315000.00

315000.00

6

Tack Coat

Sqm

40251.00

15.00

603765.00

603765.00

7

Bitumenous Macadam

Sqm

1631.64

6368.00

10390283.52

10390283.52

8 9 10

20mm PMC Premix seal Coat Road Furniture

Sqm Sqm -

40251.00 40251.00

128.00 48.00 -

5152128.00 1932048.00 315536.00

5152128.00 1932048.00 315536.00

11

Interlocking c. Conc. Block Pavement

Mtr

1100.00

7337481.00

7337481.00

12

Misc. Work ( Setting Out, etc. )

Mtr

11.50

56155.00 Total

645782.50 30548256.89

645782.50 30064504.02

12

CD & Protection Work

13

a. 1 Row x 1000 mm dia HPC

Nos

4

145301.00

581204.00

581204.00

b. 2 Row x 1000 mm dia HPC

Nos

2

302032.00

604064.00

604064.00

c. Syphons

Nos

6

136857.00

136857.00

136857.00

d. Protection wall

M

450.0

-

3627329.00

3627329.00

e.Toe wall

M

0

-

0.00

0.00

f. Side Drain

M

1100m

-

2794397.00

2794397.00

Cost of DPR

Km

11.50

10000.00

115000.00

115000.00

7858851.00 38407107.89

7858851.00 38407107.89

TOTAL Cost

ASSISTANT ENGINEER P.W.D. SUB DN. Deogarh

EXECUTIVE ENGINEER P.W.D. DN BHIM

PRADHAN MANTRI GRAM SADAK YOJANA ( Ministry of Rural Development, Govt. of India ) Name of Road : Length of Road : BLOCK

S. No.

UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 0/00 to 11/500 11.500 Km District : Rajsamand

1

Package : Rj - 26

:- Deogarh

Name of Road

Facillities Road Road Accessed Connecting Length ( Use to A/B/C/D)

Traffic per day

Total Total Truck/T Motorised ractor

1

Format -2

2

Anjana Pardi Jagdish Road ( T 04 )

Existing Road Details

CBR

3

4

5

6

7

8

11.50

Anjana, saliyo ka khera, Anoppura, Kundwa

C

687

172

6.00%

ASSISTANT ENGINEER

Land width (m)

9

Road Embankment ( width WBM Layer Bituminous Layer formation ) (m) Height Width Width Thickness Type Width Thickness (m) (m) (m) (mm) (m) (mm) 10

8.0 to 7.50 10.0 m

11

12

13

14

15

16

17

0.60 -0.90 m

7.5 m

3.75

150 mm

PMC + SC

3.75

20 mm

EXECUTIVE ENGINEER

P.W.D. SUB DN. Deogarh

P.W.D. DN BHIM

PRADHAN MANTRI GRAM SADAK YOJANA ( Ministry of Rural Development, Govt. of India ) Format -2A

SUMMARY SHEET Name of Road : Length of Road : -

UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 0/00 to 11/500 11.500 Km

Package : Rj - 26 District

Tack Coat

Kundwa

Road Furnish

Anjana

Prime coat

1

WBM

3

Subgrade preparation

2

Earth Work

1

Cleaning & Grubbing

To

Road length ( Km )

From

Facility accessed ( use A/B/C/D )

S.No.

Name of Places / Villages connected by Road

Upgradation ( U )

DEOGARH New Construction ( N )

BLOCK

: Rajsamand

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

U

C

11.50

A.W.

TH

200

-

600

125

150

-

-

-

-

20

Cost

73.37

0.34

Details of thickness & cost for Pavement layers

Existing Details C.Conc. Surface Pavement Type

4.497 13.88 19.85 3.15 3.155 6.04

Misc BM + Total cost PMC of + SC pavement Sum of ( 10 to 19 )

7.61 174.7

20

306.63

ASSISTANT ENGINEER

EXECUTIVE ENGINEER

P.W.D. SUB DN. Deogarh

P.W.D. DN BHIM

PRADHAN MANTRI GRAM SADAK YOJANA ( Ministry of Rural Development, Govt. of India ) Format -2B

SUMMARY SHEET Name of Road : -

S.No.

UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 0/00 to 11/500 Length of Road : - 11.500 Km District : Rajsamand BLOCK :- Deogarh

1

Name of Road

2 UPGRADATION OF ANJANA PARDI JAGDISH ROAD ( T04 ) Km 1 0/00 to 11/500

Package : Rj - 26

New Road Existing CD Structure by type Constructi length on / Hume pipe RCC Minor Upgradatio culverts Slab / Bridge n Stone Slab

3

4

U

11.50

No. 5

Dia. 6

No. Len No. 7 8 9

Details of Proposed CD structure by type Details Hume pipe Drain, Toe Protection Total cost Total cost Total cost culverts Wall wall of of road of pavement proposed from CD Structures format -F- ( 18 + 19 ) 2A Len No. Dia. No. Length Ht. Len 10 11 12 13 14 15 16 17 18 19 20

1.50 30

13.22

ASSISTANT ENGINEER

27.94

36.27

77.44

306.63

384.07

EXECUTIVE ENGINEER

P.W.D. SUB DN.Deogarh

P.W.D. DN BHIM

MASTER DATA A & F Sanction No : Block DEOGARH

District

Rajsamand

Package No. RJ-26

Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Name of Road :Road

Upgradation of BT Road Anjana Pardi Jagdish Road km 0/00 to 11/500 From

Anjana

From Length of the Road :

11.50

Km.

Package No. :

Length : Length :

1

Core Net Link Route No.

T-03

2

Population (2001) of Village

260

3

CBR

4

Total Crust of Road

325 mm

5

Formation Width

7.50 Mtr.

6

Traffic (CVPD)

7

Earth work from Calculation Sheet

8

Sanction Amount (STA)

9

Habitation connected incidentally

6.00%

21 2115.92

Diff. in Cost (Estimate -

Name Population(2001) 10

C.C. Pavement

Chainage Length of C.C. Pavement

11

C.D. Works

(i)

Hume Pipe Culverts

(ii)

HPC Single Row

4 Nos.

HPC Double Row

2 Nos.

Slab Culvert

0 Nos.

0/000 to 0/300 & 1/100 to 1/300

Causeways Total Length

CC Pavement

Numbers

FCW

0 Mtr.

0 Mtr.

0 Nos.

0 Mtr.

FCW

0 Mtr.

0 Mtr.

0 Nos.

0 Mtr.

FCW

0 Mtr.

0 Mtr.

0 Nos.

0 Mtr.

Vented Causeway

0 Mtr.

0 Mtr.

0 Nos.

0 Mtr.

(iii) Syphones 12

1100 Mtr.

Chainage

Straight Length

6 Nos.

Protection Work Length of Toe Wall & Pitching

0.00 Mtr.

Length of Protection Wall

600.00 Mtr.

Lateral Height of Pitching 0/600-0/630,

Section of Toe Wall Top Width

13

Drain

Bottom Width Length of Drain

14

Road Geometrics Junction

1000.00 Mtr.

Height

C.C.

BT

0 Nos.

0 Nos.

Top Width

0 Nos.

Bottom Width

0 Nos.

Height

Ramp Bus Bay

0 Nos.

CC Ramp

0 Nos.

Section of Protection Wall

Material Stacking Extra Widening of Curve

0 Nos. 0 Nos.

0 Nos.

15

Road Furniture

CBR Value

(i)

Ordinary Kilometer Stone

13 Nos.

Km. 1

(ii)

200m Stone (Precast)

44 Nos.

Km. 2

(iii) Semi Reflective Board

96 Nos.

Km. 3

(iv) Place Identification Board

10 Nos.

Km. 4

(v)

4 Nos.

Km. 5

Citizen's Information Board

Km. 6 (vi) PMGSY Informatory Sign Board

2 Nos.

Km. 7

(vii) PMGSY Logo Board

6 Nos.

Km. 8

4800 Nos.

Km. 9

(vii) Painting

Km. 10 Km. 11 Earth

Local

1000 M

Nearby Area

3 Km

Kitela

28

Khari River

18

Cement

Deogarh

6

Emulsion

Badodra

345 km

Bitumen

Badodra

345 km

GSB / Murrum Aggregate Sand

Dated : Circle

P.W.D. Circle Rajsamand

Division

P.W.D. Division BHIM

Sub Dn.

P.W.D. Sub Dn. Deogarh

To

Kundwa

To 11.500

Km.

5.500

Km.(For Earth Work)

Cost Analysis Estimated Cost (in Lacs.)

384.07

Av. Cost per Km (Lacs)

33.40

Estimated Cost Rs.

384.07

"G" Schedule Amount Rs.

0.00

Misc. Amount Rs.

0.00

Diff. in Cost (Estimate - "G"-Schedule) Rs.

0.00

% on STA Amount

Width Width of C.C.

3.75 Mtr.

Pavement

Raising Face Walls Guide Post Each Side

0 Mtr.

0 Nos.

Each Side

0 Mtr.

0 Nos.

Each Side

0 Mtr.

0 Nos.

Each Side

0 Mtr.

0 Nos.

Width/Height

al Height of Pitching

0 Mtr.

on of Toe Wall

0 Mtr.

on of Protection Wall 0.50 Mtr. 1.25 Mtr. 2.25 Mtr.

Av Value 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00% 6.00%

Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

LINEAR CHART Block :- DEOGARH A. Existing Road Anjana

Saliyo ka khera

Anoppura

Kundwa

Pardi

SH-61

0/0

3/00

6/00

9/00

12/00

15/00

B. Proposed Road Anjana

200

Saliyo ka khera

m

300

Anoppura

m

200

Kundwa

m

400

Pardi

m

SH-61

Earth Work

c.c Pav.

c.c Pav.

0/0

3/00

6/00

c.c Pav.

9/00

11/00

C.C. Road

GSB

Assistant Engineer CD Work

BT Road

c.c Pav.

P.W.D. Sub Dn. Deogarh

15/00

18/00

18/00


Mtr 7.50 12.00 Mtr 3.75 m0 4% %

3% %

3% %

4% %

2:1

Preserved Soil Earthen shoulder Existing 150 mm WBM Gr-III Existing 150 mm thick GSB

Proposed 40 mm BM & 20mm PMC with Seal Coat type B with Bitumen VG-30

TYPICAL CROSS SECTION OF PROPOSED BT ROAD

Assistant Engineer P.W.D. Sub Dn. Deogarh

Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 1.00 Mtr

Mtr 3.75

1.00 Mtr

0.30

75mm Thick Coping

2% 0.60m

150 mm Thick (M-10) 0.60m

L-Shape Drain

Proposed 100 mm Th

Inter locking Block Proposed 150 mm thick GSB

TYPICAL X- SECTION OF INTER LOCKING BLOCK PAVEMENT WITH DRAIN IN VILLAGE PORTION


DISTRICT MAP



GENERAL ABSTRACT Name of Road :-

Upgradation of BT Road Anjana Pardi Jagdish Road km 0/00 to 11/500 UNDER PMGSY II Package No. RJ-26Length of the Road :-11.50 Km. S. No.

Particulars

Amount

1 2

PART- A : EARTH WORK PART - 'B' : W.B.M. & HARD SHOULDER WORK

1129537.00 3372480.00

3

PART - C : B.T. WORK

18393225.00

4

PART- D : ROAD FURNISHING

315536.00

5 6

PART- E : C.C. PAVEMENT 0

7337481.00 2794397.00

7

PART- G : SYPHON

136857.00

8

PART- H (i) : HP CULVERT - 1000MM DIA SINGLE ROW

581204.00

9

PART- H (ii) : HP CULVERT - 1000MM DIA DOUBLE ROW

604064.00

10

PART - I - RCC Slab Culvert

0.00

11

PART- J : PROTECTION WORK

3627329.00

12

Add for DPR Rs. 10000/- Per Km.

115000.00

Total :-

38407110.00 Say

384.07

Lacs


COST ESTIMATE FOR ROAD CONSTRUCTION NAME OF ROAD :- Anjana Pardi Jagdish Road ( T 04 ) km 0/00 to 11/500 District :Sl. No.

Description of Item

Measurement

Qty.

Rate (Rs)

Unit

1

2

3

4

5

6

PART- A : EARTH WORK 1 Clearing and Grubbing Road land - Cleaning and grubbing road land including uprooting wild vegetation grass,bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees 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 150mm in thickness as per MoRD specification Clause 201, By mechanical means in area of non-thorny jungle.

2

x

5500.00

x

2.50

2.750

12389.00 P.Hect.

2 Excavation in Soil using Hydraulic Excavator and tippers with disposal upto 1000 m. Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000 in as per MoRD specification Clause 302.3

As per Sheet enclosed

37.50

35.00

P.Cum.

75.00

55.00

P.Cum

637.50

176.00

P.Cum

884.08

34.00

P.Cum

3 Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000m. Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with lift upto 1.5m and lead upto 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross - sections as per MoRD specification Clause-302.3.5

As per Sheet enclosed 4 Excavation in hard rock ( requiring blasting) with disposal upto 1000m. Excavation for roadway in Hard rock(requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirement of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5m and leads upto 1000m as per MoRD specification Clause 302.3.5

As per Sheet enclosed 5 Construction of Embankment with material obtained from Roadway cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD specification Clause 301.5

As per Sheet enclosed 6 Construction of Embankment with Material from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m by mechanical means as per MoRD specification Clause 301.5.

file:///conversion/tmp/scratch/378102405.xlsx

NAME OF ROAD :- Anjana Pardi Jagdish Road ( T 04 ) km 0/00 to 11/500 District :Sl. No.

Description of Item

Measurement

Qty.

Rate (Rs)

Unit

1

2

3

4

5

6

126.00

P.Cum

0.00

0.00

P.Cum

0.00

97.00

P.Cum

11.500

56155.00

P.Km.

For Junction

2

For Junction

2

For Junction

2

As per Sheet enclosed 2115.92 0.000 1.500 4 30.00 0.60 108.00 2 15.00 1.500 0.60 27.00 1.500 15.00 1 13.50 0.60 145.80 2 2396.72

7 Excavation for roadway in Phylite rock by drilling , blasting and breaking , trimming of bottom and side slopes in accordance with requirements of lines , grades an cross sections loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRD Specification Clause 302.3.5

As per Sheet enclosed 8 Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) Stripping, storing and preservation of top soil from borrow areas located in agriculture fields, storing at suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per MoRD specification clause 302.3.2

9

0 0 700 1.13 Setting Out. Construction of reference bench mark , working bench mark ( 4 Nos ) and near all drainage structures and bridges (as per direction of Engineer-in-charge ) reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MoRD specifications cl. 108. 1

11.500

TOTAL OF PART - A

Assistant Engineer P.W.D.Sub Dn. Deogarh


Rajsamand Amount (Rs) 7

34070.00

1313.00

4125.00

112200.00

30059.00


Rajsamand Amount (Rs) 7

301987.00

0.00

0.00

645783.00

1129537.00



COST ESTIMATE FOR ROAD CONSTRUCTION Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH District :Rajsamand Sl. Description of No. Item 1

2

Measurement

Qty.

Rate (Rs)

Unit

Amount (Rs)

3

4

5

6

7

PART - 'B' : W.B.M. & HARD SHOULDER WORK 1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material. For Raising of Various 1 3000.00 0.15 1822.50 Reaches

Total 2

1822.50

448.00 P.Cum

816480.00

1176.00 P.Cum

992250.00

1176.00 P.Cum

992250.00

127.00 P.Cum

571500.00

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) For Raising of Various 1 3000.00 0.075 843.75 Reaches

Total

843.75

3

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) For Raising of Various 1 3000.00 0.075 843.75 Reaches

4

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1 For Berms 2 10000.00 1.500 0.15 4500.00 Filling

Total

Total

843.75

4500.00

TOTAL OF PART - B


3372480.00

Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH District :Rajsamand Sl. Description of No. Item 1

2


Measurement

Qty.

3

4

Rate (Rs)

Unit

Amount (Rs)

5 6 7 Assistant Engineer P.W.D.Sub Dn. Deogarh

COST ESTIMATE FOR ROAD CONSTRUCTION Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

Sl. Description of No. Item 1

Existing C.C. (7.50 Mtr. Width)

0 Mtr.

Existing FCW (not to be taken)

0 Mtr.

District Rajsamand

Measurement

Qty.

Rate (Rs)

Unit

Amount (Rs)

3

4

5

6

7

2

PART - C : B.T. WORK 1

PRIMER COAT Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity ) For Carrigeway of raising 1 3000.00 3.75 11250.00 reaches

2

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

11250.00 42.00

P.Sqm

315000.00

P.Sqm

603765.00

10390284.00

using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. For Carrigeway 1 10400.00 3.75 For Jucction For Jucction For Junction

8 8 8

30.00 15.00 13.50

39000.00 180.00

0.75 1.50 8.25

180.00 891.00 40251.00 15.00

3

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen ( VG30 ) 1 10400 3.75 0.04 1560.00 For Junction

8

For Junction

8

For Junction

8


30.00 15.00 13.50

0.00

1.50 2

1.50 1.50

15.00 2

0.04

28.80

0.04

7.20

0.04

35.64

Total

1631.64 6368.00 P.Cum


Sl. Description of No. Item 1

4

5

Existing C.C. (7.50 Mtr. Width)

0 Mtr.

Existing FCW (not to be taken)

0 Mtr.

Measurement

Qty.

Rate (Rs)

District Rajsamand Unit

2 3 4 5 6 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508 ( excluding cost of seal coat ) Case - II By Mechanical Means Bitumen VG-30 40251.00 128.00 P.Sqm Area as per item No. 1 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - III : Type C Bitumen VG-30 40251.00 48.00 P.Sqm Area as per item No. 1

TOTAL OF PART - C

9


Amount (Rs) 7

5152128.00

1932048.00

18393225.00

Assistant Engineer P.W.D.Sub Dn.Deogarh

p


COST ESTIMATE FOR ROAD FURNITURE Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 District :- Rajsamand Langth of the Road : 11.500 Km. Sl. No.

Description of Item

1

2

Measurement Unit 3

Quantit y

Rate (Rs)

Amount (Rs)

4

5

6

7

Nos. Nos.

13 44

1589.00 364.00

20657.00 16016.00

Nos.

96

1668.00

160128.00

Sqm

14.40

3082.00

44381.00

Nos.

2

10822.00

21644.00

PART- D : ROAD FURNISHING 1

Reinforced cement concrete M15 grade kilometre stone / Local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 (i) Ordinary Kilometer Stone (Precast) (ii) 200 m stone (precast) 2 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour ed and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm equilateral triangle. 3 Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. ed and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 with size more than 0.9 sqm size board 4 P& F of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three M.S. plates of 1.6 mm thick, top and middle plate duly welded with M.S. flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of SWG steel plate tube. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1


COST ESTIMATE FOR ROAD FURNITURE Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 District :- Rajsamand Langth of the Road : 11.500 Km. Sl. No. 1 5

6

Description of Item

Measurement Unit

2 3 4 Supply and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x5 mm on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fast including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and MoRD specification Clause 1701 Nos. Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MoRD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffened by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be ed by 5mm thick MS plate at 12 places ( 65mm x 50mm ) duly embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove enameled on both side lettering. Figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification. Nos.

Total

Quantit y

Rate (Rs)

Amount (Rs)

5

6

7

6

2977.00

17862.00

4

8712.00

34848.00

Rs

315536.00




COST ESTIMATE FOR INTERLOCKING C. C. BLOCK PAVEMENT IN VILLAGE PORTION IN VILLAGE PORTION Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH

Chainage :

District :- Rajsamand

Anjana, Saliyo ka Khera, Anoppura & Kundwa village ( Total Length 1100 m )

Sl. No.

Description of Item

Measurement

Unit

Quantity

1

2

3

4

5

6

Amount (Rs) 7

1100.00 Mtr.

PART- E : C.C. PAVEMENT 1

Rate (Rs)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator

at OMC, and

compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material.

1 x 1100.00 x 5.50 x 0.150 Total :-

P.Cum

907.50 907.50 448.00

406560.00

P.Cum

453.75 453.75 1115.00

505931.00

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mech Means

1 x 1100.00 x 5.50 x 0.075 Total :2

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30x0.30x0.15 mtr Edge Blocks.Cat B Dentated only two sides like I, Z, T shape as per IRC: SP:63-2004

1 x 1100.00 x 5.50 Total :-


6050.00 P.Sqm 6050.00 1055.00 6382750.00

COST ESTIMATE FOR INTERLOCKING C. C. BLOCK PAVEMENT IN VILLAGE PORTION IN VILLAGE PORTION Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH

Chainage : Sl. No. 1

3


Anjana, Saliyo ka Khera, Anoppura & Kundwa village ( Total Length 1100 m )

Description of Item

Measurement

2 3 Providing and laying reinforced cement concrete

Unit

Quantity

4

5

Rate (Rs) 6

Amount (Rs) 7

pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia For Services

8 x

7.50

P.Rmt.

60.00 704.00

42240.00

Total Part-"E" CC Pavement Rs. 7337481.00

Assistant Engineer P.W.D.Sub Dn.Deogarh


COST ESTIMATE FOR ROAD CONSTRUCTION DRAIN WORK Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

Anjana ( 200 m ), Saliyo ka khera (250 m ),Anoppura ( 250 m ), Kundwa ( 400 m ) Sl. Description of Item No. 1

Measurement

Unit

Qty.

Rate Rs

Amount Rs

3

4

5

6

7

2

1100.00 Mtr. 1 Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. 1 x 1100.00 x 2 Providing concrete for plain/reinforced

1.30

x 0.45 P.Cum

643.50

178.00

114543.00

1.30

x 0.15 P.Cum

214.50 3529.00

756971.00

x 0.05 P.Cum Total P.Cum

27.50 27.50 4031.00

110853.00

0.40 + 0.30 0.60 x P.Cum 2

462.00 3115.00

1439130.00

concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 1 x 1100.00 x 3 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) 1 x 1100.00 x 0.50 4 Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4 2 x 1100.00 x 5 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick 2 x 1100.00 x file:///conversion/tmp/scratch/378102405.xlsx

0.30

x

P.Sqm

660.00

237.00

156420.00

COST ESTIMATE FOR ROAD CONSTRUCTION DRAIN WORK Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

Anjana ( 200 m ), Saliyo ka khera (250 m ),Anoppura ( 250 m ), Kundwa ( 400 m ) Sl. Description of Item No. 1

Measurement

Unit

Qty.

Rate Rs

Amount Rs

3

4

5

6

7

2

6 Plastering with cement mortar 1:4, 20mm thick on stone work Inner Side 2 x 1100.00 x

0.60

x

P.Sqm

1320.00 164.000

216480.00

Total Part "F" Drain Work Rs. 2794397.00



Format-F7

COST ESTIMATE FOR CONSTRUCTION OF WATER COURSES ( SYPHON ) Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

District :-Rajsamand

Block :- Deogarh 6 Nos.

Shypon For Farmers

Sl. No. 1

Description of Item 2

3

Unit

Qty.

Rate Rs

Amount Rs

4

5

6

7

PART- G : SYPHON 1 Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. Face 6 x 2 x 1.25 x 1.00 x 0.60 walls Syphon 6 x 1 x 10.50 x 0.60 x 1.10 Total Pipe

P.Cum

9.00

P.Cum P.Cum

41.58 50.58

178.00

9003.00

P.Cum

2.25

P.Cum

2.25 3529.00

7940.00

x 0.60 x 0.15

P.Cum

3.27

x 0.60 x 0.25

P.Cum

5.63 8.90

x 0.45 x 0.45 x 6.25

P.Cum

-2.98

P.Cum

14.82 4031.00

59739.00

P.Rmt

45.00

31680.00

:

2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6. Face 6 x 2 x 1.25 x 1.00 x 0.15 walls Total : 3 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) Syphon 6 x 1 x 6.05 Pipe Bedding Syphon 6 x 1 x 6.25 Pipe Haunche Deduction 3.14 s for Pipe 6 x 1/2 x

4

4 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including

fixing collar with

cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia

6 x

1

x


7.50

704.00

Format-F7

COST ESTIMATE FOR CONSTRUCTION OF WATER COURSES ( SYPHON ) Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

District :-Rajsamand

Block :- Deogarh 6 Nos.

Shypon For Farmers

Sl. No.

Description of Item

1 2 3 5 Stone masonry work in cement mortar in foundation

Unit

Qty.

Rate Rs

Amount Rs

4

5

6

7

complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

6 x

2

1.25

x

x

3.14 4

x 0.45 x 0.45 x

Deduction

6 x 2

(0.30 + 0.85) x 1.35 2

x

for Pipe

P.Cum

9.62

(0.70 + 0.55) P.Cum 2

-0.85

P.Cum

8.77 3115.00

27319.00

P.Sqm

1.50

237.00

356.00

P.Sqm

5.00 164.000

820.00

Total Part-"G" COST OF 6 No's.Syphon

136857.00 136857.00

6 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick

2 x

2

x

1.25

x 0.30

7 Plastering with cement mortar 1:4, 20mm thick on stone work

2 x

2

x

1.25

x 1.00

Assistant Engineer P.W.D. Sub Dn Deogarh


Format-F7

COST ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE WORKS Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500


CH: 0/100, 1/625, 8/025, 10/575

4

Nos

PART- H (i) : HP CULVERT - 1000MM DIA SINGLE ROW Sl. Quantit Description of Item Measurement No. y 1 2 3 4 Earthwork in excavation for structures as per drawing and MoRD 1 specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth.

As per IRC:SP:20-2002 Plate No. 7.01

Unit 5

Rate Rs 6

Amount Rs 7

61.46

Total : 61.46 P.Cum 2 Providing concrete for plain/reinforced concrete in open

178.00

10940.00

foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.


Total : 3 Stone masonry work in cement mortar in foundation complete as

2.71

2.71

P.Cum 3529.00

9564.00

per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4


Total :

24.48

24.48 P.Cum 3115.00

76255.00

6.26

4 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material. As per IRC:SP:20-2002 Plate No. 7.01

P.Cum

448.00

2804.00

10.08 P.Cum

747.00

7530.00

5 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301 As per IRC:SP:20-2002 Plate No. 7.01


Format-F7



CH: 0/100, 1/625, 8/025, 10/575

4

Nos

PART- H (i) : HP CULVERT - 1000MM DIA SINGLE ROW Sl. Quantit Description of Item Measurement No. y 1 2 3 4 Providing and laying reinforced cement concrete pipe NP4 for 6 culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 1000 mm dia


7.50

Unit 5

Rate Rs 6

P.Rmt 4389.00

Amount Rs 7

32918.00

7 Plastering with cement mortar 1:4, 20mm thick on stone work 2x Deduction for Pipes

6.15 x 1.80 22.14 2 x3.14/4x(1.23)2 = 2.375 -2.38 Net Qty. 19.76

Total : 8 Providing

weepholes

in

brick

masonry/stone

19.76 P.Sqm

164.00

3241.00

8.00

P. Rm

92.00

736.00

P.Sqm

237.00

1313.00

masonry,

plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7.

1

x 8.00

9 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick

2x

6.15 x

0.45

5.54 Total :

5.54

Total : Part-"H" (i) 145301.00 COST OF 4 No's.CULVERT 581204.00



COST ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE W

Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/0 Block:-

DEOGARH

CH: 3/600, 9/200

2

Nos.

PART- H (ii) : HP CULVERT - 1000MM DIA DOUBLE ROW Sl. No. 1

Description of Item

Measurement

Quantity

Unit

2

3

4

5

1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. As per IRC:SP:20-2002 Plate No. 7.01

98.04

Total : 98.04 P.Cum 2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6. As per IRC:SP:20-2002 Plate No. 7.01 4.01

Total :

4.01 P.Cum

3 Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4 As per IRC:SP:20-2002 Plate No. 7.01

Total : file:///conversion/tmp/scratch/378102405.xlsx

39.72

39.72

P.Cum



DEOGARH

CH: 3/600, 9/200

2

Nos.


Description of Item

Measurement

Quantity

Unit

2

3

4

5

4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) As per IRC:SP:20-2002 Plate No. 7.01

14.54

P.Cum

16.30

P.Cum

5 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 As per IRC:SP:20-2002 Plate No. 7.01




DEOGARH

CH: 3/600, 9/200

2

Nos.


Description of Item

Measurement

Quantity

Unit

2

3

4

5

6 Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.( Excluding cost of first class bedding ) 1000 mm dia. As per IRC:SP:20-2002 Plate No. 7.01

7.5

P.Rmt

7 Plastering with cement mortar 1:4, 20mm thick on stone work on stone work in substructure as per technical specification Clauses 613.4 & 1205 Deduction for Pipes

Net Qty.

28.37 4.75 23.62

Total :

23.62

P.Sqm

10.00

P Rm

2 x 7.88 x 1.80 4 x3.14/4x(1.23)2 = 4.75

8 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. 1


x 10.00



DEOGARH

CH: 3/600, 9/200

2

Nos.


Description of Item

Measurement

Quantity

Unit

2

3

4

5

9 Providing PCC M-20 architectural coping in 50 mm thick on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 2 x 7.88 x 0.45 Total :

7.09 7.09

P.Sqm

Total : Part-"H"

COST OF 2 No's.CULVE



RAINAGE WORKS

T04 ) km 0/00 to 11/500 District :- Rajsamand

6

Amount Rs 7

178.00

17451.00

3529.00

14151.00

3115.00

123728.00

Rate

Rs


RAINAGE WORKS


6

Amount Rs 7

4264.00

61999.00

747.00

12176.00

Rate

Rs


RAINAGE WORKS


6

Amount Rs 7

8807.00

66053.00

164.00

3874.00

92.00

920.00

Rate

Rs


RAINAGE WORKS


Rate

Rs

6

237.00

Total : Part-"H" (ii)

F 2 No's.CULVERT

Amount Rs 7

1680.00 302032.00 604064.00

ant Engineer ub Dn Deogarh


Format-F7

COST ESTIMATE FOR CONSTRUCTION OF CD WORKS 3.0 Metre Span RCC Slab Culvert Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500

Langth of the Road : 0.000 Km.

CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No.

Description of Item

No.

1

2

3

4

Gravel/Soil Aggregate Base/Sub-base Nominal Maximum size Grading 80 mm (Table 2.3 of IRC SP 77-2008) Construction of Gravel / Soil Aggregate Sub-base/Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 KN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 772008 Service Road

1

100.00

D

B m m

5

Rate Rs

Unit

Quantity

m 6

7

8

9

0.15 Total For 0 Nos.

P.Cum P.Cum P.Cum

56.25 56.25 0.00

470.00

2.50 2.50

P.Cum P.Cum

86.67 55.20

Amount Rs 10

PART - I - RCC Slab Culvert 1

2

3.75

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil upto 3 m depth. Abutment Return Wall


2 4

8.10 2.76

2.14 2.00

0.00

Format-F7

COST ESTIMATE FOR CONSTRUCTION OF CD WORKS

2

3.0 Metre Span RCC Slab Culvert



Block:-DEOGARH

CH:

0


0 Nos. L

Sl. No.

Description of Item

No. 2

Cut off Wall

3

D

B m m

1.40

1.20

Rate Rs

Amount Rs

Unit

Quantity


P.Cum P.Cum P.Cum

5.38 147.25 0.00

84.00

0.00

0.20 0.20 0.20 0.20 Total For 0 Nos.

P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum

6.93 4.42 0.67 3.36 15.38 0.00

1985.00

0.00

m

Providing concrete for plain/reinforced concrete in open foundations

complete

as

per

drawings

and

MoRD

specifications Clause 802, 803, 1202 & 1203. PCC grade M-10 Nominal mix 1:3:6. Abutment Return Wall Cut off Wall Flooring

4

2 4 2 1

8.10 2.76 1.40 6.00

2.14 2.00 1.20 2.80

Stone masonry work in cement mortar in foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203. Random rubble masonry In 1:4 cement mortar. Abutment

Return Wall


2 2

7.90 7.70

1.94 1.84

0.20 0.20

P.Cum P.Cum

6.13 5.67

2

7.50

1.74

0.20

P.Cum

5.22

2

7.30

1.64

0.20

P.Cum

4.79

2

7.10

1.54

0.20

P.Cum

4.37

2

6.90

1.44

0.20

P.Cum

3.97

2

6.70

1.34

0.20

P.Cum

3.59

4 4

2.76 2.76

1.80

0.20

P.Cum

3.97

1.70

0.20

P.Cum

3.75

Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No.

Description of Item

Cut off Wall

5

D

B

No.

m m

Unit

Quantity

m

Rate Rs

Amount Rs

4

2.76

1.60

0.20

P.Cum

3.53

4

2.76

1.50

0.20

P.Cum

3.31

4

2.76

4 4 2 2 2 2 2 2 2

2.76 2.76 1.60 1.80 2.00 2.20 2.40 2.60 2.80

1.40 1.30 1.20 1.00 0.90 0.80 0.70 0.60 0.50 0.40

0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum

3.09 2.87 2.65 0.64 0.65 0.64 0.62 0.58 0.52 0.45

Total For 0 Nos.

P.Cum P.Cum

61.01 0.00

1460.00

0.00

1.32 1.32 0.50 0.60 Total For 0 Nos.

P.Cum P.Cum P.Cum P.Cum P.Cum P.Cum

15.79 12.77 3.20 4.61 36.37 0.00

1530.00

0.00

Stone masonry in cement mortar for substructure complete as per drawing & MoRD specifications Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar Abutment Return Wall Parapet Wall


2 4 4 2

6.50 3.08 3.30 9.60

1.140.70/2 1.00+0.57/2 0.57+0.40/2 0.40

Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No. 6

Description of Item

No.

Abutment Return Wall

m m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.

D

B

Quantity

Nos Nos Nos Nos

12 9 21 0

m

12 9 Total For 0 Nos.


Unit

Rate Rs

38.00

Amount Rs

0.00

Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No. 7

Description of Item

No.

3.11

5.10

Rate Rs

Amount Rs

Unit

Quantity


Cum P.Cum P.Cum

47.58 47.58 0.00

225.00

0.00

0.20 0.30 Total For 0 Nos.

P.Cum P.Cum P.Cum P.Cum

1.82 1.56 3.38 0.00

2885.00

0.00

0.617 0.395 0.395 Total

Kg Kg Kg Kg Tonne Tonne

103.47 81.92 81.92 267.31 0.27 0.00

42080.00

0.00

m

Plain / Reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805,807,1202 & 1204 For height up to 5.00 Mtr R.C.C. grade M25 Bed Plate

9

m m

Backfilling behind abutment , wingwall and return wall complete as per drawing & technical specification Clause 1204.3.8 Granular material 2

8

D

B

2 2

6.50 6.50

0.70 0.40

Supplying,fitting and placing tmt bar reinforcement (Fe 415 ) in subsrructure complete as per drawings and technical specification Clauses1002,1005,1010 &1202 Bed Plate 10 mm Tor 8 mm Tor 8 mm Tor

2x13 2x61 2x61

6.45 1.70 1.70

For 0 Nos. 10 Providing and laying Reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800,1205.4 and 1205.5 R.C.C. Grade M 30


Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

10

Sl. No.

Description of Item Deck slab


No. 1

D

B m m

3.60

6.50

Unit

Quantity

P.Cum P.Cum P.Cum

7.02 7.02 0.00

m 0.30 Total For 0 Nos.

Rate Rs

3620.00

Amount Rs

0.00

Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No.

Description of Item

D

B

No.

m m

11 Supplying,fitting and placing TMT bar reinforcement in supersrructure complete as per drawings and technical specifications Clauses1002,1010 &1202

Unit

Quantity

m

Bottom 16 Tor @ 125 C/C

73

4.10

1.578

Kg

472.30

Bottom 10 Tor @ 175 C/C

21

6.80

0.617

Kg

88.11

Top 10 Tor @ 300 C/C

31

3.50

0.617

Kg

66.94

Top 10 Tor @ 300 C/C

13

6.80

0.617

Kg

54.54

Side 10 Tor

2

6.45

0.617

Kg

7.96

Total

Kg

689.85

For 0 Nos.

Tonne Tonne

0.69 0.00

0.075

P.Cum

1.76

Total

P.Cum

1.76

For 0 Nos.

P.Cum

0.00

Rmt per cm depth

390.00

Rate Rs

42460.00

Amount Rs

0.00

12 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1206.3

1

3.60

6.50

13 Providing and fixing 20 mm thick compressible fibre board in expansion t complete as per drawing and technical specifications 2


6.50

30.00

6405.00

0.00

Format-F7


Langth of the Road : 0.000 Km. 13

CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No.

Description of Item

D

B

No.

m m

Parapet

15 Plaster with cement mortar 1:4, 20mm thick on stone work Parapet walls

2 4 4 2 2

4

6.50 3.08 3.30 9.60 9.60

0.40

Amount Rs

Quantity

Rmt per cm depth

390.00

For 0 Nos. depth

Rmt per cm

0.00

7.00

0.00

1.32 1.80 1.80 0.60 0.52 Total For 0 Nos.

Sqm Sqm Sqm Sqm Sqm

17.16 22.18 23.76 11.52 9.98 84.60 0.00

45.00

0.00

0.96 0.96 0.00

80.00

0.00

7.68 7.68 0.00

200.00

0.00

Rs

0.00

m Total

14 Pointing with cement mortar (1:3) on stone work Abutment Return wall

Rate Rs

Unit


Sqm

P Sqm Sqm Sqm

P Sqm

16 Providing PCC M-20 architectural coping on the top of

wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 75 mm thick. Parapet walls

2

9.60

0.40

Sqm Total For 0 Nos.

Sqm Sqm

COST OF 0 No's.CULVERT

Assistant Engineer file:///conversion/tmp/scratch/378102405.xlsx

Format-F7



CH:

Block:-DEOGARH

0


0 Nos. L

Sl. No.

Description of Item

No.

m m


D

B

Unit m

Quantity

Rate Rs

Amount Rs

P.W.D. Sub Dn Deogarh

COST ESTIMATE FOR CONSTRUCTION OF PROTECTION WALL Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH District :- Rajsamand Length of Wall 450.00 Mtr. Sl. No.

Description of Item

Unit

Qty.

Rate Rs

Amount Rs

1

2

4

5

6

7

PART- J : PROTECTION WALL 1 Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. 1 x 450.00 x 1.40 x 0.90

P.Cum P.Cum

567.00 567.00

1 x 450.00 x 1.40 x 0.20 Total :

2 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.

Total :

178.00

100926.00

P.Cum

126.00

P.Cum

126.00 3529.00

444654.00

P.Cum

885.94

P.Cum

885.94 3115.00

P. Sqm

225.00

237.00

675.00

45.00

3 Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4

1 x 450.00 x

(0.50 + 1.25) 2.25 x 2 Total :

2759695.00

4 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick.

1 x 450.00 x 0.50

53325.00

5 Pointing with cement mortar (1:3) on stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush & Rulled

1 x 450.00 x 1.50


P. Sqm

30375.00

COST ESTIMATE FOR CONSTRUCTION OF PROTECTION WALL Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Block :- DEOGARH District :- Rajsamand Length of Wall 450.00 Mtr. Sl. No.

Description of Item

Unit

Qty.

Rate Rs

Amount Rs

4

5

6

7

92.00

21859.00

566.00

216495.00

TOTAL -PART- J : PROTECTION WALL

3627329.00

1 2 6 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7

1 x 297.00 x 0.80 7 Backfilling behind abutment, wing wall and

P.RMT

237.60

P.Cum

382.50

P.Cum

382.50

return wall complete as per drawing & technical specification Clause 1204.3.8 Granular Material 450.00 (1.00 x 0.70)

1 x

x

2 Total :

x

1.00




District :-

Block :- DEOGARH

0.00

0

CH:

Mtr.

Sl. No.

Description of Item

Measurement

Unit

Qty.

Rate Rs

1

2

3

4

5

6

PART- K : Retaining Wall with Side Drain 1

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth.

1 2

3

x

0.00

x

1.90

x

1.50 Total :

P.Cum P.Cum

0.00 0.00

P.Cum P.Cum

0.00 0.00 2234.25

P.Cum

0.00

P.Cum

0.00 1794.15

109.35

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.

1

x

0.00

x

1

x

0.00

x

1.90

x

0.20 Total :

(0.50

+ 2

1.80)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4


x 3.80


District :-

Block :- DEOGARH Sl. No.

1 4

0.00

0

CH:

Mtr.

Description of Item

Measurement

Unit

Qty.

Rate Rs

2

3

4

5

6

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 75 mm thick.

1


x

0.00

x

0.50

P.Sqm.

0.00


District :-

Block :- DEOGARH

0.00

0

CH:

Mtr.

Sl. No.

Description of Item

Measurement

Unit

1

2

3

4 P.Sqm.

5

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

6

7

1

x

0.00

x

0.50

1

x

0

x

2.40

x

0.05 Total :

Qty.

5 0.00

Rate Rs

6 214.50

P.Cum P.Cum

0.00 0.00 2635.10

P.Sqm

0.00 0.00

Plaster with cement mortar 1:4, 20mm thick on stone work

84.105

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8

Granular Material

1

x

0.00

x

(2.00

x 2

1.50) Total :

x

2.40

P.Cum P.Cum

0.00 0.00

237.90

TOTAL-PART- K : TOE WALL AND PITCHING

0 0



Format-F7

KS Rajsamand Amount Rs

7

0.00

0.00

0.00


Format-F7


7


Format-F7


7 0.00

0.00

0.00

0.00

0.00


EARTH WORK CALCULATION SHEET NAME OF ROAD :- Anjana Pardi Jagdish Road ( T 04 ) km 0/00 to 11/500 1

As per Detail sheet of E/Work Calculation

2 Quantity of Filling of Earth = F

3000.00

Cum

3 Quantity of Cutting of Earth =C

750.00

Cum

% of Cutting Qty.

Qty.

1

4 Quantity of Various Type of Soil

Type of Soil

Useful Qty. of Earth Available for filling %

Qty.

(a) Earth work in cutting - H.S.M.B.

5%

37.50

100%

37.50

(b) Ordinary rock

10%

75.00

70%

52.50

( c) HRB

85%

637.50

50%

318.75

( d) Phylite rock

0%

0.00

0%

0.00

100%

750

Total

408.75

2

900.00

Const. Of Sub grade & Earthern Shoulders 5 Qty. of Earth reqd. for Berms

0.00

(1.575+1.125)/2 1.35

=

0.00

5 Total Qty. of Net filling reqd. FR=Filling -Sum of available Earth from Cutting

( 3000.00

-

475.33

-

408.75

) =

2115.92 Cum

Quantity of Earth received from C.D. Structure A 1 Row B R.Wall 3 Mtr C Syphon

6

Const. of Embankment roadway Cutting

61.46 567.00 50.58 679.04 from

408.75

x +

70% 475.33

= =

475.33

884.08

Assistant Engineer P. W. D. Sub. Dn. DEOGARH

0 0


Design of Flexible Pavement (As per IRC : SP : 72-2007) Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 1

Design Datas :

(a) Average Daily Traffic as per last count in the month of July, 2016 (Peak Harvesting Season) (i) Car, Jeep, Vans, Three Wheelers

=

154 Nos.

(ii) Motorised Two Wheelers

=

342 Nos.

(iii) Light Commercial Vehicle

=

45 Nos.

= = =

12 Nos. 10 Nos. 21 Nos.

Loaded

=

12 Nos.

Unloaded

=

0 Nos.

Overloaded

=

0 Nos.

Loaded

=

8 Nos.

Unloaded

=

6 Nos.

Overloaded

=

18 Nos.

(vi) Cycle

=

40 Nos.

(vii) Cycle Rickshaw

=

0 Nos.

(viii) Animal Drawn Vehicle

=

0 Nos.

Total :- =

668 Nos.

(iv) Heavy Commercial Vehicle (A) Trucks Loaded Unloaded Overloaded (B) Buses

(v) Agricultural Tractor Trailors

(b) CBR Values of the Sub Grade as under :-

=

6.00%

(c) Annual Growth rate of Commercial Traffic (r)

=

6.00%

(d) Design life in Years (x)

=

10 Years

=

1 Years

(e) 2

Number of years between the last count and the year of computation of construction (n) Design of Flexible Pavement as per IRC : SP : 72-2007 :-

(a) Computation of the Design Traffic : (i)

Harvesting Seasons in the area

=

2 Nos.

(ii)

Duration of each Harvesting Season (t)

=

75 Days

(iii) Average Daily Traffic during in the Harvesting Season (T)

=

668 Nos.

(iv) Average Daily Traffic during in the Non-Harvesting Season (T)

=

0 Nos.

(iv) Annual Average Daily Traffic (AADT)

=

1.2 AADT =

T

x

T

x

t

+

[95 of 124]

365

1.2 AADT =

668

x

668

x

75

+

=

833

365 (v)

AAPT before opening of road to traffic

=

833

(vi)

Proportions of Heavy Commercial Vehicles (HCV)

(A)

Laden

(1.06)1

883

883 HCV =

x

24

=

31.72

x

10

=

13.22

x

21

=

27.76

668 (B)

Unladen 883 HCV = 668

(C)

Overloaded 883 HCV = 668

(vii) Proportions of Medium Heavy Commercial Vehicles (MCV) (A)

Laden 883 MCV =

x

8

=

10.57

x

6

=

7.93

x

18

=

23.79

668 (B)

Unladen 883 MCV = 668

(C)

Overloaded 883 MCV = 668

(viii) Animal drawn carts being pneumatic tyres, have not been considered for design purpose (ix) T0 for HCV = 31.72

x 2.58 + 13.22 x 0.31

[96 of 124]

+

28 x

2.86

=

165.33

T0 for MCV = 10.57

x 0.31 + 7.93 x 0.019

+

24 x 0.344 Total

(x)

=

11.61

=

176.94

Commulative ESAL application (N) over the design life (10 years) @ 6.0% growth rate:N=

T0

x 4811 x

L

176.94

x 4811 x

1

= =

851261 0.851 MSA

(b) Evaluation of Subgrade Strength :Since the GWT is too to deep to influence the sungrade moisture (c)

Design Pavement Thickness :For above cumulative ESAL application, as per Fig. 4 (Pavement Design Catalogues), for traffic category range 600,000 to1000,000 ESAL application, the design crust as under :-

3

Km

CBR Value of the Subgrade

Km

6.00%

Crust thickness required as per IRC : SP-72-2007 425

Pavement Composition Proposed as under :EXISTING CRUST (a) Granular Sub-base

=

200 mm

WBM Grade-II

=

100 mm

WBM Grade-III

=

75 mm

=

375 mm

Total :PROPOSED CRUST (b) Surfacing :-

40 mm Bitumenous Macadam & 20 mm PMC with Seal Coat Type '"B"using Bitumen VG-30 on whole width of road as overlay of crust


[97 of 124]


Design of Cement Concrete Pavement (As per IRC:SP:62-2004)

1 Design Parameters (a) (b) (c) (d)

Location of Pavement Design Period Design wheel load Soaked CBR value of existing soil of Subgrade (e) Modulus of Subgrade reaction (k) (From Table No. 1 for CBR 13.90%)

: : : :

Rajasthan 20 Years 51 kN 6.00%

: 30.80 x 10-3

N/mm 2 /mm

(f) Effective k over 150 mm thick Sub base

: 1.20 x 30.80 x 10-3

N/mm 2 /mm

(g) Grade of CC Pavement

= 36.96 x 10 -3 N/mm 2 /mm : M 30 Grade Controlled Concrete

(h) Flexural strength (f f ) for 28 days

: 0.70

(i) Flexural strength (f f ) for 90 days

0.7 30 3.834 Mpa : 1.20x3.834=4.60 Mpa

fc

(j) Modulus of elasticity for concrete (E) : 3.0x10 4 MPa (k) Poisson's ratio (µ)

: 0.15

2 t Spacing & Lane width (a) Slab length, or spacing between consecutive contraction ts (L) (b) Slab width, or spacing between longitudional ts (W)

: 3.75 Mtr. : 2.75 Mtr.

3 Thickness of pavement (A) Tacking 150 mm Trial thickness (a)

Edge Load Stress

: From Fig. 4 of IRC :SP : 62-2004 Edge Load Stress for k = 0.037 N / mm 3 = 4.50 Mpa

(b)

Temperature Stress

: (1) Temperature differential for Rajasthan for 150mm slab is 12.5OC (2) Radius of relative stiffness ( l ) '=

=

= (3) L / l

4

Eh 3 12(1-µ 2 )k

4

3x10 4 x 150 3 x 10 3 12(1-0.15 2 ) 36.96

695.17 mm

= 3750 / 695.17

= 5.39 (4) Bradbury's coefficient ( C ) = 0.798


(5) Temperature Stress (ste) = 1.60Mpa (C) Total Stress

= Edge load stress + Temperature stress = 4.50 + 1.60 = 6.10 Mpa This is greater than the allowable flexural strength of concrete (4.60 Mpa) So the thickness of 200mm assumed is inadequate

(B) Tacking 200 mm Trial thickness in view of Table 4 of IRC:SP:62-2004

(a)

Edge Load Stress

: From Fig. 4 of IRC :SP : 62-2004 Edge Load Stress for k = 0.037N / mm 3 = 2.70 Mpa

(b)

Temperature Stress

: (1)Temperature differential for Rajasthan for 200mm slab is 13.10oC (2) Radius of relative stiffness ( l ) '=

=

= (3) L / l

4

Eh 3 12(1-µ 2 )k

4

3x10 4 x 200 3 x 10 3 12 (1-0.15 2 ) 36.96

862.57 mm

= 3750 / 862.57

= 4.34 (4) Bradbury's coefficient ( C ) = 0.535 (5) Temperature Stress (ste) = 1.00 Mpa (C) Total Stress

= Edge load stress + Temperature stress = 2.70 + 1.00 = 3.70Mpa The total stress is less than 4.60 Mpa and hence assumed thickness of 200mm is Ok

(D) Corner Stress

= From Fig. 5, Corner load stress for wheel load = 51 kN, K= 0.037 N / mm 3 Slab thickness = 200mm Corner stress (slc) = 3.10 Mpa The corner stress is less than 4.6 MPa and hence the thickness of 200mm assumed is safe. Hence provide 200mm thick cement concrete slab of M-30 grade as per section 1401 (9) (iii) of MORD specification.



HYDRAULIC DESIGN FOR CONSTRUCTION OF H.P. CULVERT Name of Road :- SH-61 Km 276 to KITO KA BADIYA

Block :-

Length of the Road :- 1.30 Km CH:

DEOGARH


0/600 AS There is no defined channel in D/S as well as U/S. Only rain water from U/S side cultivated land / top to foot of hill crosses one side to another side of the road. Catchment Area

A

=

450

x

0.101 By Dicken Formula

Discharge Q =

C

Sq Km

x x

12

225

M3/4 (0.101)3/4

Where C=12 as per IRC Paper 13 page 13

2.15 cumecs Discharge which can through 1000 mm dia pipes flowing full operating head = 0.50 M Q = Y x 2gh A AS per IRC paper 13 Where Y = = 0.686 1+ Kp + Kc Plate 16 Where A

= Kc = Kp =

3.142/4 x 1.00 x 1.00 = 0.7855 m 2 0.10 for bevelled Entry 0.00394 / R12 X L

where R =Hydraulic mean Radius = 1.00/4 = 0.25 0.00394 Kp = X 7.50 0.18946 Hence Discharge through 1000 mm pipe for operating h = 0.50 m or

Q=

0.686 Q=

Hence No. of pipe Required

Hence

2.148

=

X

2 X 9.80 X 0.50

CUMECS 2.15 2.148

=

1.0009310987

Provide 1000 mm Dia 1 Row H. P. Culvert


Systek/378102405.xlsx/Design HPC single (1)

104 of 124

0


105 of 124

HYDRAULIC DESIGN FOR CONSTRUCTION OF H.P. CULVERT Name of Road :- NH-8 Km 140 to HAWALA

Length of the Road 2.30 Km CH:

Block :-

DEOGARH


0/775 AS There is no defined channel in D/S as well as U/S. Only rain water from U/S side cultivated land / top to foot of hill crosses one side to another side of the road. Catchment Area

A

=

360

x

0.097 By Dicken Formula

Discharge Q =

C

Sq Km

x x

12

270

M3/4 (0.097)3/4

Where C=12 as per IRC Paper 13 page 13

2.085 cumecs Discharge which can through 1000 mm dia pipes flowing with operating head = 0.50 M Q = Y x 2gh A AS per IRC paper 13 Where Y = = 0.686 1+ Kp + Kc Plate 16 Where A

= Kc = Kp =

3.142/4 x 1.00 x 1.00 = 0.7855 m 2 0.10 for bevelled Entry 0.00394 / R12 X L

where R =Hydraulic mean Radius = 1.00/4 = 0.25 0.00394 Kp = X 7.50 0.18946 Hence Discharge through 1000 mm pipe for operating h = 0.50 m or

Q=

0.686 Q=

Hence No. of pipe Required

Hence

2.148

=

X

2 X 9.80 X 0.50

CUMECS 2.085 2.148

=

0.9706703911

Provide 1000 mm Dia 1 Row H. P. Culvert



106 of 124

0


107 of 124

Annexure 5.3 (b)

FIELD DATA SHEET FOR TRAFFIC CENSUS Name of Road Location of Road District State

: : : :

Upgradation of BT Road Anjana Pardi Jagdish Road km 0/00 to 11/500 Km. 0/100 Rajsamand Rajasthan Motorised Traffic Buses

Days

Trucks

Non Motorised Traffic

Agriculture Tractors Trailler

Car, Jeep, Vans,Three wheeler

LCV/ Tempo

Motorised two wheelers

Solid Wheeled Cart

Other Cart

Cycle Rickshaw a

Cycles

Total

L

U

OL

L

U

OL

L

U

OL

6/7/2016 6/7/2016 6/7/2016 6/7/2016 6/7/2016 7/7/2016 8/7/2016 Total

1 1 1 1 1 1 2 8

1 1 1 1 1 1 2 8

0 0 0 0 0 0 0 0

2 2 2 2 2 2 1 13

2 2 2 2 2 3 1 14

0 0 0 0 0 0 0 0

8 8 8 8 8 3 5 48

4 4 4 4 4 1 5 26

3 3 3 3 3 0 2 17

6 6 6 6 6 9 9 48

3 3 3 3 3 6 7 28

71 71 71 71 71 89 56 500

2 2 2 2 2 3 5 18

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

30 30 30 30 30 35 32 217

133 133 133 133 133 153 127 945

Average Traffic

1

1

0

2

2

0

5

3

2

8

5

72

3

0

0

32

136

PCU Factor

3

3

3

3

3

3

3

3

3

1

1.5

0.5

6

6

2

0.5

Average Daily Traffic PCU

3

3

0

6

6

0

15

9

6

8

8

36

18

0

0

16

134

8

5

72

3

0

0

32

21

Total CVPD

2

4

10


TEST RESULT OF MATERIAL (SOIL) Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 S. No.

Material Location

Source of material

Gradation (IS Sieve % ing) 4.75mm

1

2

3

1

Soil

Km. 1

4

On SH-275

425 Mic

OMC

MDD

Soaked CBR %

75 Mic

Atterberg Limits

LL

5

6

7

8

9

10

11

100

97

24

9.50

2.1

5.50%

28.00

PL

PI

12

13

18.00 10.00

Assistant Eng

P.W.D. Sub Dn. D

Soil Group Remark

14

15

CL


Area Calculation of Junction Name of Road :- Upgradation of BT Road Anjana Pardi Jagdish Road ( T04 ) km 0/00 to 11/500 Length of the Road : 11.50 Km. S. Particular Area No.

1

=

2

x

10

x

0

=

2

x

10

x 1.875

=

2

x

10

x

+ 1.875 /

District :- Rajsamand Quantity

Unit

=

18.75

Sqm.

=

37.5

Sqm.

4

=

43.00

Sqm.

Total

=

99.25

Sqm.

2

Junction 10

- 3.14 x

10

x

10

/

2

Ramp for Lateral Traffic / Cattle Crossing

=

1

x

10

x 7.50 + 3.75 /

2

=

56.25

Sqm.

3

Bus Bay

=

1

x

20

x 3.00 + 2.00 /

2

=

50.00

Sqm.


Systek04/378102405.xlsx


Coping 75mm thick

050m

R.L. of Top

m 1.50 2.25

Weep hole R.R. Stone Masonary C.M. 1:4

.G.L

R.L.of Bed 0.75 m m 1.25

R. L. of F 1:3:6 Mix 200 mm thick (M-10 Gr. C.C.)

m 140

CROSS SECTION OF PROPOSED PROTECTION WALL


0 CH:

0/600 7.50 m

m 0.40

m 0.40 75mm thick C.C. M-20 Coping

0.45 m

0.45 m R.L. of Top

mm R.C.C. Hume Pipe 1000 3.00 m

3.00 m

R.R.M. in CM 1:4

R.R.M. in CM 1:4 200mm thick GSB Bedding

1.40 m

150mm thick P.C.C. M-10

1.40 m

R. L. of Foundation 1.60 m

1.60 m

TYPICAL X - SECTION OF R.C.C. HUME PIPE CULVERT


Name of Road : - NH-8 Km 139 To HAWALA CH:

0/775 7.50 m

m 0.40

m 0.40 75mm thick C.C. M-20 Coping

0.45 m

0.45 m R.L. of Top

mm R.C.C. Hume Pipe 1000 3.00 m

3.00 m

R.R.M. in CM 1:4

R.R.M. in CM 1:4 200mm thick GSB Bedding

1.40 m

150mm thick P.C.C. M-10

1.40 m

R. L. of Foundation 1.60 m

1.60 m

TYPICAL X - SECTION OF R.C.C. HUME PIPE CULVERT


CERTIFICATE FOR CORRECTNESS OF ESTIMATE Name of Road : -

SH-61 Km-276 To KITO KA BADIYA

Certified that I have checked estimate for PMGSY the estimate has been framed on current BSR -2014 for PMGSY Roads of PWD Rajasthan The quantities rates & nomenclature has been found correct.

Assistant Engineer P.W.D Sub Dn. Deogarh

Executive Engineer P.W.D Dn. Bhim

Ceritied that : Road from SH-61 Km 276 to KITO KA BADIYA is not funded by other Agencies / Schemes The proposals fails under other disrict road & village road only. road only



CERTIFICATE Name of Road : -


Certified that GSB is available as per gradation and as per requirement on near by approved quarries and soil classification has been taken as per actual site condition such a HSMB ( 70.0 % ), O.R. ( 10.0 % ), HRB. ( 20.0% ) ,

Assistant Engineer P.W.D Sub Dn.Deogarh


CERTIFICATE

Name of Road : -


Certified that : -

1 The population of the habitation under consideration has been checked & found more than 250 as per census 2001. 2 The proposed Road work is not funded by any other Agency / Scheme 3 The Road proposed in this package falls under ODR / VR. 4 The rates, nomenclature and quantities of the various item of the work has been checked and found correct. 5 I have checked estimate as per present BSR 2014 for PMGSY Roads of PWD Rajasthan 6 No. land acquisition is required.



QUARRY CERTIFICATE

Name of Road : -


This certified that I have inspected the Local Quarries Road stone ballast and gravel quarries . The quarries have large deposits of material confirm to the specification laid for sub base / base course and bituminous work respectively . It is further collected in past under famine relief operations of any other scheme with in economical leads have been accommodated in the estimate.

Assistant Engineer P.W.D Sub Dn.Deogarh


ENVIRONMENT CERTIFICATE

Name of Road : -

SH-61 Km 276 To KITO KA BADIYA

This certified that the road is proposed under rural road connectivity by world Bank Assistance Shheme. The proposed road from SH-61 Km 276 To KITO KA BADIYA does not have any environment issue. So this road does not require any clearance from Rajasthan Pollution Control Board.

Executive Engineer P.W.D Dn.BHIM

Superintending Engineer P.W.D Circle Rajsamand

ncies / Schemes

ement on

B. ( 20.0% ) ,

DETAIL OF EXISTING C. D. WORKS NAME OF ROAD :- Anjana Pardi Jagdish Road ( T04 ) Km 0/00 to 11/500 S No.

CHAINAGE

SPAN

TYPE OF C.D. WORK

1

0/075

1 X 1.20 m

Stone slab Culvert

2

0/100

1 X 1.20 m

Stone slab Culvert

3

0/325

1 X 600 mm

H.P. Culvert

4

0/750

1 X 600 mm

H.P. Culvert

5

1/125

1 X 600 mm

H.P. Culvert

6

1/225

1 X 600 mm

H.P. Culvert

7

1/300

1 X 600 mm

H.P. Culvert

8

1/625

1 X 600 mm

H.P. Culvert

9

2/050

1 X 600 mm

H.P. Culvert

10

2/325

1 X 600 mm

H.P. Culvert

11

2/725

50.0 m

Flush Cause Way

12

2/850

50.0 m

Flush Cause Way

13

3/075

30.0 m

Flush Cause Way

14

3/600

2 X 1.00 m

Stone slab Culvert

15

4/475

2 X 1000 mm

H.P. Culvert

16

5/750

1 X 600 mm

H.P. Culvert

17

7/000

30.0 m

Flush Cause Way

18

8/025

1 X 600 mm

H.P. Culvert

19

8/250

1 X 600 mm

H.P. Culvert

20

8/500

1 X 600 mm

H.P. Culvert

21

8/725

3 X 1000 mm

H.P. Culvert

22

8/875

1 X 600 mm

H.P. Culvert

23

9/200

2 X 1.00 m

Stone slab Culvert

24

9/950

1 X 600 mm

H.P. Culvert

25

10/050

1 X 600 mm

H.P. Culvert

26

10/575

1 X 1.00 m

Stone slab Culvert

REMARKS

Proposed 1 X 1000 mm HPC






Assistant Engineer

P.W.D. Sub Dn. DEOGARH

DETAIL OF STRETCHES BADLY DAMAGED & SETTELED NAME OF ROAD :- Anjana Pardi Jagdish Road ( T04 ) Km 0/00 to 11/500 S No.

1

Kms.

Km1

2 3

Km 2

4 5

Km 3

6

CHAINAGE

Length

From

To

0/200

0/450

250 m

0/700

0/825

125 m

1/360

1/540

180 m

1/840

1/960

120 m

2/350

2/500

150 m

2/750

2/900

150 m

7

Km 4

3/240

3/390

150 m

8

Km 5

4/180

4/350

170 m

4/600

4/780

180 m

5/050

5/110

60 m

5/450

5/600

150 m

6/270

6/400

130 m

6/810

6/900

90 m

7/225

7/300

75 m

7/480

7/600

120 m

8/270

8/400

130 m

8/700

8/850

150 m

9/200

9/500

300 m

9/840

9/900

60 m

10/050

10/150

100 m

10/550

10/700

150 m

9 10

Km 6

11 12

Km 7

13 14

Km 8

15 16

Km 9

17 18

Km 10

19 20 21

Km 11

TOTAL DAMAGED LENGTH

2990 m

Say

3.000 Km

Assistant Engineer P.W.D. Sub Dn. DEOGARH

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