PAVEMENT DESIGN OF HIGHWAY IN KASHMIR

7/30/2019 PAVEMENT DESIGN OF HIGHWAY IN KASHMIR.

1/34

Road

length=12.7

District : Ganderbal Block :- Ganderbal

S.No. Item Unit Qty. Rate Amount

(In Laces.)A) i)Dismantling of dry stone walls

(country type)

cum 400 100 0.4

ii)Reconstruction of dry stone

(country type)

cum 400 250 1.00

B) Tree Cutting (details Enclosed ) no. 5.08

1) Earth work

a Earth work in cuttin cum 9630 108.52 10.45

b) Earthwork in f illing (available) cum 4815 35 1.69

c) Earth work in filling from

(Barrow pits )

cum 31087 382.99 119.06

2 Pavement 0.00

a)GSB Cum 5242.00 979..58 51.35

b) WBM -GII cum 1965.75 1868 36.72

c) Primer coat Sqm 70660.00 57.62 40.71

d) 50mm thick Bituminous cum 3886.30 6945.68 269.93

e) Tack Coat Sqm 70660.00 16.24 11.48

f) 25mm thick Semi dense Sqm 70660.00 223.25 157.75

g) Seal Coat Cum 70660.00 57.35 40.52

3) Cross drainages

a) RCC pipe Crossing (300mm ) No. 26 18000 4.68

b) RCC pipe crossing (600mm dia) No. 9 56000 5.04

b) RCC pipe crossing (1200mm No. 7 227084 15.90

d) Pcc drain Rm 3875 1749 67.77

e)Pcc deep drain Rm 2620 4822 126.34

f RCC culvertsi) 17 m bridge No. 1 70.00

ii)1x8 m RCC culvert (3m ext.) No. 1 18.00

iii)1x6 m Rcc Culvert(4mt ext) No. 1 12.00

iv)1x4m Rcc culvert (4mt ext) No 1 9.00

v)1x2m Rcc Culvert No 2 3.95 7.90

4) Protection Works

a) R/Wall & B/Wall (avg 2 M height Rm 1500 7391 110.87

b)PCC Edge wall Rm 2975 2915 86.72c) Create work Rm 3000 2826 84.78

DPR Formulation Rm 12.7 15000 1.91

Surveying Km 12.7 10000 1.27Road Furniture (details enclosed) 8.90

Total amount 1377.20

Assistant Executive Engineer Executive Engineer

PMGSY, SD Ganderbal PMGSY Division Ganderbal

Pro ect Costin

Prada Mantri Gram Sadak Yojana ( PMGSY)

Road Proposed in PMGSY for Rural ConnectivityUp gradation Of Road from

Duderhama Rabitar Narayan bagh (Stage -U)


2/34

Road

length=12.7

District : Ganderbal Block :- Ganderbal

S.No. Item Unit Qty. Rate Amount

(In Laces.)

Pro ect Costin

Prada Mantri Gram Sadak Yojana ( PMGSY)

Road Proposed in PMGSY for Rural ConnectivityUp gradation Of Road from

Duderhama Rabitar Narayan bagh (Stage -U)


3/34

S.

No

Name

of Block

Type of

Proposa

l

Propos

ed

length

Cost of

Paveme

nt

No.of

C.D

works.

Cost of

C.D

works.

Misc.

cost.Total

estimated

cost

Averege

cost

per Km.

From To N/U Km (In Lacs) No's (In Lacs) In Lacs (In Lacs) (In lacs)

1 Lar Dub Khanpora N 1.90 121.29 10 2.3 0.29 123.88 65.20

(Stage II of Phase VII th Scheme Package No JK1351)

123.88 Lacs9.29 Lacs

133.17 Lacs

N = New Connectivety.

U = Upgradiation.

Technical scrutiny done by:

Prepared by: Signature:

Name: Nmae:

Designation: Designation:

Checked by: Signature:

Name:

Designation:

Scrutnized by: Signature: Signature:

Name: Name:

Designation: Designation:

Pradhan Mantri Gram Sadak Yojana(PMGSY)PACKAGE SUMMARY

State: Jammu & Kashmir. Profarma-B

Signature:

Coodinator STA:

District: Srinagar. Package No: JK-13

Name of Road

Total Estimated cost of the Package = Rs:Routine Maintenance for 5 years= Rs.

Grand Total = Rs.


4/34

1. Location : State: J&K District : Srinagar :

2.Package No:-

3. Name of the Road: From To

4. Total Length (Km) - 1.9 In Built up area - 0.7 Km In Open Area - 1.20 Km

5. Estimated Cost Rs

6.Type of proposal:- New connectivity

T - or L- 0 3 8

- If the proposal is for up gradation

- is the road a part of the core network

- is it associated Through Route or Not

- PCI value

- Age of the road

Flexible Pavement

65.20

Others

63.65

Average Cost :

Total

NA

- Is it certified that there are no other unconnected

Eligible Habitations in the district.

PRADHAN MANTRI GRAM SADAK YOJANA ( PMGSY)

CHECK LIST FOR P.I.U. & S.T.A.

To be filled by PIU.

( For Indvidual Road Works )

Total Cost

in Rs.

Duderhama Via Gadoora Umar Hair

Cost per

Km. Lakhs

33.50

Item

-If the proposed road is a New connectivity

Rigid PavementStage -II

123.88

31.7060.23

YES

In the Built Up Area (m)

7. a) Whether the Proposed Road has thedesired carriage way width,Roadway width and

Road Land Width (RLW )

a) Carriageway

INDEX MAP (not to scale ) : Attached

5.50b) Roadway

6.5

5.5

6.50

- Is the road a part of core network

- Does the proposed Road connect the unconnected

Habitation to

-a) Another habitation having All- weather road.

-b) Directly to an All weather road.

If ( b) indicate the nature of road to which the proposed

road leads.

If Yes Through Route/ Link Route No.

- Population sub served by the proposed road.

- Name of the unconnected Target Habitation (s) (to

be crosschecked with CN-6)

- Does the Proposed Road lead up to the Habitation for

which it is supposed to provide connectivity (In other words

are you sure that the road is not being made partially?)

3.0

b) Indicates the actual widths of the

following for the proposed road

Proforma C

3.00

In the Open Area

(m)

b)

VR

Yes

Yes

c) Road Land Width

Attached


5/34

Cross Section details

a) Cross Section of The Existing road showing different component layers.

b) Cross Section of The Proposed road showing different component layers

Day 1 316 326 93 76 70 45 42 7 8 198 18 0 30

Day 2 326 336 96 79 72 58 54 9 6 253 25 0 26

Day 3 377 389 111 91 83 48 45 8 7 209 23 0 25

Average 340 350 100 82 75 0 50 47 0 8 7 0 220 22 0 27

Growth rate adopted (%) =6%

10 Years AADT = 930

2

No. of Days in Each Harvesting Season (t) = 75

Value of (n) assumed = 1

Construction Period From Base Year=2 Years Traffic Category =

9 Subgrade CBR ( for Different Sections ) =Chainage

CBR %

A.

Cost of Preparation of DPR

930.00Base Year Traffic AADT ( After 2 years) =

Pneumatic

Tyred

L

CyclesDays Cars,Jeep,

Vans,Three

Wheelers

Km 1 to KM 13

8.00%

Recommended CBR

L

T 7

BusesTrucks

828x(1.06)=

7.00%

29000

Cost Rs.

15263

Design Life =

Name of Road : Dub to Khanpora (Stage -II)

Cycle

Ricksha

wa

U OL

10. Cost Details

U

General Costs

OL L

AADT =T+1.2*n*t*T/365, Take n =1& t=75 days ,AADT =664+(1.2*1*75*664)/365 = 828

Number of Harvesting Seasons =

(Should be as per Actual Provisions of DPR)

8. Base year traffic volume

Agricultural Tractors,

Trailers,small trucks

Light

Commercial

Vehicle(mata

dors,Sumos

etc)SWC

Non Motorised Traffic

OL

Animal Drawn

Vechicle

U

Cost /km (Rs)

ADT in the year of Traffic Count(non-peak season) = ADT in peak season/2 =1328/2 =664

Cumulative ESAL = 4811*T*L ,Here L =0.75 = 7,59,212

ESAL Per Day(T) =210.41

X-Section Attached

X-Section Attached

Motoris

ed two

Wheel

ers

Motorised Traffic

Month & Year of Traffic Volume Count =


6/34

B. Pavement Components Dub to Khanpora (Stage -II)

C.Bituminous Layers

Pavement Quality Concrete (M30 )

G. Pucca Side Drains (if Provided)Length

H. Road Logo, other Road Furniture

I. Any other Provisions (Please Specify)

6078

Seal Coat

If yes, their Number and Cost of improvement

No. of Existing CD Works

Do they require any improvement- specify the nature

of improvement proposed

Prime Coat

M P M / B B M

Semidense

Surface

125

4730001425

Earth Work - in Excavation/ Cutting

Description of layer Cost/ km (Rs)Cost Rs.

995000

75

6078

6078

E: C D

455.85

Shoulders (If not considered in the Earthwork)

1056

Earthwork- in Filling (Embankment)

Subgrade (if provided seperately)

WBM Gr -I I

WBM Gr -I I I

Scarifying

Soil + Aggregate Mix

Granular Sub base

Tack Coat

D. Cement Concrete Road

Cost in Rs Cost /Km (Rs)

337368641000

6078

712632

350000

523684

348000 183158

52105

600mm dia PC

248947

184211

300mm dia PC

121211Total Cost of Proposed CD works

88300.00

1614421F. Protection works

230300

1419474

600 RM

1000 RM

Thickness in mm Quantity inCum/Sqm

0

Total Cost of the Project (Rs)

99000

1354000

2697000

12388700

3067400

51.24

3.00

7.00

21.96

Type of CD & their

NosCost in Rs.Location - Chainage ( Similar Type of CD's may be

grouped together)

2105000

Total Length of

Bridge/ Culvert

142000.00

1107895303.9


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J. Five Year Routine Maintenance

14. Sources and the Lead distances of Materials are as under

Source

Zazna

SafaporaGanderbal

Saderkote

Prepared By

(Name)

19602

22869

6534

13068

35938

Checked By

33

12.Whether C.D.works / Protection works are provided as perRRM /

Latest Circulars of NRRDA/ Respective Codes.

1.75

% Cost

0.5

Sand

Murrum

61943.5

Np3 pipes

Year

Name of the road Dub to Khanpora (Stage -II)

Cost /km

340689.25

Total Maintenance Cost

13. Whether the Cost etimates are as per standerd data analysis and S.S.R.

Lead

Distance

15

Earth

Material

12

929152.5

Certified that information provided is true

15 34

Counter Signatures of

15

Scrutinized By

Material

Steel

Source

Co-ordinator STA :

Pampore

Cement

Yes

Yes

Yes

Lead Distance

34

185830.5

Cost in lakhs

I

2.75

30

IV

11. Whether the road has Geometrics as per Rural Roads Mannual RRM / Latest

Circulars of NRRDA.

V

II 1.0123887

Srinagar

Macadam

Mec stores pamp

216802.25

III

ZankoteStones

Aggregate

1.5


8/34

15

16

b) If such Unconnected Habitation eligble Under PMGSY Yes/ No

17

Engineering Surveys

Hydraulic Studies.

18

19

20

Alignment & Geometrics

Side drains

Integration for Cross and longitudinal Drainage

21

22

23PMGSY Logo Sign Boards and Information Board

Km/Hm Stones

Guard Stones (where necessary )

Traffic Sign Boards (as necessary)

24

Signature

Name Signature

Date Name

Is the design of flexible Pavement as per IRC SP: 72- 2007 and design of Rigid

Pavement as per IRC SP:62- 2004 .

Location and type of CD works and

( CBR, Density, LL, PI, Gradation to be verified)Traffic Surveys / Estimation

( 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 )

Yes / No

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

Is the design of the following elements as per Rural Roads Manul / Circulars of NRRDA:

Yes / No

Yes / No

Protection Works

Yes / No

( If not , specific Reasons given by PIU)

Yes / No

Certified that the Design and Estimation 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 Propasal may be considered for

clearance.

Does the proposal have provisions for

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

Yes / No

Yes / No

Yes / No

Yes / No

To be filled b State Technical A enc

Are you satisfied with the following

(Data entries to be verified by STA before Clicking the Propopsal)

Yes / NoDoes the Estimation Conform to Standard Rate Analysis and SSR generated for

the current Phase

Yes / No

Yes / No

In case , Traffic is projected beyond T 4 Category are you satisfied with the reason given

by PIU

a) If No, the name of Unconected Habitation up to which it is connected Yes / No

Yes / No

If the Proposal is for new connectivity

Yes/ No

Co-ordinator STA:

Soil/ Material Investigation

Date

Have you satisfied yourself that the proposed road is a part of Core Network

Technical Scrutiny at STA done

Yes / No

(L section, X section must be verified)

Yes / No

Name of the STA: Dr F.A.Mir

Name of Road :Dub to Khanpora (Stage II)

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

Is the Proposed Road entered on the OMMS :

Yes / NoYes / No

Does the Proposal ensure full connectivity to Target Habitation

Yes / No


9/34

District :- Srinagar (Ganderbal) Block:- Lar

From To N U Detai

ls

50 mm

thick

Macadam

Earth

Work

Earthe

n

should

er

Sub Grade

Preparation

GSB/

Draina

ge

layer

WBM

-II

WBM-

III

Tack

Coats

s

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1 Dub Khanpora N D 1.90 FW 21.05 4.73 9.95 6.4 4.49

Existing

Surface

Type

S.No.

PMGSY, SD Ganderbal

Assistant Executive Engineer

PMGSY Division

Executive En

Pradhan Mantri Gram Sadak Yojana (PMGSY)

Name of Place / tourist place

Connected by Road.

New Const./

Upgradation

(Use N/U)

Details of thickness & Cost for pavemen

Road Proposed in PMGSY for Rural Connectivity (Pavement Layers)

Facility

Accessed

(Use

A/B/C/D)

Road

Length

(KM)


10/34

Form F-6

District :- Srinagar (Ganderbal)

No Dia No L No L No Dia No dia No L No L

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1Dub to

KhanporaN 1.90 3 600

7 300


PMGSY, SD Ganderbal

Pradhan Mantri Gram Sadak Yojana (PMGSY)

H.P Culvert

S.No. Name of

Road

New Const./

Upgradation

(Use N/U)

Road

Length

(KM)

PMGSY Division Gan

Detalis of Proposed CD structures by Type

Pipe Culvert M Bridge

Details

Executive Engine

H. P Culvert Causeway

Existing CD structures by Type

Road Proposed in PMGSY for Rural Connectivity (X-Drainage Structures)Packag

B.Arch

Culvert

Block:- Lar

M Bridge


11/34

Form F-I

>1000 500-999 250-500


12/34

Package No.: JK-13District : Srinagar(Ganderbal) Block : Ganderbal

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rate

(Rs)

1 2 3 4 5 6 7 81 Granular sub-base / base / surface course with local materials (Table

400.13)by mix in place method normal Construction of granular sub-base

by providing local material spreading in uniform layers with motor grader

on prepared surface , mixing by mix in place method with rotavator at

once & compacting with smooth wheel roller to acheive the desired

density complete as per clause 401.4 as per techinical specifications

clause 408.( 5% provision for curves & passes.)

1) Using naturally occuring gravel.

12700 2 0.200 Cm 5080.00

Add for extra widening at 30 number of curves and adda 900 0.90 0.200 CM 162.00Total CM 5242.00 799.36

Carriage with an average lead of 10 Kms from Nallah Sindh TKm 10379 79.71

Loading Cum 5242.00 22.42

2 WBM Grading 2 :WBM Grading 2 : P/L, spreading & compacting stone

aggregates of specific sizes to water bound macadam specification incld.

spreading in uniform thickness, hand packing, rolling with three wheel roller

80-100kN static roller in stages to proper grade and camber, applying &

brooming with crushable, stone screening, binding materials to f ill up the

interstices of coarse agg., watering and compacting to the required density

grade 2 as per technical specification clause 405.manual means.including cost

and carriage of all materials from approved source to site of work,with all

leads, lif ts, loading unloading and octori. (Finished work to be measured,

complete .) . .) .

12700 2.0 0.075 Cm 1905.00

Add for extra widening at 30 number of curves and adda 900 0.90 0.075 CM 60.75

Pradhan Mantri Gram Sadak Yojana ( PMGSY)Cost Estimate for Construction of

PAVEMENT.

Length Of Road 1.90 KM

Construction Of Road from D.Q.N Upgradation


13/34


(Rs)

1 2 3 4 5 6 7 8Total CM 1965.75 1249.8

Carriage with an average lead of 20 Kms TKm 5110.95 209.3Loading 1965.75 73.95

3 Prime 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 0.70-1.00 kg/sqm using

mechnical means as per Technical Specification Clause 502 including

providing & applying tack coat with Bitumen emulsion (RS 1.00) using

emulsion distributar @ 0.2 to 0.25kg / sqm on the prepared bituminious

cleaned with hydraulic broom as per technical specification clause 503.

12700 5.50 Sqm 69850.00

Add for extra widening at 30 number of curves and adda 900 0.90 Sqm 810.00

Total 70660.00 57.50

Carriage with an average lead of 36 Kms Tkm 60.06 145.0

4 Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant

using crushed aggregate of grading as per Table 500.4 premixed with

bituminous binder, transported to site upto a lead of 1000 m laid over apreviously prepared surface with paver finisher to the requried grade ,

level & alignment & rolled to acheive the desired compaction as per

techinical specification clause 504.

12700 5.50 0.05 Cum 3492.50

Add for extra widening at 30 number of curves and adda 900 0.90 0.05 Cum 40.50

Add for Surface correction, Camber modification, super elevation

etc. @10%353.3 353.30

Total 3886.30 6626.7

Carriage with an avg lead of 36 Kms Tkm 8549.86 145.0

5 Tack Coat: Providing & applying tack coat with Bitumen emulsion (RS-1)

using emulsion distributar @ 0.20 to 0.25 Kg per Sqm on the prepared

bituminous surface cleaned with Hydraul ic broom ar per technical

specification clause 503.

12700 5.50 Sqm 69850.00


Total 70660 16.2Carriage with an avg lead of 36 Kms Tkm 17.67 145.0


14/34


(Rs)

1 2 3 4 5 6 7 86 25mm thick Semidense :- Providing, laying and rolling of semidense

bitumenous concrete of 25mm thickness composed of 13.20 mm to

5.60mm aggregates of sepecified grade with bitumenous binder @ 4.5%

to 5 % of mix & filler by weight,mixing in suitable plant transporting the hot

mix work site,laid with paver finisher to required grade,levell and

alignment,rol ling with smooth wheeled rol lers to achieve desired

conpaction followed by seal coat ,including carriage of materials,loading

unloading and all taxes

Bitiumen (S- 90)

12700 5.50 Sqm 69850.00


Total 70660.00 215.27

Carriage with an avg lead of 36 Kms Tkm 3886.30 145.08

7 Seal Coat :- 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 Technical Specification Clause 510.

Type B bitumen (S-90).

12700 5.50 Sqm 69850.00


Total 70660.00 55.45Carriage with an avg lead of 36 Kms Tkm 932.71 145.08

8 Earthen Shoulders :- Construction of subgrade and earthen shoulders

with material got obtained from cutting along the si te with all lifts and

leads , transporting to site, spreading, grading to required slope and

compacted to meet requirement of Table 300.2 with lead upto 1000m as

per technical specifications clause 303.1.


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Div

Executive E

ITEM INCLUDED IN EARTH FILLING EST

Total


15/34

S.No. Description of Items Nos. L (M) B (M) D (M) Unit Qty. Rate

(items)

(Rs)

Rate

carria

deta

encl

(Rs

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 deleter ious material and

disposal upto a lead of 50 m, dressing of side and bottom and backfilling

in trenches with excavated suitable material.(Ordinary soil upto 3m depth)

3 2.44 0.50 1.00 Cum 3.66 183.10

2 Bedding:

Type B (First Class) Bedding, Laying (First Class) bedding on wellcompacted sand, moorum or approved granular material as per Clause

1105 (ii)

3 2.44 0.50 0.20 Cum 0.73 651.18 138.4

3 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 as

per Clause 1106.(300 mm dia)

3 2.44 Rm 7.32 1473.85 69.9

TOTAL Total

Rate per Pipe Crossing of 300mm dia = Rs


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division G

District :Srinagar (Ganderbal)

12549

Block:-Lar

Executive Engineer

Length 1.90 KMs

Pradhan Mantri Gram Sadak Yojana ( PMGSY)

Cost Estimate for Laying of 300mm dia cross drainage pipes

Construction Of Road from Dub to Khanpora


16/34

S.No. Description of Items Nos. L (M) B (M) D (M) Qty. T Q

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

side and bottom and backfilling in trenches with excavated suitable

material.(Ordinary soil upto 3m depth)

4 2.44 3.50 1.90 Cum 64.90

2 3.00 1.35 2.00 Cum 16.20

2 Bedding:

4 2.44 3.50 0.20 Cum 6.83

2 3.00 1.35 0.20 Cum 1.62

4 2.44 2.35 0.70 Cum 16.05

2 3.00 1.35 0.20 Cum 1.62

Deduct pipes 1 3.721/2

*.6*.6Cum 2.10

3

Polygonal Random Rubble massonary,uncoursed brought to course in cement

sand mortar 1:6 with quarry stone in foundation and plinth incl cost of bond stones

and levelling up at specified levels with M15(stone aggregate 20 mm size)

2 3(1.35+0.

6)/22.5 Cum 14.625

Parapet Walls 2 3 0.6 0.6 Cum 2.16

Deduct pipes 2 0.97( x.6x..

6)Cum 2.1

4Back fillingbehind abutment, wingwall and return wall complete as per drawings

&technical specifications Clause 1204.3.8

4 2.44 3.5 1 Cum 34.16

Deduct pipes 1 3.721/2( x.

6x..6)2.1

Type A (Concrete cradle) Bedding, Laying concrete cradle bedding with M 15

Cement concrete as per Clause 1105 (ii)

Type B (First Class) Bedding, Laying (First Class) bedding on well compacted

sand, moorum or approved granular material as per Clause 1105 (ii)

1

8

8

14

3


Cost Estimate for Laying of 1200mm dia cross drainage pipe


District :Srinagar (Ganderbal) Block:-Lar

Length 1.90 KMs


17/34

5 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 as per Clause 1106.(600 mm dia)4 2.44 Rm 9.76

TOTAL

Rate per Pipe Crossing of 1200mm dia = Rs


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) D

227084

Executive Engi


18/34

Block K

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Total Q

R/Wall / Breast Wall

1 Earthwork in excavation for structures as per drawingand technical specifications Clause 305.1 including

sett ing out, construction of shoring and bracing,

removal of stumps and other deleterious material and

disposal upto a lead of 50 m, dressing of side and

bottom and back filling in trenches with excated

suitable material(ordinary soil up to 3 mt depth)

15 1.32+2.5

2Cum 43.88 2.28

2 Providing concrete for plain/reinforced concrete inopen foundat ions complete as per drawings and

technical specifications Clause 802, 803, 1202 & 1203

(P.C.C Grade M-10 Nominal mix 1:3:6)

15 1.30 0.15 Cum 2.93 2.93

15 1/2X1.10 0.30 2.48

151.10+.60

22.00 25.50

8.10

4 Polygonal/ Random Rubble masonry, uncoursedbrought to course with quarry stones laid DRY in

foundation and plinth incl cost of bond stones.Cum 8.1 8.10

Cost estimate for Construction of R/Wall & Breast Wall (2M Height)Construction Of Road from Dub to Khanpora Length :1District : Srinagar ( Ganderbal)

3

D/d dry pannels

4.0x3.00x.750x(1.00+0.80)/2

Cum


19.88

4.0x3.00x.750x(1.00+0.80)/2

Polygonal/ Random Rubble masonry, uncoursed

brought to course in cement sand mortar 1:6, with

quarry stones in foundation and plinth incl cost of

bond stones and levelling up at specified levels with M-

5 grade ( stone aggregate 20mm size)


19/34

Block Kangan

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Total Qty Rate

(items

(Rs)

R/Wall / Breast Wall

Cost estimate for Construction of R/Wall & Breast Wall (2M Height)Construction Of Road from Dub to Khanpora Length :1.90 KmsDistrict : Srinagar ( Ganderbal)


5 Backfilling behind abutment, wing wall and return wallcomplete as per drawings & technical specification

Clause 1204.3.8(Material available at site) 15 0.60 1.00 cum 9 9 834.69

6 Providing P.C.C. M 20 50mm thick coping on top ofretaining wall/breast wall.

15 Rm 15.00 15.00 220.21

Total


PMGSY, SD Ganderbal PMGSY Division Ganderbal

Executive Engineer

Cost per Rm=Rs


20/34

Rev

Length 1.9 KM

Block :-

Kangan

.No Description of Items L (M) B (M) D (M) Unit Qty. Total

QtyRate

(items

(Rs

Crate Appron Bund

1 Earthwork in excavation for structures as per drawing andtechnical 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

side and bottom and backfilling in trenches with excavated suitable

material. (with a lift of 3 Mtrs)

100.00 1.20 0.30 Cum 36.00 36.00 183.1

2Providing and Laying of Boulder Apron laid in wire Crates 4mm dia

G I Wire conferming to IS 280 and IS 4823 in 100mm X 100mm

mesh (woven diagonaly includiing 10% extra for laps and joints

laid with stone Boulders weighing not less than 25 Kgs each as per

drawing and Technical Specifications Clause 1301 excluding the

100.00 1.20 1.20 Cum 144.00 144.00 791.9

3 Providing and fixing of crate wire with 4mm dia Black Annealedwire confirming to IS 280 and IS 4826 in 100mm X 100mm mesh

(woven diagonally ) including 10 per cent extra laps and joints

excluding the cost & labour of boulders144.00 Sqm 511.20 511.20 223.0

4 Backfilling behind Crate wall complete as per drawings & technicalspecification Clause 1204.3.8 100.00 0.60 0.60 cum 36.00 36.00 834.6

Total Total

Rate per RM 3035.3508


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division Ga

Executive Engineer


Cost estimate for Construction of Crate Appron Bund


District :- Srinagar (Ganderbal)

3.55


21/34

63.4 4.179074

282.00

228.29

238.49

3.76 11.41292


22/34

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Ra

(item

(R



and bracing, removal of stumps and other deleterious material and


in trenches with excavated suitable material. (with a lift of 3 Mtrs)

100.00 1.05 0.60 Cum 63.00 183

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-10 Nominal mix 1:3:6)100.00 1.05 0.15 Cum 15.75 352



1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)} 2x100

0.30+0.20

2 0.50 Cum 25.00 3598



1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)]100.00 0.45 0.05 Cum 2.25 4071

TOTAL

Rate per Rm 1765


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRD

Executi

Cost estimate for Construction of C C Drain

Construction Of Road from Dub to KhanporaDistrict :- Srinagar (Ganderbal)


23/34

118.2 13.63472

14.18 8

75.64 72.58604

7929.36


24/34

1.90 KM

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Rat

(item

(R



and bracing, removal of stumps and other deleterious material and


in trenches with excavated suitable material. (with a lift of 3 Mtrs)

100.00 1.50 0.30 Cum 45.00 183



1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)100.00 1.50 0.15 Cum 22.50 3526


complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)}

100.00 0.40+0.652

1.20 Cum 63.00 3598

100.00 0.30 1.20 Cum 36.00 3598



1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)]100.00 0.65 0.05 Cum 3.25 4071

TOTAL

Rate per Rm 4870


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRD


Cost estimate for Construction of C C Deep drain Dr

Length

Construction Of Road from Dub to KhanporaDistrict :- Srinagar (Ganderbal)

Executiv


25/34

118.2 9.739089

14.18 12

75.64 182.9168

11453.52


26/34

S.No. Description of Items L (M) B (M) D (M) Unit Qty. Ra

(ite

(R

Edge Wall

1 Earthwork in excavation for structures as per drawingand 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 side and

bottom and back filling in trenches with excated

suitable material(ordinary soil up to 3 mt depth)

100 0.9 0.30 Cum 27.00 18

2 Type B (First Class) Bedding, Laying (First Class)bedding on well compacted sand, moorum or

approved granular material as per Clause 1105 (ii) 100 0.80 0.15 Cum 12.00 65

3 Providing concrete for plain/reinforced concrete inopen foundations complete as per drawings and


(P.C.C Grade M-10 Nominal mix 1:3:6)100 0.75 0.1 Cum 7.5 352

4 Providing concrete for plain/reinforced concrete in

open foundations complete as per drawings and


{ P.C.C grade M 15 Nominal mix (1:2.5:5)}

1000.75+.5

21.00 Cum 62.00 35

5 Backfilling behind abutment, wing wall and return wallcomplete as per drawings & technical specification

Clause 1204.3.8(Material available at site) 100 0.30 0.50 cum 15.00 834

Tot


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRR

Execu


Cost estimate for Construction of Edge wall (1M Heigh)


Cost per Rm=Rs

District : Srinagar ( Ganderbal)


27/34


28/34

Length :-1.90 Kms Dub to Khanpora

S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs

1 M-10 (1:3:6)] for 1 Cum

carriage of C A Kijpora 0.9 Cum 2.05 13 4.03 t km 96.66

Carriage of F.A

Nallah

sindh 0.45 Cum 1.84 25 4.03 t km 83.42

Carriage of Cement Srinagar 0.22 t 51 4.03 t km 45.22

Loading of C.A 0.9 Cum 22.42 Cum 20.18

Loading of F A 0.45 Cum 22.42 Cum 10.09

Loading & Unloading of

cement 0.22 t 92.79 t 20.41

Total 275.98

2 R/R Masonary (1:6 mortar)

Carriage of stones Saderkote 1 Cum 2.6 37 4.03 t km 387.69

Carriage / Loading Unloading Chart


29/34


S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs


Carriage of F.A Nallah sindh 0.38 Cum 1.84 25 4.03 t km 70.44


Loading of Stones(Manually) 1 Cum 73.95 Cum 73.95

Loading of Sand 0.38 Cum 22.42 Cum 8.52


cement 0.092 t 92.79 Cum 8.54

Total568.05

3 R/R Masonary (dry)

Carriage of stones Saderkote 1 Cum 2.6 37 4.03 t km 387.69

Loading of Stones(Manually) 1 Cum 73.95 Cum 73.95

Total 461.64


30/34


S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs


4 M-20 (1:2:4)







cement 0.32 t 92.79 t 29.69

Total 305.81

5 M-30 (1:1:2)



31/34


S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs







cement 0.43 t 92.79 t 39.90

Total 364.56

6 M-15 (1:2.5:5)





32/34


S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs





cement 0.275 t 92.79 t 25.52

Total 285.64

7TypB (First Class ) craddle

Carriage of granular materialNallah

Sindh 1 Cum 1.92 25 4.03 t km 193.44

Loading of Granular Material 1 Cum 22.42 Cum 22.42

Total215.86

8

1200mm dia NP3 pipes(for

per mtr pipe)

Carriage of NP3 pipes Zainakote 1.00 Cum 2.5 60 4.03 t km 603.896


33/34


S No Particulars

Source of

Material

Qty in

Unit of

QtyDensity

in t/cum

Milage

in

Km

Haulage

/Loading

Unloading

Rate

Unit of

Haulage/Lo

ading

Unloading

Amount

in

Rs


Loading (by manual means) 1 per pipe 60.94 per pipe 60.94

Unloading (by Manual means)1 per pipe 290.01 per pipe 290.01

Total 391.33


PMGSY,(JKRRDA) SD Ganderbal PMGSY (JKRRDA) Division Ganderbal

Executive Engineer


34/34

Road Length= 7.80 Kms

District :Srinagar ( Ganderbal)

S.No. Item Unit Qty. Rate of

items

incl

carriage(R

s)

Total

Amount

in Lacs.

1 RCC KM Stone Nos 8.00 1600.00 0.13

2 Const. of Reference Pillars Kms 7.80 5000.00 0.39

3 Const. of Back Pillars Kms 7.80 5500.00 0.43

4 P/Fixing of Citizen information Boards Nos 2.00 16000.00 0.32

5 Fixing of Two Km Sign boards Nos 4.00 7000.00 0.28

6 Provision for Traffic Sign Boards as per clause

1701.2.3 & IRC :67

Nos 25.00 5000.00 1.25

2.80

Assistant Executive Engineer Executive Engineer

PMGSY, SD Ganderbal PMGSY Division Bandipora

Total =

Construction of Akhal to Hayan

Block:- Kangan


Cost Estimate for Road Furniture.

Package No:

Documents

PAVEMENT DESIGN OF HIGHWAY IN KASHMIR