detailed project report

DIAMOND HARBOUR HIGHWAY DIVISION, PW(R) D, WB Joynagar(Burorghat)-Moydah-

Jibonmondal-Mahismarihat Road

Road / Bridge project

i Name of project :

ii District covered : South 24 Paraganas

iii Project outlay (Rs. Crore) : 13.6629

S.NoItem Remarks

(Yes /

No)

1 General

i Whether the project is prioritized by the State Govt. Yes

ii Whether the project submited through the Nodal Dept. Yes

iii Whether the project included in the State Plan. Yes

2 Clearances from ( wherever applicable )

i Ministry of Enviroment & Forests Does not arise

ii Ministry of Railways Does not arise

iii Administrative Approval To be done aftter NABARD sanction

iv Technical Sanction To be done aftter NABARD sanction

v Land Acquisition - Extent status and time frame . Not Required

3 Technical Aspects

i General

aWhether master plan prepared by state Govt. and

proposed project are as per Master plan. As per department/district Plan

bWhether proposed project are new or Strengthening of

existing roads. Strengthening of existing Road

c

Whether proposed project have been designed as per

IRC standards . Reasons for deviation , if any should be

spelt out. Yes

dType of road project - Village Roads, Other District

Road, Major Rural Road .MDR (Major District Road)

eWhether fair weather connectivity is proposed reasons

for same to be elucidated. No

ii Road Project

a

Depth of roadway , Damage way , pavment making of

formation, sub-base , base courses, black toping,

culvert and small bridges in existing and proposed

conditions to be furnished in relevant Annexures . Reffered later

bExtent of cement Concrete sections, wherever provided

to be detailed . No

c

Justifications for widening / strengthening should be

supported by relevant data along with year of

construction.

Inadequate Pavement thickness,

Improvement of Riding Quality

iii Bridge project

Strengthening of Joynagar(Burorghat)-

Moydah-Jibonmondalhat-Mahishmarihat

Road(0KMP TO 18.53KMP) under Diamond

Harbour Highway Division in the district of

South 24 Paraganas, under the loan

assistance from NABARD, RIDF XIX

Check list for prepration of Detailed project Report to be submitted for

loans under Rural Infrastructure Development Fund

IMPROVEMENT AND STRENGTHENING OF ROAD FROM 0.000KMP TO 18.530KMP




i Name of project :



S.NoItem Remarks

(Yes /

No)









a

Hydraulic data, geo-technical details of foundations,

design details and drawings to be furnished. Does not arise as this is entirely Road

Scheme

bBridge project with detailed investigations should only

be proposed.

4 Financial Aspects

i Schedule of rates adopted (where updated to current

costs)

Yes/Year 2008-2009 as applicable on

01.09.2011 upto 7th corrigendumii

If not, Whether cost proposed will be sufficient to creat

the assets

Does not arise

iii. Cost Estimate

a Item wise cost of project Reffered later

b Item wise expenditure incurred Do

c Item wise cost of balance works Does not arise

d Item wise RIDF loan 80%

e Item wise State Govt. contribution 20%

f

Year wise phasing of RIDF loan and State and Govt.

Contribution (2 year Phasing allowed, reasons for 3

years phasing , wherever required)

To be done after sanction

g Specific justification for high cost of development. To be done after sanction

5

Benefits and justification

Overall impact of the project need to assessed and

detailed

Potential (road in km and bridge

in m span) Reduction in distance

(km) population benefited. Access to

Marketing / tourist / pilgrimage

conters ( numbers to be finished )

PCU data with likely savings in VOC

etc Non recurring and recurring

employment generation .

income 'Without' and 'With' project

and cash statement to be furnished





i Name of project :



S.NoItem Remarks

(Yes /

No)









6 Operation and Maintenance

Arrange for O/M of projects after completions. Through Departmental Budgetary

Provision7 Infrastructure Facilities

i. Organizational structure of the implementing Dept. EE/AE/SAE's office to look after

ii.

Capacity and preparedness of the implementing

Dept. and status of implementation of earlier

sanctioned and mechanism. Adequate

iii. Quality control infrastructure and mechanism Adequate

iv. Availability of labour Adequate

v. Budget provision

a. For contribution of State Share Adequate Yearwise allocation is made

b. For subsequent O & M

c. For repayment of loans - Principal and interest.

8 Project Risks

i. Land acquisition Not Required.

ii. Forest clearance Not Required.

iii. Railway / road crossings Does not arise

iv. Construction hazards Nil

v. Any other risks Nil

9Convergence with any other programme

No.


RURAL ROAD PROJECTS -TECHNICAL DETAILS- RIDF XIX

State : West Bengal

Length (km) 18.530 Existing Proposed Increase

Na

me

of P

roje

ct

Dis

tric

t

De

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Ca

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Ro

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)

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Pa

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me

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Th

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m)

Sh

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(m

)

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R v

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Sta

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Ro

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La

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th

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(m

)

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Th

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m)

No

of C

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s

Na

ture

of S

urf

ace

Str

ength

enin

g o

f

Joynagar(

Buro

rghat)

-Moydah-

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ahis

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MP

) under

Dia

mond H

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our

Hig

hw

ay D

ivis

ion

in t

he d

istr

ict

of

South

24

Para

ganas,

South

24 P

ara

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PW

(Roads)

Directo

rate

MD

R

7 5.5

0.3

35

0.7

5

3%

Should

ers

Unsta

bili

zed,I

nadequate

Pavem

ent

Thic

kness

15

5.5

0.6

1

0.6

3% 2 0

0.2

75

0

Bitum

inous

Strengthening of Joynagar(Burorghat)-Moydah-Jibonmondal-Mahismarihat Road(0KMP TO 18.53KMP) under Diamond Harbour Highway Division in the district of South 24 Paraganas,

under the loan assistance from NABARD, RIDF XIX

RURAL ROAD PROJECTS -TECHNICAL DETAILS- RIDF XIX

State : West Bengal Block: JOYNAGAR-I&II Length: 18.53 km Others (in Rs.) SoR

Na

me

of P

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0.5

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Gra

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Str

ength

enin

g o

f

Joynagar(

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-Moydah-

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ahis

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Road(0

KM

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MP

) under

Dia

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arb

our

Hig

hw

ay

Div

isio

n in t

he d

istr

ict

of

South

24

Para

ganas,

South

24 P

ara

ganas

3616557.0

0

293154.0

0

6585138.0

0

52669530.0

0

789883.0

0

0.0

0

41929456.0

0

22515930.0

0

0.0

0

3085111.0

0

0.0

0

569108.0

0

Rate

s a

re inclu

siv

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f C

ess

39,2

2,3

92.0

0

6,5

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6,2

9,9

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f 2008-0

9

Strengthening of Joynagar(Burorghat)-Moydah-Jibonmondal-Mahismarihat Road(0KMP TO 18.53KMP) under Diamond Harbour Highway Division in the district of South 24 Paraganas,


Annexure

DETAILS OF CALCULATION OF ECONOMIC ANALYSIS

State :West Bengal Block: Joynagar I & II Length: 18.530km Traffic details(Average Daily Traffic)* (Amount Rs. in lakh )

Serial N

os.

Nam

e o

f S

chem

e

Dis

tric

t

Pote

ntial

GC

A (

in H

a)

Tota

l C

ost

No.

of

vill

egers

benefitt

ed

No.

of

farm

ers

benefitt

ed

Popula

tion b

enefitt

ed

No.

of

Mark

eting c

entr

es

Non-

rec e

mp.

Genera

tion (

in lakh

man d

ays)

Rec.

em

p.

Genera

tion (

no.

of

jobs)

Dis

tance*

reduction (

in k

m)

Cycle

Cycle

ric

kshaw

Hand c

art

Hors

e v

ehic

le

Bullo

ck c

art

Moto

r cycle

/ S

coote

r

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Pic

kup V

an/

Auto

ric

kshaw

Tra

cto

r/ L

CV

Bus/

Tru

ck

Tru

ck -

Tra

ilor/

Tra

cto

r T

raile

r

Are

a b

enefitt

ed

Valu

e o

f pro

duce p

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Ha

Mark

et

Surp

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price r

ealis

ation

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ge s

avin

g

Contr

ibution t

o G

DP

(per

HA

)

1

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of

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uth

24

Pg

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h

13

,66

,29

,99

1.0

0

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,00

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00

7

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0 0 15

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2

29

4

79

75

76

Improvement & Strengthening of Joynagar(Burorghat)-Moydah-Jibonmondal-Mahismarihat Road(0KMP TO 18.53KMP) under Diamond Harbour Highway Division in the district of South 24 Paraganas,


DIAMOND HARBOUR HIGHWAY DIVISION , P.W(ROADS) DIRECTORATE

LAKSHMIKANTAPUR HIGHWAY SUB-DIVISION

(RIDF Scheme with Loan Assistance from "NABARD")

REPORT

1 NAME OF WORK

2 INTRODUCTION

2.1 Project Background

2.2 Location

Sub-Division

Block Joynagar I , Joynagar II, Kultoli

Mouza

2.3 Classification of Road and its Status

Hatpara,Shahjadapur,Chandipur,Maydah,Naypukuria,Mayakholi,Khoimara,Dara,Ta

ranagar,Kripakhali

Strengthening of "Joynagar(started from Burorghat)-Moydah-Jibonmondalhat-Mahishmarihat

Road"(from 0km-18.530km) under Diamond Harbour Highway Division in the district of South 24

paraganas.

South 24 Parganas , a coastal district in the south of the State of West Bengal is bounded by

Kolkata and North 24 Parganas on North, Hoogly river on West, Bangladesh on East and Bay of

Bengal on South.

This district is having a geographical area of 8165.05 sq comprising vast rural area, Sundarban

forest area and also urban city area (part of Kolkata Metropolises).

Large road network spread over the district is still deficient in respect of requirement .With growth

of traffic in terms of volume and load many of the existing road which are built on poor road bed of

lower Gangetic alluvial soil are suffering from capacity constraint and structural inadequacy

resulting in deterioration of road pavement mainly due to financial stringency timely improvement

of the roads. A large number of rivers and channels including irrigation and canals provide gaps

blocking thorough movement along many of the road.

While expanding road network particularly in the sector of district has become a necessity, stress

has been given to complete the incomplete roads, strengthening of high density sections of

important traffic corridors which already have been taken up and completion of bridge projects

approved for implementation.

In view of the above, Public Works Department, Government of West Bengal takes a plan for

strengthening of existing carriage way to standard intermediate lane carriage way to meet the

requirement of present and future traffic.

The proposed road is a Major District Road.The road serves as the prime connectivity between

Joynagar Station with the habitations of the above mentioned mouzas.The road is 18.53 km with

average crust thickness of 335 mm and an average wearing coarse of 25mm (bituminous) with

earthen shoulders.

The RURAL INFRASTRUCTURE DEVELOPMENT FUND (RIDF) is a Scheme Dedicated for

infrastructural development in rural areas with a objective of providing better comunication facilities

in rural areas and ensuring reduction of poverty in rural areas. As per assignment of the RIDF

Scheme, the National Bank for Agriculture and Rural Development has envisaged development of

infrastructure in rural area (i.e. Improvement or Upgradation of rural roads) in the state of West

Bengal.




2.4 Length of the Road

2.5 Nature of Locality and Inhabitants

2.6 History

3 NECESSITY & BENEFIT

Social Aspects:

Health Center/Hospital : 2 Nos. Bank and Panchyet : 12 Nos.

Sub-Hospital : 1 No. Other Offices : 5 Nos.

Markets and Economic activities :

Major Produces are Paddy,Flower,Fruits,Vegetables,Sweet Water Fisheries and Breeding Units.

Traffic Status:

Fast Moving Vehicles : Nos.

Slow Moving Vehicles : Nos.

Termination point = Mahismarihat. Co-ordinates are 22o11'17.03'' N, 88

o34'19.77''

Length of the road = 18.530km

The road Terrain is classified as plain terrain.The climatic condition of this region is tropical humid.

Winter starts early in November and ends in the middle of February. Summer lasts till the middle

of June. Soon after this the rainy season commences and continues till the end of August. January

is the coldest month in this region. The mean minimum temperature in the month of January

varies from 100C to 15

0C. The highest temperature is often registered in May (Near about 42

0 C),

which is the hottest month. The average rainfall in this region is above 1500mm.There are two

harvesting seasons in area, one from middle of March to end of May(75 days) and other is from

start of October to middle of December (75 days)

The propsed road originates at Burorghat (T junction), 1.8 km from Joynagar on the PWD road

connecting Joynagar and Kultoli and terminates at Mahishmari Hat. The road passes through

areas mostly inhabitated by farmers and fisherman. The region around Joynagar, Kutoli was a rich

province and carries historical heritages and importance.

Starting Point = The propsed road originates at Burorghat (T junction), 1.8 km from Joynagar on

the PWD road connecting Joynagar and Kultoli.

Co-ordinates are 22o09'56.35'' N , 88

o25'41.44''E

846

1005

The proposed road contributes immensly to the the connectivity of the Joynagar and Baruipur.This

road runs parallel to the rail route connecting rail stations namely Dakshin Barasat , Baharu,and

Joynagar. This region is thickly populated with population around 1.2 lakhs considering all the

Blocks and mouzas that it connects on the way. Thus this road serves the population from 10

Mouzas. This road runs through agricultural areas,a good number of farm houses,brick fields (21

number approx),schools ,colleges, banks hospitalsand connects 6 number of markets namely

Chandipur,Maydah Kalibari, Jibon Mondal Haat, Pitambarer More, Dara, Mahish Mari Haat. So

quite a considerable number of commercial vehicle ply everyday. Besides this since the region is

known to be one of the major producers of vegetable which was daily required to be brought to the

urban area to meet its daily need.Thus this road has a tremendous socio-economic impact on the

rural population.

Markets at Chandipur,Maydah Kalibari, Jibon Mondal Haat, Pitambarer More, Dara, Mahish Mari

Haat and 21 number brick-fields.




4 PRESENT STATUS OF THE ROAD

a) The proposed road is under Major District Road category of intermediate lane with poor BT.

b) Total length is : Kilometer

c) Project length is : Kilometer

d) Carriageway width of existing bituminous road is 5.5m(Average) for a total length

e) Average height of the Finished surface level 1.0m & is 0.6m over the normal HFL of the area .

f) Average crust thickness of 335 mm with an average wearing coarse of 25mm (bituminous).

g) The roadway width is 6.5 m to 7.0 m average with Road land width 15.0 m to 30.0 m.

h) Existing alignment does not suffer from any major deficiency in road geometry .

i)

5 TOPOGRAPHICAL SURVEYS

6 SOIL AND MATERIAL SURVEY

i). Sieve Analysis

ii). Atterberg’s Limits

iii). Standard ProctorTest

iv). Soaked & Unsoaked CBR test

7 TRAFFIC CENSUS

7.1 Classified Traffic Volume Counts

The classified traffic count (7 days in both ways) survey was conducted on the same road . The

count was conducted for 24 hours (0.00 Hour to 24.00Hour) of the day.

Topographic survey true to ground realties have been done using precision instruments like Total

Stations and Auto levels, and bringing out data in digital form (x,y,z format) for developing DTM .

Traverse has been done by total station having angular measurement accuracy of ± 1 sec. All

leveling for establishing Benchmark are to be carried out as per method adopted by Survey of

India. All leveling are to be carried out with Auto Level having accuracy ± 2.5 mm/ km. In absence

of GTS benchmark in the nearby location of the road, arbitrary level (R.L) has been assumed and

fixed on TBM pillars accordingly.All data from topographic survey recorded by Auto Level were

takenup and final alignment, plan, profile were prepared and presented in AutoCAD Format.

Soil survey has been done by collecting samples of local soils from the embankment / sub-grade

of the proposed road in accordance to the guidelines of IRC :SP: 20-2002. The important tests

carried out on the soil intended for use for subgrade are as under

From the test results it is clear that the soil type is Silty Clay with fine sand and the designed CBR

for the soil along the proposed road is 3%. for the total length.

18.530

Present surface condition is undulated , broken Crust, inadequate flanks width and eroded at

many stretches.

18.530




7.2 Traffic Forecast

8 TECNNICAL SPECIFICATION

8.1 Preparation of Ground before Construction of Embankment

8.2 Wet Mix Macadam

Patching of pot holes

8.3 Construction of Bituminous course

Prime Coat

600mm wide hard shoulder is proposed on both sides through out the length of the road except for

areas of concrete surfaces as in case of cross drainage structures. Shouldering is done with single

layer of 75mm compacted thickness of brick-bats over which a single layer of 75mm thick jhama-

metal is to be laid to attain an over-all compacted thickness of 150mm .

The sequence of laying of the primer should be as detailed in the IRC specification.

This work shall consist of application of single coat of low viscosity liquid bituminous material to a

porous granular surface preparatory to any superimposition of bituminous treatment or mix. Single

coat of Prime coat with low viscosity should be applied over the granular surface MOST gives

guidelines for requirements of viscosity and quantity of bituminous material for priming purpose.

Since the surface is granular the kinematics viscosity of the primer at 600 should be in the range of

30-60 centistokes and quantity bitumen should be 0.75 kg per sq.m.

Where the existing surface is granular, all loose materials shall be removed and the surface lightly

watered where the profile corrective course to be provided as a separate layer. Where the profile

corrective course of bituminous material is to be laid over the existing granular surface, the latter

shall, after removal of all loose materials, be primed with as per the stipulations of prime coat over

granular base

The present day traffic has to be projected for the end of design life at growth rates as per IRC 37-

2001. The design traffic in terms of the cumulative number of standard axle to be carried out

according to Cl. 3.3.6 of IRC 37-2001 , page 14. The traffic in the year of completion of the road

project has been estimated as per equation 3.3.6.1 of the above page 15 of IRC 37 : 2001

mentioned clause.

Laying ,spreading & compacting approved stone aggregates to Wet Mix Macadam specification

including screening of aggregates and granular materials, mixing the materials in proper grading

using mechanical mixer, adding water to achieve required OMC, laying the mixed materials in

uniform thickness of 75 mm each layer over prepared surface, rolling with 8-10t roller in stages to

proper grade, camber, until the desired density is achieved, as per direction of Engineer-in-

Charge complete, including cost of quality control. WMM is laid in three layers to attain a desired

thickness of 225 mm.

Existing potholes and cracks shall be repaired and sealed following the conventional methods or

as directed by the Engineer-in-Charge.

Widening of the embankment layers shall be done with earthen layers of thickness not exceeding

200mm in compacted thickness. The soil used in the embankment shall conform to the technical

specifications. At the time of placing the Earth work, layers not more than 300mm thick (loosened

earth) shall be placed only after checking the in-situ moisture content.It is compacted by power

Roller / vibratory Roller to attain the desired MDD at OMC compared to 100% standard proctor

density (i.e. degree of compaction of soil) in slope of embankment including breaking all clods

required quantity of watering as per OMC, filling depression making sufficient number benches on

existing embankment, crest width to proper profile with 2.5% cambering at sub-grade level in

accordance with the procedure of earth work.Clods or hard lumps of earth shall be broken to have

maximum size of 75 mm. when being placed in the embankments and a maximum size of 50 mm.

when being placed in the sub-grade.




8.4 Bituminous Macadam

8.5 Premixed Carpet and Seal Coat

8.6 Mastic Asphalt

9 CROSS DRAINAGE WORKS

10 PROTECTIVE WORKS AND ROAD FURNITURE

After thorough investigation of the road with Engineer-in-charge provision of mastic asphalt have

been made in water-logged areas,market places . The total length for mastic asphalt is 945m.

The existing CD structures are in good condition and are present in sufficient numbers. The list of

existing CD structures are presented alongwith.

25mm thick mastic asphat wearing coarse will be applied on the treated BM top layer. Approved

quality coarse aggregate,fine aggregate,filter material,binder and bitumen in specified proportions as

reffered to in the IRC specification.

This work shall consist of laying and compacting an open graded carpet of 20 mm thickness in a

single course composed of suitable small sized aggregates premixed with a bituminous binder on

a previously prepared base, in accordance with the requirements of these specifications to serve

as a wearing course. The underlying base on which the bituminous carpet is to be laid shall be

prepared shaped and conditioned to the specified lines, grade and cross section as directed by the

Engineer-in-Charge. A tack coat shall be applied as required by the Contract documents, or as

directed by the Engineer-in-Charge.

The binder shall be bitumen of a suitable grade appropriate to the region, traffic, rainfall and other

environmental conditions as directed by the Engineer-in-Charge, and satisfying the requirements

of IS: 73.

This work shall consist of construction, in a single course, of 50 mm compacted thickness of

compacted crushed aggregates premixed with a bituminous binder, laid immediately after mixing,

on a base prepared previously in accordance with the requirements of the specifications, and in

conformity with the lines, grades and cross-sections shown on the drawings or directed by the

Engineer-in-Charge.

Tack coat shall be applied in all bituminious layers starting from BM,Premix and Mastic asphalt. In

case of application of tack coat mechanical means adopted for BM and Premixed carpet where as

for mastic asphalt it is to be laid manually.Tack coat in the form of Bituminous emulsion shall be

applied as 0.30 kg/sq.m.

The bitumen shall be paving bitumen of suitable penetration grade within the range S 35 to S 90 or

A 35 to A 90 (30/40 to 80/100) The aggregates shall consist of crushed stone, crushed gravel

(shingle) or other stones retained on 2.36 mm sieve. They shall be clean, strong, durable of fairly

cubical shape and free of disintegrated piece, organic and other deleterious matter, and adherent

coatings. The aggregates shall preferably be hydrophobic and of low porosity. Where crushed

gravel is used as aggregates, not less than 90% by weight of crushed materials retained on 4.75

mm sieve shall have at least two fractured faces. The aggregates shall be proportioned and

blended to produce a uniform mixture complying to the specifications. The binder content shall be

within a tolerance of ± 0.3 % by weight of total mixture.A tack coat shall be applied as required by

the Contract documents, or as directed by the Engineer-in-Charge.

Protective works are carried out to stabilise the shoulders and embankment particularly in areas

where water bodies are located adjacent to the embankment. It is carried out using Eucalyptus

Ballah of 100mm and 150mm dia as required upon depending on the depth of the water body. The

list for protective works to be carried out ,chainage wise have been attached alongwith.

Road furnitures in the form of Ordinary km stone, 5th km stone and 200m RC post, guard post

and other regulatory traffic sign have been installed.




11 PAVEMENT COMPOSITION

Existing Pavement Composition : 185 mm Jhama Metal+ Brick Bats

150 mm WBM Grade II

Proposed Pavement Composition

Considering strengthening :

(General) 225 mm Wet Mix Macadam

50 mm BM

20 mm Premix Carpet & Seal Coat

(Mastic Asphalt 945m) 225 mm Wet Mix Macadam

50 mm BM

25 mm Mastic Asphalt

Total 610 mm

12 ANALYSIS OF RATES

12.1 Rate Analysis

Pradip Kumar Pal Malay Ghosh Arup Ratan Mukhopadhyay

Assistant Engineer Superintending Engineer Executive Engineer

Lakshmikantapur Highway Sub-Division State Highway Circle No.1 Diamond Harbour Highway Division

P.W.(Roads) Directorate P.W.(Roads) Directorate P.W.(Roads) Directorate

Govt. Of West Bengal Govt. Of West Bengal Govt. Of West Bengal

Rates have been adopted for various items of work from the schedule of Rates for Road works,

culverts & Carriage PW(Roads)D Schedule 2008 -2009 Effective from 05.01.09

DIAMOND HARBOUR HIGHWAY DIVISION

RIDF XIX th Scheme with Loan assistance from "NABARD"

EXISTING CROSS-DRAINAGE STRUCTURESRoad Name : - Joynagar to Mahismarihat

Length of the road = 18.530KM Block : - Joynagar I & II, Kultoli District : - South 24 - Parganas

SL No. Chainage Type No. Dia./Width Length Condition Necessary

(KM) (m) (m) Action

1 1+430 PIPE CULVERT 1 0.900 10.275 Functioning








9 4+750 PIPE CULVERT 1 0.900 10.000 Clogged Cleaning

10 4+850 BOX CULVERT 1 3.500 8.250 Good No Action








18 8+950 BRIDGE 1 47.000 10.000 Good Condt. No Action








26 12+360 HUME PIPE 1 0.900 9.750 Functioning





26 13+450 BOX CULVERT 1 1.500 9.750 Functioning

26 14+110 BOX CULVERT 1 3.500 7.750 Good Condt. No Action









26 17+960 BOX CULVERT 1 5.500 7.750 Good Condt. No Action



No Action, Temporary

Maintenance

only,Removal of

unwanted vegetative

growth


Maintenance

only,Removal of

unwanted vegetative

growth


Maintenance

only,Removal of

unwanted vegetative

growth


Maintenance

only,Removal of


Maintenance

only,Removal of

unwanted vegetative

growth


Maintenance

only,Removal of

9000

C L of Proposed Carriageway

1750 2750 2750 1750

Earthen Earthen

Shoulder Shoulder

2.5 % 3.5 % 3.5 % 2.5 %

2 2

1 1600 (TYP)

Existing Embankment

75MM JHAMA

75MM BRICK-BATS

20MM Premix Carpet 225MM WMM

50MM BM

PROPOSED CROSS SECTION IN STRAIGHT SECTION FOR FLEXIBLE PAVEMENT

8000

C L of Proposed Carriageway

1250 2750 2750 1250

Subgrade

25MM Wearing Course 150mm WMM (2 Layers)

85mm Brick Bats 100 mm Jhama-metal

EXISTING CROSS SECTION IN STRAIGHT SECTION FOR FLEXIBLE PAVEMENT

Length Of the Road = M Width = 5.5 m

Length with concrete surface = M WMM = 0.225 m

M BM = 0.05 m

Picking up of Existing Bituminous layer

1 X 18451.8 X 5.50 = 101485.00 M2

Add 2.00% as curve and Bellmouth 2030.00 M2

103515.00 M2

Repairing Pot holes

( Assuming 6.5% of surface area are potholes and average loose net thickness is 100mm)

1 X 18451.75 X 5.50 X = 101485.00 M2


103515.00 M2

Volume of potholes = X 6.50% X 0.1 = 673.000 M3

Hard shouldering

Width = 600 mm

Thickness = 150 mm

75 mm thick single-layer brick-bat used for shoudering = 1660.6575 M3


1693.6575 M3

75 mm thick single-layer Jhama-metal used for shoudering = 22142.1 M2


22585.1 M2

Wet Mix Macadam 150mm thick

1 X 18451.75 X 5.50 X 0.225 = 22834.00 M3

In Jibanmondalhat Bazar 1 X 145.00 X 3.80 X 0.15 = 83.00 M3

22917.00


23375.00 M3

Priming coat

18530.00 X 5.50 = 101915.00 M2

In Jibanmondalhat Bazar 145.00 X 3.80 = 551.00 M2

102466.00 M2

ITem No -1

ITem No -5

ITem No -6

ITem No -4

Calculation Of Quantity.

ITem No -2

18530.00

78.25

18451.75

103515.00

ITem No -3


104515.00 M2

50mm th Bituminous Macadam

1 X 18530.00 X 5.50 = 101915.00 M2

In Jibanmondalhat Bazar 145.00 X 3.80 = 551.00 M2

102466.00 M2


104515.00 M2

20mm thick premixed carpet

Area Of 50mm thick B.M. = 104515.00 M2

Less area of Mastic Asphalt 5302.00 M2

99213.00 M2

25mm thick Mastic Asphalt

1 X 945 X 5.50 = 5198.00 M2


5302.00 M2

Seal Coat type "B"

Area same as Premixd carpet = 99213.00 M2

Eucallyptuc Bullah Pilling = 1425.00 M

Placing of Cement Bag filled with Earth

Using 22 nos of bag per meter length along with bullah pilling

1425.00 X 22.00 = 31350.00

31350.00

Total Earthwork as per C/S drawings = 73903.06

Deduction due to earthcrust = 28466.44

Deduction due to hard Shoulder = 3387.54

42049.08 M3

Less :Built-up areas, homestead areas and markets ,side drain, earthen bundh, river,

ponds and water bodies, and other allied activities = 35 %

Therefore deduction in earthwork = 14717.18 M3

Net earth-work volume = 27331.90 M3

ITem No -12

ITem No -7

ITem No -11

ITem No -8

ITem No -9

ITem No -10

Borrow Pit Earth Work = 40% of 27331.90 m3 = 10932.76 M3

Carried Earth Work = 60% of 27331.90 m3 = 16399.14 M3

ITem No -13

ITem No -14

Diamond Harbour Highway

Division PW(R)D,West Bengal

Joynagar (Burorghat) to Mahishmarihat

(0.00kmp to 18.53kmp)

SUMMARY OF TRAFFIC FOR SEVEN DAYS COUNT (BOTH WAYS)

Laden Un laden Laden Un laden Laden Un laden LadenUn

laden

1 2 3 4 5 6 7 8 7 8 7 8 7 8 10 11 12

12.04.13 00.00 12.04.13 24.00 206 347 0 0 27 27 45 53 10 27 16 510 431

13.04.13 00.00 13.04.13 24.00 327 347 0 0 32 34 56 65 16 29 16 621 625

14.04.13 00.00 14.04.13 24.00 315 311 0 0 35 32 62 48 20 28 19 549 503

15.04.13 00.00 15.04.13 24.00 311 336 0 0 39 42 60 44 21 21 19 509 435

16.04.13 00.00 16.04.13 24.00 312 297 0 0 42 42 56 68 18 27 11 488 429

17.04.13 00.00 17.04.13 24.00 297 291 0 0 43 42 57 65 19 24 13 483 399

18.04.13 00.00 18.04.13 24.00 291 324 0 0 46 40 71 45 24 12 13 487 462

2059 2253 0 0 264 259 407 388 128 168 107 3647 3284

294.14 321.86 0.00 0.00 37.71 37.00 58.14 55.43 18.29 24.00 15.29 521.00 469.14

294 322 0 0 38 37 58 55 18 24 15 521 469

294 161 0 0 114 111 261 248 81 108 120 261 938

Average Daily Traffic 1851

Commercial Vehicle Per Day Total PCU = 2696Laden Un laden

Tractor with trailer 58 55

BUS 0 0

TRUCK 38 37

Total = 96 92

(CVPD) at the time of Census(No. of vehicle weight > 3MT) = 133

Pradip Kumar Pal Arup Ratan MukhopadhyayAssistant Engineer Executive Engineer

Lakshmikantapur Highway Sub-Division Diamond Harbour Highway Division

P.W (Roads) Directorate P.W (Roads) Directorate

Govt. Of West Bengal Govt. Of West Bengal

BUSES ANIMAL

DRAWN

VEHICLES

CYCLES

Passanger's Car Unit

OT

HE

R

(SP

EC

IFY

)

VA

N

RIC

HS

HA

W

Truck

TW

O

WH

EE

LE

RS

Agri-Tractors with

trailers

Other motorised

commercial

vehicles

(CPVD)

Rounding

Average For One Day

CARS,JEE

PS, VANS

Wt <3MT

FROM

DATEHOUR TO DATE

Total for 7 days

HOUR

Diamond Harbour Highway

Division PW(R)D,West Bengal

Joynagar (Burorghat) to Mahishmarihat

(0.00kmp to 18.53kmp)

Computation of traffic in terms of msa as per IRC 37:2001

Ns = 365 x A x ((1+r)^t-1) x F x L / r

A = P x (1 + r ) ^ n

A = No. of commercial vehicles per day at the end of project

A = No. of commercial vehicles per day at the end of "n" years during project r = Annual growth rate 7.5 %

P = No. of commercial vehicles per day at last count t = Design life in yrs 10 yrs

r = Annual growth rate 7.5 % F = Vehicle damage Factor 3.5

n = Nos. of years 2 yrs L = Lane Distribution Factor 0.75

Ns = 365 x 153.698 x ((1+7.5/100)^10-1) x 3.5 x 0.75 x (7.5/100)

Therefore, A = 133 x (1 + 7.5/100)^2 = 153.6981 = 2083329

2.08E+06

Therefore , Ns = 2 msa

CBR = 3 %

PAVEMENT DESIGN

Now Since, Designed CBR is 3 %

Designed msa is 2

Hence, From IRC 37:2001 we, get pavement thickness

Plate 1, Page 22

As per provision the crust is as follow

CBR(%) 3 Pavement Composition Strengthening of Existing Pavement

Cumulative Total Bituminous Coarse Granular Granular

Traffic Pavement Wearing Binder Base Sub-base Existing Crust 335 (185mm Brick Bats & Jhama Metal

Thickness Coarse Coarse Coarse Coarse Strengthening +150mm WMM )

(msa) (mm) (mm) (mm) (mm) (mm) WMM 225 mm

BM 50 mm

2 610 25 50 225 335 Total = 610 mm Hence safe.

20 mm wearing coat

Road From: JOYNAGAR TO MAHISHMARIGHAT

Length of the Road: 18.530 KM

Name of the District: South 24 Parganas

Sl. No. Description of Items Cost in Rupees

1 Cost of Earth Work 3616557.00

2 Cost of Sub-Base 7668175.00

3 Cost of Base Course 52669530.00

4 Cost of Bituminous Work 64445386.00

5 Cost of Road Furniture & Traffic Safety Measures 569108.00

6 Cost of Protective Work

a Cost of UC Bullah Piling 1425 metre 2781956.00

b Cost of Dumping Earth Filled Gunny bags 31350 nos. 303155.00

3085111.00

7 Cost of Cross Drainage Works 0.00Total (Including Cess) Rs. 132053867.00

Total (excluding cess @ 1%) Rs. 130746403.00Add 3.00% as contingency Rs. 3922392.00

Add 0.50% as cost towards Outsource of DPR Rs. 653732.00

Add L.W. Cess @ 1% Rs. 1307464.00

Say Rs. 136629991.00

Say Rs. In Lakhs 1366.29991

Arup Ratan Mukhopadhyay

Govt. of West Bengal

PW(Roads) Directorate PW(Roads) Directorate

Govt. of West Bengal Govt. of West Bengal

Chief Engineer

PW(Roads) Directorate

Sankar Roy Choedhury

Diamond Harbour Highway Division State Highway Circle No. - I

IN THE DISTRICT OF SOUTH 24 PGS.

Executive Engineer Superintending Engineer

IMPROVEMENT AND STRENGTHENING OF JOYNAGAR (BURORGHAT)- MOIDAH-

JIBONMONDALHAT-MAHISHMARIHAT ROAD (0.000 KMP TO 18.53 KMP)

UNDER DIAMOND HARBOUR HIGHWAY DIVISION

Malay Ghosh

Sl

No. Description Unit Quantity

Rate

(Rs)

Amount

(Rs)

V.P.265 It-2 ab (i)

1

Picking up and removing old bituminous layer or sand sealing coat

from old black topped surface and cleaning the exposed surface

by scraping and stacking the material as directed.

(b) By mechanical means : Sqm 82812 3.54 293154.00

( V.p.264,It-16)

2

Patching of potholes by draining water, cutting the pothole area to

rectangular shape with vertical edges, removing all loose

materials, screening and stacking the same for reuse with new

materials as per requirement, filling the pothole area with

additional volume of crushed stone materials / laterite / Jhama /

broken shingles / coated stones of Pakur variety etc. and

screenings as applicable, and compacting the same with static

roller as per Water Bound Macadam Specification, including cost

of all materials and machineries but including the cost of coarse

aggregates and screening.Cum 362.300 2180.19 789883.00

(V.P.191 It-1)

3

Supplying, spreading and consolidation of brick bats (size 45 mm

and down) and medium sand including premixing the material in

suitable mixer conforming the combined material to the Grading – I

of Granular Sub-base Materials and in proportion of 60 : 40 and

rolling at O.M.C. to achieve at least 97% of maximum dry density,

maintaining proper gradient and camber, watering as necessary

and lighting, guarding, barricading and making adequate earthen

bundh on both sides where necessary to protect the edges and

curing with water including all incidental charges for the work and

cost of rolling complete. Cum 1693.6575 1252.30 2120967.00

ESTIMATE OF IMPROVEMENT AND STRENGTHENING OF JOYNAGAR (BURORGHAT)-

MOIDAH-JIBONMONDALHAT-MAHISHMARIHAT ROAD (0.000 KMP TO 18.53 0KMP)

Sl


Rate

(Rs)

Amount

(Rs)



(V.P.259 It-7b))

4

Labour for spreading and consolidating 1st class brick bats/

Jhama metal/Laterite chelly or metal / shingles of specific size

in hard crust to requisite thickness (measured after compaction) in

layers including screening of bats/metals etc. as necessary, hand

packing, sweeping, watering and rolling in stages with power roller

to proper line, grade and camber, lighting, guarding & barricading

and making necessary earthen bundh of one metre width on each

side where necessary to protect edges and preparing the bed by

necessary cutting or filling and rolling all complete including the

cost of all materials and hire and labour charges of all man and

machineries and as per specification and direction of Engineer-in-

chargeincluding the cost of bats/chelly.

(b) Using Brick bats / Jhama metal / Laterite metal of size 63

mm – 45 mm for compacted thickness 75mm. Sqm 22585.100 197.66 4464171.00

( V.p.262,It-9)

5

Labour for spreading & compacting approved stone aggregates to

Wet Mix Macadam specification including screening of

aggregates and granular materials, mixing the materials in proper

grading using mechanical mixer, adding water to achieve required

OMC, carrying the mix to work-site using tipper trucks within a

lead of 10 km , laying the mixed materials in uniform thickness

over prepared surface, rolling with 8-10t roller in stages to proper

grade, camber, until the desired density is achieved, including

supply of all materials, machinery, fuel & lubricants, including

incidental costs for lighting, guarding, barricading, making of

earthen bundfh to protect the edges, controlling traffic, etc. as per

direction of Engineer-in-Charge complete, including cost of quality

control. Cum 23375.02 2253.24 52669530.00

Sl


Rate

(Rs)

Amount

(Rs)



( V.p.266,It-4,a)

6

Providing and applying bituminous Primer Coat for priming of

base course with Cationic bituminous emulsion of approved grade

and requisite quantity including preparation of the surface to be

primed, through cleaning and sweeping, uprooting weeds, grass

etc. dampening the surface beforehand spraying the primer using

sprayer mounted on distributor truck or with hand sprayer using

mechanical pump including cost and carriage of bitumen emulsion

and all other incidental costs of work.

(a) For surfaces with low porosity

(@ 7.5 kg / 10 m2). Sqm 104515.32 36.87 3853480.00

(Section 4.7, It-34(B)(b)(ii))

7

Laying Bituminous Macadam of specified grade using Hot Mix

Plant (HMP) and using approved aggregates conforming to

specified grading and bitumen over prepared surface, including

carrying the hot premixed materials by means of tipper truck,

spreading, the mixed material at specified laying temperature over

the prepared surface by means of a suitable paver finisher,

tamping and finishing the mix to specified grade, line and camber,

thorough rolling with suitable power rollers for break down, inter-

mediate and finished rolling as per specification, hand packing and

pinning to give an even surface including cost and carriage of

stone materials & bitumen, and hire charges of HMP and all other

machines and equipments, cost of fuels and lubricants and wages

of operational staff, quality control as per IRC Specification all

complete including cost of applying tack coat.

(B) In Base / Binder Course using 3.4 % binder content by

weight of total mix.(b) 50mm compacted thickness

(iii) Using Drum Mix type HMP of minimum capacity 60-90 TPH. Sqm 104515.32 364.31 38075976.00

Sl


Rate

(Rs)

Amount

(Rs)



(Section 4.7, It-38(ii))

8

Providing & Laying 20 mm thick open graded Premixed Carpet

by Hot Mix Plant using 13.2 mm (@ 0.18 m3/m

2) and 11.2 mm

(@ 0.09 m3/m

2) size stone aggregates, including thorough

cleaning of the surface, applying tack coat, screening cleaning and

pre-heating stone chips and fully pre-coating the same with hot

matrix @ 54 kg/m3

of aggregate mix, carrying the mixture by tipper

trucks or by any other suitable arrangements, laying the mixture

uniformly over the surface with paver finisher , including manual

operations as and when required for proper level, grade and

camber, thoroughly rolling by power roller, including the cost and

carriage of stone chips and matrix, heating the matrix, preheating

the aggregates to required temperature and including the hire

charges of Hot Mix Plant and other machineries, pay of operators,

cost of fuel and lubricants etc. all complete including cost of

applying tack coat.

(c) Using Drum Mix type HMP of minimum capacity 60-90 TPH. Sqm 99213.870 148.30 14713417.00

( V.p.276,It-18b))

9

Laying Premixed Seal Coat (Type B) with approved quality

sand/grit @ 0.6 m3/ 100 m

2and hot bitumen binder on

thoroughly cleaned black top surface coated with tack coat,

including heating and mixing cleaned sand/grit (100 % passing

through 2.36 mm sieve and retained on 180m sieve) uniformly with

hot binder (@ 113.5 kg per m3

of grit or sand in suitable pan /

Mobile Hot Mix Plant (Light duty), laying and spreading the mix at

an uniform rate using suitable means, brushing the surface, if

necessary, to ensure uniformity, followed by rolling with power

roller including the cost and carriage of binder and aggregates,

cost of heating the binder and aggregates and all other incidental

charges, cost of fuel and lubricants, including hire charges of

machineries, tools & plants required for construction and quality

control complete including cost of applying tack coat.

(b)Using Mobile Hot Mix Plant (Light duty) Sqm 99213.870 50.12 4972599.00

Sl


Rate

(Rs)

Amount

(Rs)



(V.P. 281 Item No 24)

10

Laying a single layer, 25mm thick Mastic Asphalt wearing course

in road pavement using approved coarse aggregate, fine

aggregate, filler material and bitumen, including cost and carriage

of all ingredients, cost of heating aggregates and binder, mixing in

specified proportions ... ... .... .. IRC, including the hire charges of

all tool, plants & machineries, pay of operators, cost of fuel and

lubricants and all other incidental charges and quality control

complete. Sqm 5301.450 533.80 2829914.00

(V.p. 183 Item No 8a))

11

Earthwork in road embankment in ordinary soil to correct profile

as per designed formation level with earth obtained from land

owned /arranged by the Department, depositing in layers of 250

mm thickness including breaking clods ,dressing and compacting

by power roller (not at OMC) etc. complete as per specification,

drawing and direction of Engineer-in-charge from borrow-pits.

(Payment shall be made in m3

on finished work on the basis of

pre-work and post-work level section measurements.(a) In ordinary soil. Cum 10932.760 57.56 629290.00


12

Earthwork in road embankment in ordinary soil to correct profile

as per designed formation level with earth obtained from land

owned /arranged by the Department, depositing in layers of 250

mm thickness including breaking clods ,dressing and compacting

by power roller (not at OMC) etc. complete as per specification,

drawing and direction of Engineer-in-charge by carried earth with a

lead upto 1 km


on finished work on the basis of

pre-work and post-work level section measurements.

(a) In ordinary soil. Cum 16399.140 182.16 2987267.00

Sl


Rate

(Rs)

Amount

(Rs)



13

Drum sheet walling with eucalyptus Bullah 1.8m (av) high on

piling 150 mm dia and 4.50m long driven 2.70m (av) below G.L.

and 500 mm centre to centre including fitting fixing 3 nos. of half

bullah pieces (from 10 cm dia) and drum (empty bitumen) sheet

(approved condition) of height 1.90m , cutting and straightening

drum sheet (each joint must have lap length of min.50mm)

including cost of necessary nails, bolts, nuts etc and providing 2 to

3m long half bullah ties of 10cm dia @ 2.25 m centre to centre

fixed with 10 cm dia bullah posts driven 1.5m below G.L. including

cost of all materials and two coat of coal tarring to all bullah etc

complete as per direction m 1425.00 1952.25 2781956.00

14

Supplying empty cement bags in good condition & filling empty

cement bags with earth and placing them in position including tying

or sewing mouth (cost of thread included) and all incidental

charges complete with Departmental earth carried upto 1 kmNos. 31350 9.67 303155.00

(V.p. 287 Item No 1)

15

Supplying fitting and fixing R.C. guard post 1.37m long with

c.c.1:2:4 with graded stone chips of 13.2mm down casting , curing

complete including cost of providing 4nos.of 12mm dia. rod of

length 1.54m as main reinforcement and 6 nos. of round shaped

8mm dia rods used as binders; the placing of the first binder

should be at 75mm below the top finished surface and the other 5

nos of binders should be placed at 245mm c/c ; the guard post is

of octagonal section with inscribed circle of dia 24cm at the base

tappering to corresponding dimensions of 16cm at the top

including two coats of painting with best quality synthetic enamel

paint of approved make and grade to form 6 nos. horizontal

alternate bands in white/tanery yellow and black to 90 cm length

standing up above ground after mending good damages if any

during striking off shuttering, making hole in ground of 47cm

depth and 30cm minimum dia, fixing the guard posts in the

same holes and repacking the earth properly so as to keep the

guard posts standing properly erect in correct position true to line

and length including carriage of R. C. Guard Post with due care to

the site including loading into the truck and unloading at site

complete in all respect.Each 64 953.44 61020.00

Sl


Rate

(Rs)

Amount

(Rs)




16

Supplying, fitting and fixing rectangular R.C. 200 m post of

size 65cm x 15cm x 10cm with cement concrete 1:2:4 with graded

stone chips of 13.2mm down including cost of providing 2 nos. of

inverted U-shaped 6mm dia M.S. rods of length 1.40m and 5 nos.

of 6mm dia M.S. binders spaced at 100mm C/C and of length

37.5cm each in correct position true to line and level and providing

sunk inscription with 30cm embedment into the ground after

making hole into the ground of section 10cm more on all side of

post and repacking the hole with 1:4:8 cement concrete with stone

chips with two coat of painting on the exposed portion of the post

with best quality synthetic enamel paint of approved make and

brand of different shades as directed complete in all respect

including carriage of the post to the site with loading & unloading

and printing of letters and numbers.Each 74 402.99 29821.00


17

Supplying, fitting and fixing 5th

KM post / KM post as per

standard drawing enumerated in IRC: 8-1980 (for type designs for

Highway Kilometre stone) with cement concrete 1:2:4 with chips of

size 26.5mm down in correct position true to line and level with

60cm embedment into the ground after making hole into the

ground of section 15cm more on all sides of the post and

repacking the with 1:4:8 cement concrete with stone chips with

two coats of painting on the exposed portion of the post with best

quality synthetic enamel paint of approved make and brand of

different shades as directed complete in all respect including

carriage of the post to the site with loading & unloading and

printing of letters and numbers.

(a) 5th Kilometer Post: Each 3 2616.91 7851.00

Sl


Rate

(Rs)

Amount

(Rs)



(V.p. 289 Item No 3b))

18


KM post / KM post as per

standard drawing enumerated in IRC: 8-1980 (for type designs for

Highway Kilometre stone) with cement concrete 1:2:4 with chips of

size 26.5mm down in correct position true to line and level with

60cm embedment into the ground after making hole into the

ground of section 15cm more on all sides of the post and

repacking the with 1:4:8 cement concrete with stone chips with

two coats of painting on the exposed portion of the post with best

quality synthetic enamel paint of approved make and brand of

different shades as directed complete in all respect including

carriage of the post to the site with loading & unloading and

printing of letters and numbers.

(b) Ordinary Kilometer Post: Each 15 2074.54 31118.00

(V.p. 148 Item No 4) of Schedule of Rates of Public Works (Roads) Department , National Highway Wing

19 Retro Reflective Traffic Signs

Providing and Fixing of Retro-reflectorised cautionary, mandatory

and informatory sign as per IRC:67 made of high intensity grade

sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm

thick supported on a mild steel angle iron post 75 mm X 75mm x 6

mm firmly fixed to the ground by means of properly designed

foundation with M15 grade cement concrete 45 cm x 45 cm X 60

cm, 60 cm below ground level as per approved drawing

(Reference to MORT&H's specification 801)

19.1 (ii) 60 cm equilateral triangle Each 20 3047.05 60941.00

19.2 (iii) 60 cm circular Each 86 4154.69 357303.00

19.3 (iii) 60 cm X 60 cm square Each 0 4826.29 0.00

Sl


Rate

(Rs)

Amount

(Rs)




Direction and Place Identification Signs upto 0.9 sqm Size Board

20

Providing and ercting direction and place identification retro-

reflectorised sign as per IRC:67 made of high intensity grade

sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm

thick with area not exceeding 0.9 sqm supported on a mild steel

single angle iron post 75 X 75 X 6 mm firmly fixed to the ground

by means of properly designed foundation with M-15 grade cement

concrete 45 X 45 X 60 cm, 60 cm below ground level as per

approved drawing

(Reference to MORT&H's specification 801) Each 2 10526.87 21054.00

Total (Including Cess) 132053867.00

Total (excluding cess @ 1%) 130746403.00

Pradip Kumar Pal Assistant Engineer

Lakshmikantapur Highway Sub-Division PW (Roads) Directorate

Arup Ratan Mukhopadhyay Executive Engineer

Diamond Harbour Highway Division PW (Roads) Directorate

Malay Ghosh Superintending Engineer

State Highway Circle No. - I PW (Roads) Directorate

S.No. Description of Item Unit Amount

1

Coarse Sand

(Grading Zone - I as per IS:383-1970)

Stacked at Site

cum - 820.00

2

Medium Sand


Stacked at Site

cum - 650.00

3

Fine Sand


Stacked at Site

cum - 500.00

4Silver Sand

Stacked at Sitecum - 350.00

# Ref. PWD (Roads)Directorates S/R 2008-09,

Annex -II Page 319

BRICK, BATS

1 a).First Class Bricks (Kiln Burnt) nos/1000 - 8000.00

2 b). Picked Jhama Bricks (Kiln Burnt) nos/1000 - 8000.00

3 c). Jhama Metal (Kiln Burnt) cum - 1650.00

4 d). First Class Brick Bats (Kiln Burnt ) cum - 1150.00

# Ref. PWD (Roads)Directorates S/R 2008-09,

Annex -II Page 319

IMPROVEMENT AND STRENGTHENING OF JOYNAGAR (BURORGHAT)- MOIDAH-

JIBONMONDALHAT-MAHISHMARIHAT ROAD (0.000 KMP TO 18.53 KMP)

UNDER DIAMOND HARBOUR HIGHWAY DIVISION

IN THE DISTRICT OF SOUTH 24 PGS.

Gra

de

I (

90-4

5)

Gra

de

II

(63-4

5)

Gra

de

III

(5

3 -

22.4

)

37.5

mm

26.5

mm

22.4

mm

13.2

mm

11.2

mm

5.6

mm

Type

A

Type

B

cum 906.00 1069.00 1089.00 1109.00 1109.00 1160.00 1174.00 1195.00 1067.00 833.00 727.00 909.00 729.00

cum 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 62.00 58.00 62.00 58.00

cum 1441.00 1604.00 1624.00 1644.00 1644.00 1695.00 1709.00 1730.00 1602.00 1368.00 1258.00 1444.00 1260.00

cum 46.50 46.50 46.50 46.50 46.50 46.50 46.50 46.50 46.50 46.50 43.50 46.50 43.50

48.00 Km cum 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00 473.00

cum 1425.50 1588.50 1608.50 1628.50 1628.50 1679.50 1693.50 1714.50 1586.50 1352.50 1243.50 1428.50 1245.50

Carriage (Vide P-325 I- 4g)

Carriage From

Ballygunge to D. Barasaat 38.00 Km 0.00 To 5.00 = 5.00 Km @Rs 79.00 Rs. 79.00

D. Barasaat to Moida 3.50 Km 5.00 To 10.00 = 5.00 Km @Rs 10.00 Rs. 50.00

Moida to Site Middle 6.27 Km 10.00 To 20.00 = 10.00 Km @Rs 9.20 Rs. 92.00

20.00 To 48.00 = 28.00 Km @Rs 9.00 Rs. 252.00

47.77 Km

Say 48.00 Km Rs. 473.00

Unit

Size of Aggregates

Rate for Plant work

Loading, Un loading &

stacking (p-302, It

3c.d) (For General

work)

Cost at Ballygunge

Boulder

30/45 kg

Rate for general work

Loading & Unloading

(p-302, It 3c.d) (For

Plant work)

Carriage for

Sto

ne

Du

st

COST OF STONE METAL

Stone ScreeningHand Broken Aggregates Machine Made Chips

Pakur

48.00

Source of Material:

Average lead (km) of Pakur Material from Ballygunj Jn. to

Project CG (By road) considered in the analysis:

Item

Haldia Kolkata

170.00 52.00

Unit

Source Haldia Kolkata Haldia

(A) (V.P.-316 It -4) MT 41423.00 41,903.00 37,400.00

(B) (V.P.-302 It -3a) MT

43.50 43.50

(Vide P-308 I- 11A) 769.00

(Vide P-308 I- 2A)

330.70 897.50

(C) MT 4,142.30 4,190.30 3,740.00

(D)

MT 1,000.00 1,000.00

(E) Rate at Site MT 46,334.30 45,467.50 41,081.00

Carriage of tar or asphalt in drums and similar miscelleneous

materials over pucca roads

Add Contractor's Profit (@ 10% of (A))

(vide Note - 3, Table I-2, page- 316)

Deduct cost of container

(in case of packed bitumen, CRMB or bituminous emulsion

is considered to be used)

Bitumen

(Bulk): VG-

30 (60/70)

FORMAT – B: (Format for anlysis of rates of bitumen / bituminous emulsion / CRMB supplied by Contractor)

Cost of Bitumen including all taxes at the nearest source of

the manufacturer

Loading in to trucks at the lifting point, unloading at

destination, stacking properly in go downs or yard etc. as

directed including carriage by head load up to a lead of 30 m

at each of the two points.

a) Tar or asphalt in drums for plant works

(75% of Rs. 58.00)

Carriage of Bitumen in bulk in insulated tanks from refinery

to work site including loading, unloading the same at hot mix

plant / Bitumen storage tanks / empty bitumen dums / tar

boiler as per direction of the Engineer – in – Charge at

specified temperature including necessary heating

arrangements during transfer & transit with all incidental

charges.

Bitumen

(Packed):

VG- 30

(10/20)

For

rate

s R

efe

r T

ab

le I

- 2

at

pag

e 3

16

& F

orm

at

- B

at

pag

e 3

17

of

Go

vern

me

nt

of

We

st

Be

ng

al ,

Pu

blic

Wo

rks (

Ro

ad

s)

Dire

cto

rate

Sch

ed

ule

of

Ra

tes f

or

Ro

ad

&

Brid

ge

Wo

rks 2

00

8 -

200

9 &

7th

Co

rrig

en

da

, A

dde

nd

a &

Err

ata

of

SO

R o

f S

OR

of

P.W

. (R

oad

s)

Dire

cto

rate

200

8-2

00

9-

Ap

ril, 2

01

2

Source of Material:

Average lead (km) considered in the analysis:

Bitumen

Emulsion

(Packed):

MS TypeItemSl No.

FORMAT – B: (Format for anlysis of rates of bitumen / bituminous emulsion / CRMB supplied by Contractor)

(Vide P-308 I- 11A):

(Vide P-325 I- 4g) Carriage From

Haldia to New Alipur 118.00 Km 0.00 To 100.00 = 100.00 Km @Rs 468.00 Rs. 468.00

New Alipur D. Barasaat 42.00 Km 100.00 To 170.00 = 70.00 Km @Rs 4.30 Rs. 301.00

D. Barasaat to Moida 3.50 Km

Moida to Site Middle 6.27 Km

169.77 Km Rs. 769.00Say 170.00 Km

(Vide P-308 I- 2A):

Carriage From

Kolkata to D. Barasaat 42.00 Km 0.00 To 5.00 = 5.00 Km @Rs 68.00 Rs. 68.00



20.00 To 50.00 = 30.00 Km @Rs 5.50 Rs. 165.00

51.77 Km 50.00 To 52.00 = 2.00 Km @Rs 5.10 Rs. 10.20

Say 52.00 Km Rs. 330.70

(Vide P-308 I- 11A):

(Vide P-325 I- 4g) Carriage From

Haldia to New Alipur 118.00 Km 0.00 To 5.00 = 5.00 Km @Rs 68.00 Rs. 68.00

New Alipur D. Barasaat 42.00 Km 5.00 To 10.00 = 5.00 Km @Rs 5.90 Rs. 29.50



169.77 Km 50.00 To 100.00 = 50.00 Km @Rs 5.10 Rs. 255.00

100.00 To 170.00 = 70.00 Km @Rs 4.60 Rs. 322.00

Say 170.00 Km Rs. 897.50

Carriage

Carriage

Carriage

Sl


Rate

(Rs)

Amount

(Rs)

(V.P.265 It-2 b (i))

1

Picking up and removing old bituminous layer or sand

sealing coat from old black topped surface and cleaning

the exposed surface by scraping and stacking the material

as directed.

(b) By mechanical means :

(i) From 25 mm to 50 mm thick. Sqm 1.00 3.50 3.50

A)Sub-Total 3.50

B) Add 1.00% as per "Workers' Welfare Cess Act, 1996) % 1.00 0.04

Rate per Sqm= A)+B) 3.54

( V.p.264,It-16)

2

Patching of potholes by draining water, cutting the pothole

area to rectangular shape with vertical edges, removing all

loose materials, screening and stacking the same for

reuse with new materials as per requirement, filling the

pothole area with additional volume of crushed stone

materials / laterite / Jhama / broken shingles / coated

stones of Pakur variety etc. and screenings as applicable,

and compacting the same with static roller as per Water

Bound Macadam Specification, including cost of all

materials and machineries but excluding the cost of coarse

aggregates and screening.

Labour Cost Cum 1.00 270.00 270.00

Add: Cost of Material per cum

Cost of Gr-II Aggregate Cum 1.000 1624.00 1624.00

Cost of Type "B" screening Cum 0.210 1260.00 264.60

A)Sub-Total 2158.60

B) Add 1.00% as per "Workers' Welfare Cess Act, 1996) 21.59

Rate per Cum= A)+B) 2180.19

(V.P.191 It-1)

3

Supplying, spreading and consolidation of brick bats (size

45 mm and down) and medium sand including premixing

the material in suitable mixer conforming the combined

material to the Grading – I of Granular Sub-base Materials

and in proportion of 60 : 40 and rolling at O.M.C. to

achieve at least 97% of maximum dry density, maintaining

proper gradient and camber, watering as necessary and

lighting, guarding, barricading and making adequate

earthen bundh on both sides where necessary to protect

the edges and curing with water including all incidental

charges for the work and cost of rolling complete.Cum 1.000 173.70 173.70


Cost of Brick Bats Cum 0.900 1150.00 1035.00

Cost of Medium sand Cum 0.048 650.00 31.20

A)Sub-Total 1239.90



RATE ANALYSIS

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

(V.P.259 It-7b))

4

Labour for spreading and consolidating 1st class brick

bats/ Jhama metal/Laterite chelly or metal / shingles of

specific size in hard crust to requisite thickness (measured

after compaction) in layers including screening of

bats/metals etc. as necessary, hand packing, sweeping,

watering and rolling in stages with power roller to proper

line, grade and camber, lighting, guarding & barricading

and making necessary earthen bundh of one metre width

on each side where necessary to protect edges and

preparing the bed by necessary cutting or filling and rolling

all complete including the cost of all materials and hire and

labour charges of all man and machineries and as per

specification and direction of Engineer-in-charge but

excluding the cost of bats/chelly.

(b) Using Brick bats / Jhama metal / Laterite metal of

size 63 mm – 45 mm for compacted thickness 75mm. Sqm 1.000 14.20 14.20

Add: Cost of Material per sqm

Cost of Jhama Metal Cum 0.110 1650.00 181.50

A)Sub-Total 195.70



( V.p.262,It-9)

5

Labour for spreading & compacting approved stone

aggregates to Wet Mix Macadam specification including

screening of aggregates and granular materials, mixing the

materials in proper grading using mechanical mixer,

adding water to achieve required OMC, carrying the mix to

work-site using tipper trucks within a lead of 10 km , laying

the mixed materials in uniform thickness over prepared

surface, rolling with 8-10t roller in stages to proper grade,

camber, until the desired density is achieved, including

supply of all materials, machinery, fuel & lubricants,

including incidental costs for lighting, guarding,

barricading, making of earthen bundfh to protect the

edges, controlling traffic, etc. as per direction of Engineer-

in-Charge complete, including cost of quality control.

Labour Cost Cum 1.00 273.90 273.90


Cost of stonemetal 37.50 mm size Cum 0.396 1628.50 644.89

Cost of stone chips 13.20 mm size Cum 0.264 1714.50 452.63


Cost of Stone dust Cum 0.304 1243.50 378.02

A)Sub-Total 2230.93



Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

( V.p.266,It-4,a)

6

Providing and applying bituminous Primer Coat for

priming of base course with Cationic bituminous emulsion

of approved grade and requisite quantity including

preparation of the surface to be primed, through cleaning

and sweeping, uprooting weeds, grass etc. dampening the

surface beforehand spraying the primer using sprayer

mounted on distributor truck or with hand sprayer using

mechanical pump including cost and carriage of bitumen

emulsion and all other incidental costs of work.

(a) For surfaces with low porosity

(@ 7.5 kg / 10 m2).

Sqm 1.00 2.40 2.40


Cost of C.B. Emulsion for low porosity stone

@ 0.75 Kg / m2 kg 0.75 45.47 34.10

A)Sub-Total 36.50



(Section 4.7, It-34(B)(b)(ii))

7

Laying Bituminous Macadam of specified grade using

Hot Mix Plant (HMP) and using approved aggregates

conforming to specified grading and bitumen over

prepared surface, including carrying the hot premixed

materials by means of tipper truck, spreading, the mixed

material at specified laying temperature over the prepared

surface by means of a suitable paver finisher, tamping and

finishing the mix to specified grade, line and camber,

thorough rolling with suitable power rollers for break down,

inter-mediate and finished rolling as per specification, hand

packing and pinning to give an even surface including cost

and carriage of stone materials & bitumen, and hire

charges of HMP and all other machines and equipments,

cost of fuels and lubricants and wages of operational staff,

quality control as per IRC Specification all complete

excluding cost of applying tack coat.

(B) In Base / Binder Course using 3.4 % binder content

by weight of total mix.(b) 50mm compacted thickness(iii) Using Drum Mix type HMP of minimum capacity 60-90

TPH.Sqm 1.00 67.40 67.40


Cost of stonechips 22.4 mm size Cum 0.0177 1693.50 29.97



Cost of stonedust Cum 0.0106 1243.50 13.18

Cost of 60/70 Bitumen for mixing Kg 3.74 46.33 173.29

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

Add: (V.P.265,It-3b)-ii)

Providing and applying tack coat using Cationic bituminous

emulsion of approved grade conforming to IS : 8887-1978,

over prepared surface including cleaning of surface with

mechanical broom, moistening the surface, applying tack

coat including cost and carriage of emulsion, hire charges

of machineries and labour, cost of fuel and lubricants all

complete as per specification and direction of the Engineer-

in-charge.

(b) Over black topped surface @ 3.0 kg per 10 m2 :

(ii) By mechanical means. Sqm 1.00 1.60 1.60


Cost of C.B. Emulsion for tack coat Kg 0.30 45.47 13.64

A)Sub-Total 360.70



(Section 4.7, It-38(ii))

8

Providing & Laying 20 mm thick open graded Premixed

Carpet by Hot Mix Plant using 13.2 mm (@ 0.18 m3

/m2

)

and 11.2 mm (@ 0.09 m3/m

2) size stone aggregates,

including thorough cleaning of the surface, applying tack

coat, screening cleaning and pre-heating stone chips and

fully pre-coating the same with hot matrix @ 54 kg/m3

of

aggregate mix, carrying the mixture by tipper trucks or by

any other suitable arrangements, laying the mixture

uniformly over the surface with paver finisher , including

manual operations as and when required for proper level,

grade and camber, thoroughly rolling by power roller,

including the cost and carriage of stone chips and matrix,

heating the matrix, preheating the aggregates to required

temperature and including the hire charges of Hot Mix

Plant and other machineries, pay of operators, cost of fuel

and lubricants etc. all complete excluding cost of applying

tack coat.(iii) Using Drum Mix type HMP of minimum capacity 60-90

TPH.Sqm 1.00 18.80 18.80


Cost of Stonechips 13.2 mm size Cum 0.018 1714.50 30.86

Cost of Stonechips 11.2 mm size Cum 0.009 1586.50 14.28










in-charge.


(ii) By mechanical means. Sqm 1.00 1.60 1.60


Cost of C.B. Emulsion for tack coat Kg 0.30 45.47 13.64

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

A)Sub-Total 146.83



( V.p.276,It-18b))

9

Laying Premixed Seal Coat (Type B) with approved

quality sand/grit @ 0.6 m3/ 100 m

2and hot bitumen

binder on thoroughly cleaned black top surface coated

with tack coat, including heating and mixing cleaned

sand/grit (100 % passing through 2.36 mm sieve and

retained on 180m sieve) uniformly with hot binder (@

113.5 kg per m3

of grit or sand in suitable pan / Mobile Hot

Mix Plant (Light duty), laying and spreading the mix at an

uniform rate using suitable means, brushing the surface, if

necessary, to ensure uniformity, followed by rolling with

power roller including the cost and carriage of binder and

aggregates, cost of heating the binder and aggregates and

all other incidental charges, cost of fuel and lubricants,

including hire charges of machineries, tools & plants

required for construction and quality control complete

excluding cost of applying tack coat.

(b)Using Mobile Hot Mix Plant (Light duty) Sqm 1.00 9.90 9.90


Cost of stone aggregates 5.6 mm Cum 0.006 1368.00 8.21


A)Sub-Total 49.62



(V.P. 281 Item No 24)

10

Laying a single layer, 25mm thick Mastic Asphalt wearing

course in road pavement using approved coarse

aggregate, fine aggregate, filler material and bitumen,

including cost and carriage of all ingredients, cost of

heating aggregates and binder, mixing in specified

proportions ... ... .... .. IRC, including the hire charges of all

tool, plants & machineries, pay of operators, cost of fuel

and lubricants and all other incidental charges and quality

control complete. Sqm 1.00 181.80 181.80

Add: Cost of materials

Cost of 5.6 mm Coarse Aggregates Cum 0.0078 1352.50 10.55



Cost of Bitumen (10/20) Kg 5.5000 41.08 225.95

Cost of Bitumen (60/70) Kg 0.0150 46.33 0.70

Cost of Lime Stone Powder Kg 10.3000 6.32 65.10

Cost of Stone Dust Cum 0.0110 1243.50 13.68

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS









in-charge.


(ii) By manual means. Sqm 1.00 3.60 3.60


Cost of S.R. Bitumen (applied hot) Kg 0.30 46.33 13.90

A)Sub-Total 528.51


Rate per Sqm= A)+B) 533.80(V.p. 183 Item No 8a))

11

Earthwork in road embankment in ordinary soil to

correct profile as per designed formation level with earth

obtained from land owned /arranged by the Department,

depositing in layers of 250 mm thickness including

breaking clods ,dressing and compacting by power roller

(not at OMC) etc. complete as per specification, drawing

and direction of Engineer-in-charge. (Payment shall be made in m

3on finished work on the

basis of pre-work and post-work level section

measurements.


Add: (V.p.181,It-1a))

Earthwork in excavation from borrow pits (land

owned/arranged by the Department) and depositing in

layers of 250 mm. Including breaking clods and to fill up

back of abutments depressions and ruts with an initial lead

up to 50 m and initial lift up to 1.5 m making bunds at top

as directed dressing complete. (For petty emergent

works).(a) In ordinary soil.

Rates to be evaluated considering 100 m3

of borrow pit

earth = 115 m3

of embankment earth = 92 m3

of compacted earth.

i.e. Cost of 1 m3

equivalent earth is 100/92= 1.09 m3

of

earth Cum 1.087 36.70 39.89

A)Sub-Total 56.99




12

Earthwork in road embankment in ordinary soil to

correct profile as per designed formation level with earth

obtained from land owned /arranged by the Department,

depositing in layers of 250 mm thickness including

breaking clods ,dressing and compacting by power roller

(not at OMC) etc. complete as per specification, drawing

and direction of Engineer-in-charge by carried earth

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS


on finished work on the

basis of pre-work and post-work level section

measurements.


Add: Land owned/ arranged by the Contractor Cum 1.087 20.00 21.74

Add: (V.p.181,It-1a))







works).

(a) In ordinary soil.


of borrow pit

earth = 115 m3

of embankment earth = 92 m3

of compacted earth.

i.e. Cost of 1 m3


of

earth Cum 1.087 36.70 39.89

Add: (V.p.308,It-1A.)

Carriage of Earth over pucca road upto 1 km


of embankment

earth = 92 m3

of compacted earth.

i.e. Carriage Cost of 1 m3

equivalent earth is 115/92=

1.25 m3 of earth

Cum 1.25 61.00 76.25

Add: (V.p.302,It-3c))Loading in to trucks at the lifting point, unloading at


directed including carriage by head load up to a lead of 30

m at each of the two points.

(c) Sand, Cinder, Lime, Moorum and similar materials.


of embankment

earth = 92 m3

of compacted earth.

i.e. only Unloading Cost of 1 m3

equivalent earth is

115/92= 1.25 m3 of earth

Rates to be evaluated considering only Unloading i.e. 35%

of Rs. 58.00Cum 1.25 20.30 25.38

A)Sub-Total 180.36



13

Drum sheet walling with eucalyptus Bullah 1.8m (av) high

on piling 150 mm dia and 4.50m long driven 2.70m (av)

below G.L. and 500 mm centre to centre including fitting

fixing 3 nos. of half bullah pieces (from 10 cm dia) and

drum (empty bitumen) sheet (approved condition) of height

1.90m , cutting and straightening drum sheet (each joint

must have lap length of min.50mm) including cost of

necessary nails, bolts, nuts etc and providing 2 to 3m long

half bullah ties of 10cm dia @ 2.25 m centre to centre

fixed with 10 cm dia bullah posts driven 1.5m below G.L.

including cost of all materials and one coat of coal tarring

to all bullah etc complete as per direction

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

Taking Output = 50 mAdd: (V.p.229,It-37c))

Supplying Eucalyptus-bullah piles at work site,

including dressing and making one end pointed.

(c) 15 cm. diameter pile.

Total no of bullah reqd. = 101 Nos.

Total Length = 101 * 4.5 m = 454.50 m m 454.50 124.00 56358.00

Add: (V.p.229,It-37a))

Supplying Eucalyptus-bullah piles at work site,

including dressing and making one end pointed.

(b) 10 cm. diameter pile.

For Runner

50 X 3 / 2 = 75.00 m

For Post

Total No of bullah reqd. = 50 / 2.5 + 1 = 21 Nos.

Total Length = 21 * 1.65 m = 34.65 m

For Tie

21 X 2.5 / 2 = 26.25.00 m

Total Length reqd. = 135.9 m i.e. 136 m (approx) m 136.00 56.00 7616.00

Add: (V.p.245,It-67))

Labour for driving Sal-bullah / Eucalyptus bullah piles

by monkey in sorts of soil including hoisting and placing

piles in position, protecting the pile head with iron ring and

cutting and shaping heads before and after driving and

including hire and labour for necessary driving appliances

and all tackles

b) When work under considerable (i.e. above 1 m.)

standing water is involved.iii) 150mm. diameter

Total Length = 101 * 2.7 m = 272.70 m m 272.70 46.00 12544.20

i) 100mm diameter (It- 67a)

Total Length = 21 * 1.5 m = 31.50 m m 31.50 31.00 976.50

Add: (V.p.248,It-80))

Coal tarring on wooden surfaces including cost of

materials. (It- 80a)

a) Double coat.

15 cm bullah

454.50 X π X0.15 = 214.21 m2

Post

34.65 X π X0.10 = 10.89 m2

Runner

75 X π X0.10 = 23.57 m2

3 X 50 X0.10 = 15.00 m2

Tie

26.25 X π X0.10 = 8.25 m2

2 X 26.25 X0.10 = 5.25 m2

Total Area = 277.17 m i.e. 277.00 m2 (approx) Sqm 277.00 7.90 2188.30

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

Add: (V.p.246,It-70))

Labour for fitting and fixing 10 cm. to 13 cm. diameter

sal-bullah as ties and runners including necessary nails,

bolts and nuts.

Runner = 75 m

Tie = 26.25 m

Total Length reqd. = 101.25 m m 101.25 10.50 1063.13

Supply of drum sheet

50m x 1.70m = 85.00 m2

85/1.20 =70.83No Say= 17 No. No. 71.00 200.00 14200.00

Fitting of Drum Sheet Sqm 85.00 20.00 1700.00

Total 96646.13

Rate per Metre of Piling 1932.92

A) Sub- Total 1932.92


Rate per m= A)+B) 1952.25

14

Supplying empty cement bags in good condition & filling

empty cement bags with earth and placing them in position

including tying or sewing mouth (cost of thread included)

and all incidental charges complete but excluding cost of

sand and gunny bags

Add: (V.p.250,It-97)

Supplying empty cement bags in good condition. Nos. 100 385.00 385.00

Add: (V.p.250,It-96)

Labour for filling empty cement bags with sand and placing

them in position including tying or sewing mouth (cost of

thread included) and all incidental charges complete but

excluding cost of sand and gunny bags. Nos. 100 190.00 190.00

A) Rate per number of bag 5.75

Add: (V.p.181,It-1a))







works).

(a) In ordinary soil.


of borrow pit

earth = 115 m3

of embankment earth

i.e. Cost of 1 m3


of

earth Cum 0.870 36.70 31.91

Add: (V.p.308,It-1A.)

Carriage of Earth over pucca road above upto 1 km Cum 1.00 61.00 61.00

Add: (V.p.302,It-3c))Loading in to trucks at the lifting point, unloading at


directed including carriage by head load up to a lead of 30

m at each of the two points.

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

(c) Sand, Cinder, Lime, Moorum and similar materials.

Rates to be evaluated considering only Loading and

Unloading i.e. 75% of Rs. 58.00Cum 1.00 43.50 43.50

Rate per cum 136.41

B) Cost of earth per bag Cum 0.028 136.41 3.82

C) Sub- Total = A) + B) 9.57

D) Add 1.00% as per "Workers' Welfare Cess Act, 1996) 0.10

Rate per number= C)+D) 9.67


15

Supplying fitting and fixing R.C. guard post 1.37m long

with c.c.1:2:4 with graded stone chips of 13.2mm down

casting , curing complete including cost of providing

4nos.of 12mm dia. rod of length 1.54m as main

reinforcement and 6 nos. of round shaped 8mm dia rods

used as binders; the placing of the first binder should be at

75mm below the top finished surface and the other 5 nos

of binders should be placed at 245mm c/c ; the guard post

is of octagonal section with inscribed circle of dia 24cm at

the base tappering to corresponding dimensions of 16cm

at the top including two coats of painting with best quality

synthetic enamel paint of approved make and grade to

form 6 nos. horizontal alternate bands in white/tanery

yellow and black to 90 cm length standing up above

ground after mending good damages if any during striking

off shuttering, making hole in ground of 47cm depth

and 30cm minimum dia, fixing the guard posts in the

same holes and repacking the earth properly so as to keep

the guard posts standing properly erect in correct position

true to line and length including carriage of R. C. Guard

Post with due care to the site including loading into the

truck and unloading at site complete in all respect.

Each 1.000 944.00 944.00



Rate per number= A)+B) 953.44

Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS


16

Supplying, fitting and fixing rectangular R.C. 200 m

post of size 65cm x 15cm x 10cm with cement concrete

1:2:4 with graded stone chips of 13.2mm down including

cost of providing 2 nos. of inverted U-shaped 6mm dia

M.S. rods of length 1.40m and 5 nos. of 6mm dia M.S.

binders spaced at 100mm C/C and of length 37.5cm each

in correct position true to line and level and providing sunk

inscription with 30cm embedment into the ground after

making hole into the ground of section 10cm more on all

side of post and repacking the hole with 1:4:8 cement

concrete with stone chips with two coat of painting on the

exposed portion of the post with best quality synthetic

enamel paint of approved make and brand of different

shades as directed complete in all respect including

carriage of the post to the site with loading & unloading

and printing of letters and numbers.Each 1.000 399.00 399.00





17


KM post / KM post as

per standard drawing enumerated in IRC: 8-1980 (for type

designs for Highway Kilometre stone) with cement

concrete 1:2:4 with chips of size 26.5mm down in correct

position true to line and level with 60cm embedment into

the ground after making hole into the ground of section

15cm more on all sides of the post and repacking the with

1:4:8 cement concrete with stone chips with two coats of

painting on the exposed portion of the post with best

quality synthetic enamel paint of approved make and

brand of different shades as directed complete in all

respect including carriage of the post to the site with

loading & unloading and printing of letters and numbers.

(a) 5th Kilometer Post: Each 1.000 2591.00 2591.00




Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

(V.p. 289 Item No 3b))

18


KM post / KM post as

per standard drawing enumerated in IRC: 8-1980 (for type

designs for Highway Kilometre stone) with cement

concrete 1:2:4 with chips of size 26.5mm down in correct

position true to line and level with 60cm embedment into

the ground after making hole into the ground of section

15cm more on all sides of the post and repacking the with

1:4:8 cement concrete with stone chips with two coats of

painting on the exposed portion of the post with best

quality synthetic enamel paint of approved make and

brand of different shades as directed complete in all

respect including carriage of the post to the site with

loading & unloading and printing of letters and numbers.

(b) Ordinary Kilometer Post: Each 1.000 2054.00 2054.00



Rate per number= A)+B) 2074.54(V.p. 148 Item No 4) of Schedule of Rates of Public Works (Roads) Department , National Highway Wing

Retro Reflective Traffic Signs

19

Providing and Fixing of Retro-reflectorised cautionary,

mandatory and informatory sign as per IRC:67 made of

high intensity grade sheeting vide clause 801.3, fixed over

aluminium sheeting, 1.5 mm thick supported on a mild

steel angle iron post 75 mm X 75mm x 6 mm firmly fixed

to the ground by means of properly designed foundation

with M15 grade cement concrete 45 cm x 45 cm X 60 cm,

60 cm below ground level as per approved drawing

(Reference to MORT&H's specification 801)

19.1 (ii) 60 cm equilateral triangle Each 1.000 2033.70 2033.70

Add: Cost of Material per number as per chapter A Sl. No. 8.4

Add: Overhead Charges @ 10% % 10 203.37


Add: Contractor's Profit @ 10% % 10 223.71

B) Sub- Total 2460.78

Cost of 1:2:4 cement concrete (Refer Sub-analysis) Cum 0.12 4669.39 560.33

C) Sub- Total 3021.11

B) Add 1.00% as per "Workers' Welfare Cess Act, 1996 on

cost of 1:2:4 cement concrete and Cost of 60 cm

equilateral Triangle

25.94


19.2 (iii) 60 cm circular Each 1.000 2941.60 2941.60









cost of 1:2:4 cement concrete and Cost of 60 cm Circular35.02


Sl


Rate

(Rs)

Amount

(Rs)

RATE ANALYSIS

19.3 (iii) 60 cm X 60 cm square Each 1.000 3492.10 3492.10









cost of 1:2:4 cement concrete and Cost of 60 cm X 60 cm

square

40.52


Sub-Analysis:

(V.p. 222 Item No 32)

Providing and laying Design Mix concrete for reinforced

concrete work in any part of bridge (excluding bottom

plugging) with coarse aggregates of appropriate nominal

size and grading, fine aggregate (sand) conforming to

proper grading zone, both of approved quality and cement,

as necessary, including labour, cost and carriage of all

materials and including preparation of design mix,

approval of the same by the Engineer-in-Charge and cost

for quality control, sampling, testing etc. all complete but

excluding cost of labour and materials for formwork &

reinforcement works.(a) 1:2:4 concrete using concrete mixer. Cum 1 3213.00 3213.00


Cost of 22.4 mm Coarse Aggregates (@ 60% of 0.88m3) Cum 0.528 1693.50 894.17

Cost of 11.2 mm Coarse Aggregates (@ 40% of 0.88 m3) Cum 0.352 1586.50 558.45

Extra Cost of cement 3.77



Direction and Place Identification Signs upto 0.9 sqm Size Board

Providing and ercting direction and place identification

retro-reflectorised sign as per IRC:67 made of high

intensity grade sheeting vide clause 801.3, fixed over

aluminium sheeting, 2 mm thick with area not exceeding

0.9 sqm supported on a mild steel single angle iron post

75 X 75 X 6 mm firmly fixed to the ground by means of

properly designed foundation with M-15 grade cement

concrete 45 X 45 X 60 cm, 60 cm below ground level as

per approved drawing(iii) 60 cm X 60 cm square Each 1.000 8164.70 8164.70









cost of 1:2:4 cement concrete and Cost of 60 cm X 60 cm

square

87.25


20

detailed project report

Documents

andproposed project

road schemebbridge project

paraganasiii project

strengthening of road

district of south

widening strengthening

wb joynagarburorghatmoydah

major rural road