b Estimate & Check List

Carrige Distance of materials Road Name Jogdola to Suowashi

Item Location Distance From Jogdola

Kaliagunj R 14 To Suowashi

Road Code T-08

Bitumen Haldia 579 District Uttar Dinajpur

Uluberia 480 Block Kaliagunj

Steel Kaliagunj 14 Package WB/15/284

Cement Kaliagunj 14 CUPL No 12

Hume Pipe Raigunj 49 TR/LR TR

Length of Road 24894 24.894Built up Area 820Length for Clearing grubbing & ECOP works 24074Length of Drain 820PCC U drain / Drain for conc. Pavement 0Trapezoidal drain 0PCC V shaped drain 820

Railway Area 0

Length considered for WBM & bituminous layers 24040.90Length considered for GSB layer 24040.90Length considered for GSB 2nd layer 24040.90Slab culvert/Bridge culvert approach length 33.10

Causeway length 0.00

Causeway approach/rigid pavement stretch 0.00

Deck slab area 0.00

Slab culvert/Bridge culvert approach area 136.80

Extra widening area 1803.07

New Hard Shoulder 0.00

Concrete pavement 820.00

Intersection 62Rumble Strip 68Guard post 293

600 mm Equilateral Triangle 179

600 mm Circular 239

600 mm Square 81

Direction 103

Protection Work 2740.00

2.0-2.5 bamboo piling 0.00

2.5-3.0 bamboo piling 0.00

4.0 m balla piling 0.00

5.0m balla piling 2740.00

Boulder Sausage/ Pitching 0.00

Structure Maintenance

No. of new pipe culverts 25

No of new Slab culverts 9

No. of new bridges 0

Total no. New structures in proposed road 34

No. of bridges retained 5No. of pipe culverts retained 0No. of slab culverts retained 6

Earth & MaterialsCutting Earth Volume 36.00Filling Earth Volume in enbankment 37341.00After Deduction of cutting Earth for Embankment 37305.00Filling Earth Volume in Subgrade & shoulder 64258.38

Utility Sifting1 Overhead Electrical Transmission Poles 2 Transformer 3 Telephone Poles

Aggregate by Road

STATE WEST BENGAL

DISTRICT UTTAR DINAJPUR

BLOCK KALIAGUNJ

PACKAGE NO WB/15/284CUPL No. 12

JOGDOLA

TO

SUOWASHI

[ T-08 ]

Total Length of Road : 24.894 Km.

Total Cost of Pavement : Rs. 103777380.00

Total Cost of CD Works : #VALUE!

Total Cost of Protection Works : Rs. 6076991.20

Total Cost of Drainage Works : Rs. 1133240.00

Total Cost of Road Furniture Works : Rs. 388870.00

Total Cost of Road Safety Works : Rs. 2865368.00

Others Cost : Rs. 2238126.00

Total Cost of Construction : #VALUE!

Cost of road Construction per km. : #VALUE!Cost Per km (in Lakhs) : #VALUE!

Corporate OfficeWEST BENGAL STATE RURAL 204, Anandapally

Jadavpur, Kolkata-32 DEVELOPMENT AGENCY (WBSRDA)Ph: 033-24738012

H.O UTTAR DINAJPUR DIVISIONNataraj Bhaban, Haripal Mail: [email protected] Hooghly, W.B. 712705 Web: www.bpcipl.com

PRADHAN MANTRI GRAM SADAK YOJANA

FOR

ROAD

Ph : 03212-243965

STATE WEST BENGAL

DISTRICT UTTAR DINAJPUR

BLOCK KALIAGUNJ

PACKAGE NO WB/15/284CUPL No. 12

JOGDOLA

TO

SUOWASHI

[ T-08 ]

Total Length of Road : 24.894 Km.

Total Cost of Pavement : Rs. 103777380.00

Total Cost of CD Works : #VALUE!

Total Cost of Protection Works : Rs. 6076991.20

Total Cost of Drainage Works : Rs. 1133240.00

Total Cost of Road Furniture Works : Rs. 388870.00

Total Cost of Road Safety Works : Rs. 2865368.00

Others Cost : Rs. 2238126.00

Total Cost of Construction : #VALUE!

Cost of road Construction per km. : #VALUE!Cost Per km (in Lakhs) : #VALUE!

Corporate OfficeWEST BENGAL STATE RURAL 204, Anandapally

Jadavpur, Kolkata-32 DEVELOPMENT AGENCY (WBSRDA)Ph: 033-24738012

H.O UTTAR DINAJPUR DIVISIONNataraj Bhaban, Haripal Mail: [email protected] Hooghly, W.B. 712705 Web: www.bpcipl.com


FOR

ROAD

Ph : 03212-243965

Note: Due to non availability of locally available material the cost is in higher side

Proforma - B

Package No.: WB/15/284 State: West Bengal District: Uttar Dinajpur CNCPL No.-

Name of Road

Type o

f Pro

posa

l

No.

of

CD

work

s

From To

1 Kaliagunj T-08

Jogdola

Suow

ash

i

Upgra

dati

on

24

+8

94

1081.65

16.41 34 ###

2740.0

0

60.77 5.97 #VALUE! ###

Pavement 1037.77

Road Safety 28.65

Road Furtinure 3.89

Drainage 11.33

* N - New Connectivity, U - Upgradation

Prepared By: Signature: Technical Scrutiny done by: Signature:

Name: Name:

Designation:

Scrutinized By :

Checked By: Signature: Signature: Coordinator: Signature:

Name: Name: Name:

Designation: Designation:

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)PACKAGE SUMMARY

Sl. No.

Name of the Block

Road Code

Pro

pose

d L

ength

in

km

Cost of Pavement + Road Safety + Road

Furnitures + Drainage works

(Rs. in Lakh)

ECoP Works (Rs. In Lakh)

Cost of CD

works (Rs. in lakh) Le

ngth

of

Pro

tect

ive w

ork

s (m

)

Cost of Protective works (Rs. in lakh)

Cost of DPR

Preparation works (Rs. in lakh)

Total Estimated Cost (Rs.in lakh)

Average Cost per

km in lakh

Proforma C

CHECK LIST FOR P.I.U. & S.T.A. ( For Indvidual Road Works )

To be filled by PIU.

1. Location: State:- West Bengal District:- Uttar Dinajpur Block:- Kaliagunj

2. Package No.: WB/15/284 Road Code: T-08 CUPL No.: 12

3. Name of the Road: Jogdola to Suowashi

4. Length (km): Total 24+894 km In Built up area: 0+820 km In Open area: 24+074 km

5. Estimated Cost Rs : #VALUE! Average Cost : #VALUE!

Item Total Cost in Rs.

Flexible Pavement 101,250,265.05 40.67

Rigid / Cement Concrete Pavement 2,527,114.95 1.02

Others #VALUE! #VALUE!

Total #VALUE! #VALUE!

- Is the road a part of core network

If Yes Through Route/ Link Route No. Through No. T-08 or Link No.

- Population sub served by the proposed road. -

- Total Population served by the proposed road. 11523

RR MDR SH NH

- If the proposal is for up gradation YES / NO

- is the road a part of the core network YES / NO

- is it associated Through Route or Not YES / NO

- PCI value

- Age of the road

YES / NO

YES / NO

In the Built Up Area (m) In the Open Area (m)

a) Carriageway 3.75 3.75

b) Roadway 5.50/6.00 7.50

c) Road Land Width 6.00/5.50 10-12

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)PACKAGE SUMMARY

Cost per Km. Lakhs

6. Type of proposal:- New connectivity / Up gradation

-If the proposed road is a Upgradation connectivity

YES / NO

- Name of the unconnected Target Habitation (s) (to be cross checked with CN-6) Jogdola(WB15070098)-397, Dhekipara Mahesdangi(WB15070100)-300,

Baral(WB15070124)-725, Mustafanagar(WB15070126)-3695, Bashjhara(WB15070161)-315, Kunor(WB15070164)-2500, Kaludanga(WB15070171)-1190, 2+450(WB15070173)-910,

Souwashi(WB15070212)-491, R

- List of unconnected enroute Habitation (s) (to be cross checked 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?)

YES / NO

- 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.

( A ) (B)

- Is it certified that there are no other unconnected Eligible Habitations in the district.

7. a) Whether the Proposed Road has the desired carriage way width,Roadway width and Road Land Width (RLW )

b) Indicates the actual widths of the following for the proposed road

Proforma C

8. Base year traffic volume Month & Year of Traffic Volume Count =

Motorised Traffic Non Motorised TrafficDays

Car

s,Je

ep,

Van

s

Aut

o R

icks

haw

Bus

/ M

inib

us

LCV

Tru

cks

Cyc

les

Ped

estr

ian

15 0 29 0 5 4 4 1 442 16 0 0

19 0 21 0 4 6 3 1 389 13 0 0

21 0 19 0 3 5 6 1 365 19 0 0

Average 18.0 0.0 23.0 0 4 5.0 4 1 399.0 16 0.0 0.0

ADT in the year of Traffic Count = 55

Growth rate adopted (%) = 6 Base Year Traffic AADT (T) = 69Design Life = 10 Years

Number of Harvesting Seasons = 2

No. of Days in Each Harvesting Season (t) = 80

Value of (n) assumed = 1 Cumulative ESAL = 72664.38

Traffic Category = T3

9 Subgrade CBR ( for Different Sections ) = Chainage 3 + 490 L/S 4 + 995 L/S 5 + 485 R/S 8 + 670 L/S 19 + 860 R/S 20 + 460 L/S

CBR % 4.14 4.05 3.96 4.20 4.05 4.32 3.87 4.14 3.78 4.05

Chainage 23+ 495 R/S

CBR % 3.87 4.08 4.14 4.41 4.05 4.14

Cost Rs. Cost /km (Rs)

A. General Costs

Cost of Preparation of DPR 597,456.00 24,000.00

B. Pavement Components

Description of layer Thickness in mm Quantity Cost Rs. Cost/ km (Rs)

Earth Work - in Excavation/ Cutting Varies 36.00 2,154.24 86.54

Earthwork- in Filling (Embankment + Soil Subgrade & shoulder)Varies 101600.00 12,418,181.23 498,842.34

- -

Granular Sub base (Grade III) 175 14327.857 16,692,620.12 670,547.93

- -

Soil + Aggregate Mix - -

WBM Gr -I I 75 6906.993 16,355,345.89 656,999.51

WBM Gr -I I I 75 6906.993 16,714,854.90 671,441.11

C.Bituminous Layers

Prime Coat 92090.245 3,214,975.18 129,146.59

Tack Coat 92093.245 932,904.57 37,475.08

OGPC 20 92093.245 13,684,135.27 549,696.12

Seal Coat (Type B) 92093.245 4,397,452.45 176,647.08

M P M / B B M - -

Surface Dressing - -

D. Cement Concrete Road

Cement Concrete Pavement (Grade M30 ) 180 553.500 2,527,114.95 101,515.02

Sco

oter

s/M

otor

bike

s

Tra

ctor

s w

ith

trai

ler

Tra

ctor

with

out

trai

ler

Cyc

le R

icks

haw

/ H

and

Car

t

Hor

se c

art /

B

ullo

ck C

art

Day 1 (6.11.2012

)Day 2

(7.11.2012)Day 3

(8.11.2012)

0 + 250 L/S

2 + 850 R/S

4 + 510 R/S

14 + 485 R/S

20 + 995 R/S

21 + 520 L/S

21 + 980 R/S

22 + 450 L/S

22 + 990 R/S

10. Cost Details

Shoulders (If not considered in the Earthwork)

Proforma C

E: C D WorksNo. of Existing CD Works 38 Nos

YES ( all are replaced)

If yes, their Number and Cost of improvement -

Cost in Rs.

Agricultural Conduit 8 No. (1 x 0.350 m) 135,840.00

Pipe Culvert 17 No. (1 x 1000 mm) 3,487,890.00

Slab Culvert 1 No. (1 x 1.5 m) 430,784.00

Slab Culvert 6 No. (1 x 2 m) 2,685,732.00

Slab Culvert 1 No. (1 x 3 m) 539,585.00

Slab Culvert 1 No. (1 x 4 m) 1,099,186.00

Slab Culvert

Bridge #VALUE!

Bridge #VALUE!

Total Cost of Proposed CD works #VALUE! #VALUE!

Cost in Rs Cost /Km (Rs)

2740.00 m (5m UC Ballah piling & Bamboo piling) 6,076,991.20 244,114.69

G. Pucca Side Drains (if Provided) 1,133,240.00 45,522.62

388,870.00 15,621.03

I. Any other Provisions (Please Specify)

(i) Cost of Clearing & Grubing 114,812.28 4,612.05 (ii) Dismantling Cost 30,208.57 1,213.49 (iii) ECoP Works 1,640,670.00 65,906.24 (iv) Road Safety Works 2,865,368.00 115,102.76

Total Cost of the Project (Rs) #VALUE! #VALUE!

J. Utility Cost 6957000

K. Five Year Routine Maintenance

Year Cost in lakhs % Cost Cost /km

I 7.30 #VALUE! 29,305.46II 8.47 #VALUE! 34,007.54III 21.83 #VALUE! 87,681.08IV 27.06 #VALUE! 108,707.07V 32.30 #VALUE! 129,733.06

Total Maintenance Cost 96.95 #VALUE! 389,434.20

Yes

Yes

Yes

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

Material Source Lead (km) Material Source Lead (km)

Earth Local 50m /1km Cement Kaliagunj 14Moorum Emulsion Uluberia 480

Aggregate 14 Bitumen Haldia 579

Sand Local - Steel Kaliagunj 14

Certified that information provided is true

Prepared By (A.E) Checked By (E.E) Scrutinized By (S.E)

Counter Signatures of

Do they require any improvement- specify the nature of improvement proposed

Location - Chainage (Similar Type of CD's may be grouped together)

Type of CD & their Nos

Total Length of Bridge/ Culvert

F. Protection works

H. Road Logo, other Road Furniture

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

12.Whether C.D.works / Protection works are provided as per RRM / Latest Circulars of NRRDA/ Respective Codes.

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

Kaliagunj Railway Yard

Proforma C

Co-ordinator STA :

To be filled by State Technical Agency

Name of the STA: Jalpaiguri Government Engineering College

Name of Road : Jogdola to Suowashi

15 Is the Proposed Road entered on the OMMS : Yes/ No

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

16 If the Proposal is for new connectivity

Have you satisfied yourself that the proposed road is a part of Core NetworkYes / No

Is the unconnected habitation (s) part of list of unconnected Habitations as per CN-6Yes / No

Does the Proposal ensure full connectivity to Target Habitation

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

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

17 Are you satisfied with the following Engineering Surveys (L section, X section must be verified) Yes / No

( CBR, Density, LL, PI, Gradation to be verified) Yes / NoTraffic Surveys / Estimation Yes / No

Hydraulic Studies. Yes / No

18

Yes / No

19

Yes / No

( If not , specific Reasons given by PIU)

20

Alignment & Geometrics Yes / No

Location and type of CD works and Yes / No

Side drains Yes / No

Integration for Cross and longitudinal Drainage Yes / No

Protection Works Yes / No

21Yes / No

22 Yes / No

23 Does the proposal have provisions for PMGSY Logo Sign Boards and Information Board

Km/Hm Stones Yes / No

Guard Stones (where necessary ) Yes / No

Traffic Sign Boards (as necessary) Yes / No

24 Secific Remarks, if any, by STA

( Specific remarks of STA about the overall project are necessary on each DPR)

Co-ordinator STA:

Signature Signature

Name Name

Soil/ Material Investigation

( 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 )

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

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:

Is the design of flexible Pavement as per IRC SP: 72- 2007 and design of Rigid Pavement as per IRC SP:62- 2004 .

Does the Estimation Conform to Standard Rate Analysis and SSR generated for the current Phase

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.

Technical Scrutiny at STA done by:

Date Date

Annexure 7.3

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

Format for Consolidated Report of the STA

On the Project Proposals under PMGSY

1 State: Phase: Year:

2 Names of the Members of the STA involved in the Technically Scrutiny.

3 Whether Pre-DPR meeting was held with SRRDA and DPIUs:

4

5 Whether schedule for scrutiny was fixed in advance (give details) and difficulty in adhering to schedule:

6 Actual scrutiny process and time taken for scrutiny (Please indicate the dates):

7 Interaction of the Engineers of the Executing Agencies with the STAs:

8 Major deficiencies observed during scrutiny with details:

9 Reliability of data obtained through investigations and used in the design/ estimation

10

11

12 If DPRs outsourced perceived level of competence of outsourced consultants and suggestions.

13

Summary of The Project Proposals scrutinized indicating district wise details of length and cost. The summary includes the No. of Packages and total value.:

Compliance of the provisions / instructions given in the guidelines / circulars / operation manual / IRC codes etc. in the preparation of DPRs including Environmental/ RR/ Road Safety aspects:

Levels of response from the Senior Engineers of the Executing Agencies for the suggestions given by the STAs for revision / modifications in the DPRs.

Overall comments and impressions of the STAs if any on the process of the preparation of DPRs and their technical scrutiny.

Signature and Name of the Coordinattor STA

FORMAT F - 1

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)SUMMARY SHEET

Road Name : Jogdola to Suowashi Package No: WB/15/284Block.: Kaliagunj

Name of Block Code

Unconnected Habitations

> 1000 500 - 999250 - 499

< 250 Total Eligible HabitationsTotal Eligibility

Kaliagunj T-08 10 5 2 23 - - 10

Type of Proposal No. of Roads

Estimated Cost

Total [5 + 6]

1 2 3 4 5 6 7 8

1 24+894 34 1,037.77 #VALUE! #VALUE! 10

Total No. of Habitations

Total length of Roads (km+m)

No. of CD Structures

No. of Unconnected Habitations Connected / Connected Habitations

Benefied

Pavement from Format F-5 (Rs in lakh)

CD Structure from Format F-2B(Rs in lakh)

Upgradation (Through Road)

FORMAT F - 2A

PRADHAN MANTRI GRAM SADAK YOJONA (PMGSY)ROADS PROPOSED IN PMGSY FOR RURAL CONNECTIVITY (PAVEMENT LAYERS)

District: Uttar Dinajpur Block: Kaliagunj Package: WB/15/284 CUPL No.: 12

Sl.

No

.

Na

me

of

Blo

ck

Fa

cilit

y a

cce

sse

d

Ro

ad

Le

ng

th (

km)

Exi

stin

g S

urf

ace

Typ

e

Details of Thickness & Cost for Pavement Layers (Rs in lakhs)

Details

Cle

arin

g &

Gru

bb

ing

Dis

ma

ntli

ng

Ea

rth

wo

rk

Su

b-b

ase

GS

B G

r II

I

WB

M G

rad

e 2

WB

M G

rad

e 3

Prim

er

& T

ack

Co

at

P.C

Se

al C

oa

t (T

ype

B)

Ro

ad

Fu

rnitu

re

Ro

ad

Sa

fety

EC

oP

From To N A U

1

Ka

liag

un

j

Jog

do

la

Su

ow

ash

i

U D

24

+8

94

Thickness (mm) 175 75 75 20 180

Cost (Rs) in lacs

1.1

5

0.3

0

12

4.2

0

16

6.9

3

16

3.5

5

16

7.1

5

41

.48

13

6.8

4

43

.97

25

.27

0.0

0

3.8

9

28

.65

16

.41

91

9.8

0

Facility Access Code:

Na

me

of

Ha

bita

tion

s C

on

ne

cte

d /

Be

ne

fied

Ne

w C

on

stru

ctio

n (

N)

/ A

sso

cia

ted

Th

rou

gh

R

ou

te (

A)

/ U

pg

rad

atio

n

(U)

Ce

me

nt

Co

ncr

ete

P

ave

me

nt

(M-3

0)

Ha

rd S

ho

uld

er

(2 la

yer

BF

S)

To

tal C

ost

fo

r P

ave

me

nt

(Rs.

La

kh)

Ma

inly

Ea

rth

en

Tra

ck

Typ

e

A' for MarketB' for Educational FacilitiesC' for Health CentreD' for Combination of any of the above

FORMAT F - 2B


CROSS DRAINAGE STRUCTURES

District: Uttar Dinajpur Block: Kaliagunj CUPL No.: 12 Package: WB/15/284(Rs. In lakh)

Sl.

No.

Nam

e of

Blo

ck

Blo

ck C

ode

Nam

e of

Roa

d

Roa

d Le

ngth

(km

+m

)

Existing CD Structure by Type Details of Proposed CD Structure by Type

Cos

t of D

PR

pre

para

tion

To

tal C

ost

of

Ro

ad

Bridge Slab Culvert Bridge Slab Culvert

No. No. Dia. (mm) No. No. No. Dia. (m) No. Dia. (m) No. No.

1 2 3 4 5 6 7 8 9 10 11 14 15 16 17 18 19 20 21 22 23 25 26

1

Kal

iagu

nj

T-0

8

Jogd

ola

to S

uow

ashi

11

11,5

23

24+

894

1 21.509 9 1x600 1 3.483 17 1x1.000

#VA

LU

E!

60.7

7

11.3

3

919.

80

5.97

#VA

LU

E!

1 29.113 1 2x600 1 2.037 1 1.5 m

1 7.748 3 1x900 1 1.753 6 2.0 m

1 21.425 1 4x1000 1 2.889 8 1x0.300 1 3.0 m

1 21.509 1 2x1200 1 1.928 1 4.0 m

1 29.113 1 1X1000 1 1.233

1 7.748 1 1.250

1 21.425 1 2.120

1 1.753

1 2.889

1 1.928

1 1.233

1 1.250

1 2.120

Total 8 16 14 0 17 8 0 9

Hab

itatio

ns C

onne

cted

/ B

enef

ied

Pop

ulat

ion

(Ser

ved

+ S

ub-s

erve

d)

Cos

t of P

rote

ctiv

e W

orks

(f

rom

For

mat

F-6

)

Cos

t of D

rain

age

wor

ks

(fro

m F

orm

at F

-6)

Tot

al C

ost o

f Pav

emen

t (f

rom

For

mat

F-6

)

Hume Pipe Culvert

Agricultural Conduit

Hume Pipe Culvert

Agricultural Conduit

Tot

al C

ost o

f pro

pose

d C

D S

truc

ture

Length (m)

Length (m)

Dia. (mm)

Length (m)

Length (m)

FORMAT F - 2B

Assistant Engineer Executive Engineer

FORMAT: F5

District: Uttar Dinajpur

Block: Kaliagunj

Road Name: Jogdola to Suowashi

Length (km+m): 24+894

Package No.: WB/15/284

SUMMARY OF COST ESTIMATE

BILL DESCRIPTION AMOUNT (Rs.)

1.PAVEMENT WORKS 103,777,380.00

2. ROAD SAFETY WORKS 2,865,368.00

3. ECoP WORKS 1,640,670.00

4. ROAD FURNITURE WORKS 388,870.00

5. CROSS DRAINAGE WORKS #VALUE!

6. DRAINAGE 1,133,240.00

7. PROTECTIVE WORKS 6,076,991.20

8. ROUTINE MAINTENANCE WORKS 9,694,575.00

9.Utility Cost 6,957,000.00

597,456.00

A. GRAND TOTAL (INCLUDING MAINTENANCE #VALUE!

B. GRAND TOTAL (EXCLUDING MAINTENANCE) #VALUE!

C. Cost Per km (Excluding Maintenance) #VALUE!

D. Cost Per km (in Lakhs) #VALUE!

10. COST OF DPR PREPARATION (@ Rs. 24,000/- per km including PCI &Survey)

FORMAT: F6PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

District Uttar DinajpurBlock KaliagunjRoad Jogdola to Suowashi Package No: WB/15/284

Sl

No

.

Brief Description of Item No.

Measurements

Unit Quantity Rate (Rs) Amount (Rs)L (m) B (m) D (m)

1

201 Clearing and grubbing road land

24074.0 8.0 Ha 4.815 23845.70 114,812.28

2 202

Dismantling Work in existing Culverts

i) PCC cu.m 6.63 206.90 1,372.26ii) RCC in Superstructure cu.m 3.79 555.50 2105.35

2 202

Removal of Hume Pipes

i) Upto 600 mm dia m 0.00 82.72 0.00ii) 600mm - 900mm dia m 156.00 112.26 17512.56iii) Above 900mm dia m 48.00 192.05 9218.40

3

302 Excavation in cutting in soil by manual means with lead upto 50m

cum 36.00 59.84 2,154.24

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKSR

efer

ence

to

MO

RD

S

pec

.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201 of specification of rural roads.(25 % of area excluding drainage area)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of specification of Rural Roads.

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3



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4

301 Construction of Embankment with Materials Obtained from Roadway Cutting

cum 36.00 47.52 1,710.72

5

301

& 3

03 Construction of Embankment / Shoulder with Materials obtained from Borrow pits.

cum 27979.000 115.34 3,227,097.86

cum 9326.000 141.70 1,321,494.20

cum 48194.000 115.95 5,588,094.30

cum 16065.000 141.91 2,279,784.15

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundations of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 of specification of rural roads.

Construction of embankment, Sub-grade, shoulder, etc. With approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller with layer of soil up to 30cm below the sub grade level at OMC to meet 97% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2

Including cost of proper arrangement for stripping off the grass sods, weeds, quality control, sacrificing existing ground and original ground up to the depth of 150mm and rolling the existing ground as per specification and direction of the Engineer-in-Charge including all taxes, royalties, cess, etc., including cost of carriage by head load/truck, loading and unloading when and where necessary, lighting, guarding, and barricading protecting etc.

i) For embankment work with a lead up to 50m at OMC to meet 97% SPD

ii) For embankment work with a lead up to 1000m at OMC to meet 97% SPD

iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD

iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD



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6

408 Construction of GSB

1 24040.90 4.05 0.075 cum 6996.252

1 24040.90 3.75 0.075 cum 6761.503

1 820.00 3.75 0.075 cum 230.625

Total cum 13988.380

slab culvert / bridge approaches 1 136.80 0.175 cum 23.940

Extra widening at curve 1 1803.07 0.175 cum 315.537

Hard shoulder 0 2137.00 0.875 0.150 0.000

Total quantity 14327.857 1152.50 16,512,855.62

cum 2740.3125 65.6 179,764.50

Total quantity 16,692,620.12

7

405 Water Bound Macadam Base ; WBM Grading 2

WBM Grading 2 for base course

On proposed carriageway 1 24040.90 3.75 0.075 cum 6761.503

slab culvert / bridge approaches 136.80 0.075 cum 10.260

Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, lighting, guarding, barricading etc. complete as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads

On proposed carriageway in 1 st layer of GSB

On proposed carriageway in 2 nd layer of GSB

On proposed carriageway below concrete pavement

Construction of granular sub base by providing well graded material, sprading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotovator and compaction with three wheel 80-100 KN Static roller capasity to achieve the desired density as per specification contained in clause 401 of Specification of Rural Roads, MORD, GSB-Grade-3 materials Except material and carriage

Providing, laying, spreading and compacting pakur stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding materials to fill up the interstices of coarse aggregate, watering & compaction to the required density grading 2 as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete



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7

405

Extra widening at curve 1803.07 0.075 cum 135.230Total quantity 6906.993 2367.94 16,355,345.89



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8

405 Water Bound Macadam Base ; WBM Grading 3

WBM Grading 3 for base courseOn proposed carriageway 1 24040.90 3.75 0.075 cum 6761.503

slab culvert / bridge approaches 136.80 0.075 cum 10.260

Extra widening at curve 1803.07 0.075 cum 135.230

Total quantity 6906.993 2419.99 16,714,854.90

9

502 Prime coat

1 24040.90 3.75 sqm 90153.375

136.80 sqm 136.80

1803.07 sqm 1803.07

Total quantity 92093.25 34.91 3,214,975.18

Providing, laying, spreading and compacting pakur stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding materials to fill up the interstices of coarse aggregate, watering & compaction to the required density grading 3 as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc. complete.

On proposed carriageway (Refer Annexure 3))

slab culvert / bridge approaches (Refer Annexure 3)

Extra widening at curve (Refer Annexure 3)



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10

503 Tack coat

On proposed carriageway 1 24040.90 3.75 sqm 90153.375

slab culvert / bridge approaches 136.80 sqm 136.80

Extra widening at curve 1803.07 sqm 1803.07

Total quantity 92093.25 10.13 932,904.57

11

508.

2 20 mm thick Open-graded Premix carpet using 60/70 penetration grade Bitumen binder




Total quantity 92093.25 148.59 13,684,135.27

12

510 Seal Coat (Type B)




Total quantity 92093.25 47.75 4,397,452.45

Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads including lighting, guarding, barricading etc. complete.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per technical specification Clause 508 of specification of rural roads including lighting, guarding, barricading etc. complete.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType B as per technical specification Clause 510 of specification of rural roads.



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13 Cement Concrete Pavement

1 820.00 3.75 0.180 cum 553.500 4565.70 2,527,114.95

TOTAL COST FOR PAVEMENT WORKS 103,777,380.00

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawings), spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing

compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.



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1

10.1

8 Rumble strips

68 4.25 3.75 sqm 1083.750 79.73 86,407.39

2

New

Item Guard Post

293 nos. 293 1022.12 299,481.16

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROAD SAFETY WORKSR

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Providing Rumble strips covered with premix bituminous carpet 20 mm high at center followed by Type-B seal coat, 250 mm wide each and placed 1 m center to center at approved locations to control speed, marked with 30 cm wide white strips of road marking and placed 60 cm center to center along the alignment(one spot per km, 5 nos. @ 1 m c/c in one spot)

Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly

erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.



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3

1700

, 800

& 3

00 Traffic Signs

a) 600 mm Equilateral Triangle 179 no. 179 1,435.56 256,965.24

b) 600 mm Circular 239 no. 239 1,532.57 366,284.23

c) 600 mm Square 81 no. 81 1,591.35 128,899.35

4

103 no. 103 2,284.55 235,308.65

Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads.

Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701 of specification of rural road including loading into the truck and unloading at site complete in all respects.



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5 Providing Intersection Improvement

a) 62 10.00 3.00 0.175 cum 325.500 1152.50 375,138.75

b) 62 10.00 3.00 0.075 cum 139.500 2367.94 330,327.63

c) 62 10.00 3.00 0.075 cum 139.500 2419.99 337,588.61

d) 62 10.00 3.00 sqm 1860.000 34.91 64,932.60

e) 62 10.00 3.00 sqm 1860.000 10.13 18,841.80

Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc. complete

Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads including lighting, guarding, barricading etc. complete



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f) 62 10.00 3.00 sqm 1860.000 148.59 276,377.40

g) 62 10.00 3.00 sqm 1860.000 47.75 88,815.00

TOTAL COST FOR ROAD SAFETY WORK 2,865,368.00

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per technical specification Clause 508 of specification of rural roads including lighting, guarding, barricading etc. complete

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification Clause 510 of specification of rural roads


District Uttar DinajpurBlock Kaliagunj Package No: WB/15/284Road Jogdola to Suowashi

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Measurements

Unit Quantity Amount (Rs)L (m) B (m) D (m)

1

309 Turfing with sods

On shoulder 2 24074.0 1.125 sqm 54166.500

2 24074.0 2.236 sqm 107658.928

Total sqm 161825.428

sqm 97095.257

55 % area for turfing sqm 53402.391 10.96 585,290.21

2

310 Seeding and Mulching

14564.290 sqm 14564.290 49.89 726,612.43

3

302 Stripping, Storing, & Relaying Top Soil from Right-of-Way

14564.290 0.15 cum 2184.644 85.60 187,005.48

4

302 Stripping, Storing, & Relaying Top Soil from Borrow Areas in Agriculture Fields:

14564.290 0.15 cum 2184.644 64.89 141,761.52

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ECoP WORKSR

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Rate (Rs)

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per Technical specification Clause 309 of MORD

On embankment slopes (Taking avg 1 m emb ht & length of stretch excluding drainage area )

60% of this area is utilised for all ECoP items

Preparation of seed bed on previously laid top soil furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm and laying and fixing jute netting, including watering for three month all as per technical specification clause 310 of specification of rural road.(15 % of utilised area)

Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by roar side at 15m interval and reapplication on embankment slopes, cut slopes and the other area in the location where the available embankment material is notconducive to plant growth as per technical specification clause 302.3.2 of specification of rural road.(15 % of utilised area)

Stripping of top soil from borrow areas located in agricultural fieldes, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer / land owner as per technical specification clause 302.3.2 of specification of rural road.(15 % of utilised area)

TOTAL COST FOR ECoP WORKS 1,640,670.00


District Uttar DinajpurBlock Kaliagunj Package No: WB/15/284

Road Jogdola to Suowashi

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Measurements

Unit Rate (Rs) Amount (Rs)L (m) B (m) D (m)

1

New

Ite

m PMGSY Informatory Sign Board with Logo

1 no. 1 5762.32 5,762.32

0 no. 0 6222.88 0.00

COST ESTIMATE FOR ROAD CONSTRUCTION: ROAD FURNITURE WORKSR

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Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.

(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)

(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)




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2

1700 Logo of PMGSY Project

0 nos. 0 7509.74 0.00

Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.




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3

New

Ite

m 1 “Citizen’s information Board”

0 nos. 0 10486.95 0.00

4

0 0 2401.99 0.00

5

25 nos. 25 1462.52 36,563.00

Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.

Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.

Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.




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6

125 nos. 125 409.33 51,166.25

Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.




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7

498 nos. 498 593.13 295,378.74

TOTAL COST FOR ROAD FURNITURE WORKS 388,870.00

Boundary Pilar : Reinforced cement concrete M 15 grade Boundary pillars / local stone of standard design as per IRC : 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 of Rural roads.


District Uttar DinajpurBlock KaliagunjRoad Jogdola to Suowashi

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Brief Description of Item Work Nos.

Measurements

Unit Quantity Rate AmountL (m) B (m) H/D (m)

1.0 Providing and Laying RCC pipe NP3 m 10.00 1,303.95 13,040.00

A. 300 mm dia (As Conduit)

Total (Rs.) 13,040.00

TOTAL COST OF 0 NOS CONDUITS (Rs.) 0.00

COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 x 300mm AGRICULTURAL CONDUITR

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PCC DRAIN IN CONCRETE PAVEMENT STRETCHES

1

307

2 1.00 0.900 0.600 cum 1.080 127.61 137.82

22 1.00 1.100 0.150 cum 0.330 3,769.02 1,243.78

TOTAL COST FOR 1 M LENGTH OF DRAIN 1,382.00

Total length of Drain (m) 820.00

TOTAL COST FOR DRAIN IN CONCRETE PAVEMENT STRETCHES 1,133,240.00

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: DRAINAGE WORKS [PCC DRAIN]R

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Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specifications Clause 305.1 including setting out construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.

Providing (M - 15) for plain concrete complete as per drawing and technical specification.



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a) Eucallyptus Ballah Piling

` 0

m 1918.00 2744.20 5,263,375.60

Total Cost for A 5,263,375.60B) Bamboo Piling

2

Cha

pter

14,

New

Item

9

1 m 822.00 989.80 813,615.60

Total Cost for B 813,615.60

TOTAL COST FOR PROTECTION WORK 6,076,991.20

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PROTECTIVE WORKSR

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Supplying, driving, fitting and fixing of Eucallyptus Bullahs by monkey in all types of soil, driven about two third below ground including driving of tie post and fixing with half piece tie bar and runners and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles including coal tarring, supplying and filling of earth filled cement bags of the same as per drawing and direction complete.

i) 150 mm dia. 5.0m long bullah

Close bamboo piling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre, 3 nos. of half split bamboo runner of same dia. fitted and fixed with nails etc. compl. c) With bamboos of length between 2.50m to 3.00m each



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Measurements


1.0 Providing and Laying RCC pipe NP3 m 10.00 1,697.95 16,980.00

A. 300 mm dia (As Conduit)

Total (Rs.) 16,980.00

TOTAL COST OF 8 NOS CONDUITS (Rs.) 135,840.00

COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 x 300mm AGRICULTURAL CONDUITR

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Measurements


1

300/

11.1 cum 42.47 127.61 5,419.60

2

800

& 1

109 cum 2.27 3,877.35 8,801.58

PCC Grade M-10 Normal 1:3:6

3

1105

(i) cum 8.12 3,769.02 30,604.44

4

600

& 1

202 cum 22.82 3,986.48 90,971.47

PCC Grade M-15 Nominal

5

1106 m 10.00 4,856.92 48,569.20

COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 x 1000mm DIA PIPE CULVERTR

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Earthwork excavation upto 3.0 m depth in

ordinary soil for structures as per drawing

and Technical Specifications Clause

305.1 including setting out construction of

shorting and bracing, removal of stumps

and other deleterious materials and

disposal upto a lead of 50 m, dressing of

sides and bottom and backfilling in

trenches with excavated suitable material

including pumping out water, lighting,

barricading, protecting etc. complete as

per Technical Specification of Rural

Roads.

Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203

Laying (Type A) concrete cradle bedding with M15 grade cement concrete as per Clause 1105 (i)

Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete.

Providing and laying reiforcemented

cement concrete Pipe NP-3 1000mm dia

for culverts on first class bedding of

granular material in single row including

fixing collar wirh cement morter 1:2 but

excluding excavation, protection works,

back filling, concrete and masonry works

in head wall and parapets including

pumping out water, lighting, barricading,

protecting etc complete as per vide

clause 1106 of Specification of Rural

Roads, MORD.

1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 8.42 1,547.86 13,032.98

7

1302

& 1

4.5 cum 4.30 1,807.06 7,770.36

Total (Rs.) 205,170.00

TOTAL COST OF 17 NOS CULVERTS (Rs.) 3,487,890.00

Providing and Laying Boulder Apron for

bed protection with stone boulder of

minimum size and weight as per Table

1300.1, no fragment weighing less than

25 Kg laid dry complete as per Drawing

and Technical Specifications clause 1301

of specification of Rural Roads

Providing and Laying Pitching on Slopes

layed over prepared filter media as per

Drawing and Technical Specification

Clause 1302 of Specification of MORD



Sl.

No

.


Measurements


1

300/

11.1 cum 98.52 127.61 12,572.14

2

800

& 1

109 cum 3.44 3,877.35 13,338.08


3

1105

(i) cum 13.11 3,769.02 49,411.85

4

600

& 1

202 cum 35.16 3,986.48 140,164.64


5

1106 m 21.40 4,960.67 106,158.41


efer

ence

to

M

OR

D S

pec

.







disposal upto










back filling, concre

1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 9.83 1,547.86 15,215.46

7

1302

& 1

4.5 cum 6.45 1,807.06 11,655.54

Total (Rs.) 348,516.00

TOTAL COST OF 0 NOS CULVERTS (Rs.) 0.00







of specification of Rur







Sl.

No

.


Measurements


1

300/

11.1 cum 128.74 127.61 16,428.51

2

800

& 1

109 cum 4.16 3,877.35 16,129.78


3

1105

(i) cum 24.70 3,769.02 93,094.79

4

600

& 1

202 cum 39.12 3,986.48 155,951.10


5

1106 m 32.10 5,220.30 167,571.74


efer

ence

to

M

OR

D S

pec

.







disposal upto











1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 12.97 1,547.86 20,075.74

7

1302

& 1

4.5 cum 8.60 1,807.06 15,540.72

Total (Rs.) 484,792.00















Sl.

No

.


Measurements


1

300/

11.1 cum 158.39 127.61 20,212.15

2

800

& 1

109 cum 4.89 3,877.35 18,960.24


3

1105

(i) cum 24.20 3,769.02 91,210.28

4

600

& 1

202 cum 45.27 3,986.48 180,467.95


5

1106 m 42.80 5,932.43 253,908.06


efer

ence

to

M

OR

D S

pec

.







disposal upto











1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 15.31 1,547.86 23,697.74

7

1302

& 1

4.5 cum 10.75 1,807.06 19,425.90

Total (Rs.) 607,882.00















Sl.

No

.


Measurements


1

300/

11.1 cum 187.81 127.61 23,966.43

2

800

& 1

109 cum 5.62 3,877.35 21,790.71


3

1105

(i) cum 30.48 3,769.02 114,879.73

4

600

& 1

202 cum 51.13 3,986.48 203,828.72


5

1106 m 53.50 8,073.27 431,919.74


efer

ence

to

M

OR

D S

pec

.







disposal upto











1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 17.64 1,547.86 27,304.25

7

1302

& 1

4.5 cum 12.90 1,807.06 23,311.07

Total (Rs.) 847,001.00















Sl.

No

.


Measurements


1

300/

11.1 cum 216.21 127.61 27,590.56

2

800

& 1

109 cum 6.34 3,877.35 24,582.40


3

1105

(i) cum 36.75 3,769.02 138,511.49

4

600

& 1

202 cum 56.80 3,986.48 226,432.06


5

1106 m 64.20 14,834.25 952,359.10


efer

ence

to

M

OR

D S

pec

.







disposal upto











1000 mm Diameter



Sl.

No

.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1301

& 1

4.1 cum 19.09 1,547.86 29,548.65

7

1302

& 1

4.5 cum 15.05 1,807.06 27,196.25

Total (Rs.) 1,426,221.00















Sl N

o.


Measurements


1

300/

11.1

cum 81.92 127.61 10,453.81

2

1204

cum 31.14 83.73 2,607.35

3 cum 10.24 3,877.35 39,704.06

PCC Grade M-10 Nominal 1:3:6

4

600

& 1

202

cum 51.52 3,769.02 194,179.91


5

600

& 1

202

cum 27.87 3,986.48 111,103.20


6

800

& 1

200/

11.4

cum 8.25 5,382.80 44,408.10

RCC Grade M-25 Design Mix

COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1.5 m SLAB CULVERT

Ref

eren

ce t

o

MO

RD

Sp

ec.


Backfilling behind abutment, wing wall, return wall as per technical specification clause 1204.3.8

802,

803

, 120

2 &

12

03/1

1.4


Providing concrete plain / reinforced concrete in open foundations including cost of form work and where necessary, curing complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of Specification of Rural Roads.


Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete



Sl N

o.


Measurements



Ref

eren

ce t

o

MO

RD

Sp

ec.

7

1000

MT 0.458 58,477.08 26,782.50

8

1000

nos. 15 103.02 1,545.30

Total (Rs.) 430,784.00

TOTAL COST OF 1 NOS CULVERTS (Rs.) 430,784.00

Supplying, Fitting and Placing HYSD Bar Reinforcement in Substructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads

Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw



Sl

No

.


Measurements


1

300/

11.1

cum 82.12 127.61 10,479.33

2

1204

cum 31.68 83.73 2,652.57

3 cum 10.27 3,877.35 39,820.38


4

600

& 1

202

cum 51.69 3,769.02 194,820.64


5

600

& 1

202

cum 28.21 3,986.48 112,458.60


6

800

& 1

200/

11.4

cum 9.66 5,382.80 51,997.85



Re

fere

nce

to

M

OR

D S

pec

.



802,

803

, 120

2 &

12

03/1

1.4







Sl

No

.


Measurements



Re

fere

nce

to

M

OR

D S

pec

.

7

1000

MT 0.570 58,477.08 33,331.94

8

1000

nos. 20 103.02 2,060.40

Total (Rs.) 447,622.00






Sl N

o.


Measurements


1

300/

11.1

cum 92.80 127.61 11,842.21

2

1204

cum 40.95 83.73 3,428.74

3 cum 11.60 3,877.35 44,977.26


4

600

& 1

202

cum 58.91 3,769.02 222,032.97


5

600

& 1

202

cum 32.53 3,986.48 129,680.19


6

800

& 1

200/

11.4

cum 15.42 5,382.80 83,002.78


COST ESTIMATE FOR CROSS DRAINAGE WORKS: 3 m SLAB CULVERT

Ref

eren

ce t

o

MO

RD

Sp

ec.



802,

803

, 120

2 &

12

03/1

1.4







Sl N

o.


Measurements


COST ESTIMATE FOR CROSS DRAINAGE WORKS: 3 m SLAB CULVERT

Ref

eren

ce t

o

MO

RD

Sp

ec.

7

1000

MT 0.719 58,477.08 42,045.02

8

1000

nos. 25 103.02 2,575.50

Total (Rs.) 539,585.00

TOTAL COST OF 1 NOS CULVERTS (Rs.) 539,585.00




District MaldaBlock Ratua IRoad Bhramarpur - Talparapur Package No: WB/15/284

Sl N

o.


Measurements


1

300/

11.1

cum 141.73 127.61 18,086.17

2

1204

cum 86.64 83.73 7,254.37

3 cum 17.72 3,877.35 68,706.64


4

600

& 1

202

cum 99.36 3,769.02 374,489.83


5

600

& 1

202

cum 121.01 3,986.48 482,403.94


6

800

& 1

200/

11.4

cum 17.68 5,382.80 95,167.90



Ref

eren

ce t

o

MO

RD

Sp

ec.



802,

803

, 120

2 &

12

03/1

1.4






District MaldaBlock Ratua IRoad Bhramarpur - Talparapur Package No: WB/15/284

Sl N

o.


Measurements



Ref

eren

ce t

o

MO

RD

Sp

ec.

7

1000

MT 0.846 58,477.08 49,471.61

8

1000

nos. 35 103.02 3,605.70

Total (Rs.) 1,099,186.00


Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads

Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing


District Uttar Dinajpur

Block Kaliagunj Package No: WB/15/284


Sl N

o.

Brief Description of Item

1 st year 2 nd year 3 rd year 4 th year 5 th year

1

1902

260,516.49 312,619.79 364,723.08 416,826.38 468,929.68

2

1903

232,214.29 278,657.31 325,100.13 371,542.95 417,985.77

92,535.65 111,042.84 129,549.95 148,057.07 166,564.18

3

502,

503,

504

& 1

904

- - 864,719.98 1,152,959.97 1,441,199.96

- - 354,375.86 472,503.68 590,631.50

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [FIVE YEARS]

Ref

eren

ce t

o

MO

RD

Sp

ec.

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Restoration of rain cuts: Restoration of rain cutswith soil, moorum gravel or a mixture of these, cleaning theloose soil, benching for 300 mm width laying fresh Metreial in layers not exceeding 250mmand compactionwith pate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road.

Maintenance of Earthen shoulders (Filling with selected soil): Making up loose of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compecting with appropriate equipment at OMC upto a lead of 1000 m as per Technical specification clause 1903 of specification of rural road.

Maintenance of Earthen shoulders(Stripping of excess soil): Stripping excess soil from the shoulder surface to achieve the approved level & compacting with plate comactor at OMC as per drawing & technical specification clause 1903 of specification of rural road.

Maintenance of Bituminous surface Road: Repair to potholes by removal of failed material, trimming the sides to vertical and bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm BM using 40 mm nominal size coarse aggregate (grade R materials and 3.5% Bitumen S-65) applying Bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on side and on sides & on bottom @ 9 kg/sqm as per technical specification clauses 502, 503 & 504.

Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2.





Sl N

o.




Ref

eren

ce t

o

MO

RD

Sp

ec.

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

4

1908 Maintenance of culverts

29,542.50 29,542.50 29,542.50 29,542.50 29,542.50

37,814.40 37,814.40 37,814.40 37,814.40 37,814.40

5

1910

10,125.01 10,125.01 10,125.01 10,125.01 10,125.01

6

1912

6,674.83 6,674.83 6,674.83 6,674.83 6,674.83

7

1915

28,922.18 28,922.18 28,922.18 28,922.18 28,922.18

i) Maintenance of hume pipe culvert by way of clearing,cleaning, erosion repair,repairs to cracks ,papapet wall and protection works as per drawing and technical specification clause 1908 of specification of rural roads.

ii) Maintenance of slab type culvert by way of clearing,cleaning, erosion ,repairs to cracks ,papapet wall and protection works. Removal of debris, providing boulders and protection work and painting as per drawing and technical specification clause 1908 of specification of rural roads.

Maintenance of Road Signs: Maintenance of road signs by way of cleaning & repairing of mandatory / regulatory / cautionary / informatory and place identification sign board as per drawing and direction of Engineering-in-charge and technical specifications clause 1910 of specification of rural roads.

Maintenanance of 200 metre and km stones: Maintenanance of 200 metre kilometre stone by way of refixing of titled stones repairing with cement mortar, cleaning, repairing and lettering on 200 Metre, Kilometre stone and 5th Kilometre stone as per drawing and technical specification clause 1912 of specification of rural roads.

White Washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per technical specification clause 1915 of specification of rural roads.





Sl N

o.




Ref

eren

ce t

o

MO

RD

Sp

ec.

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

Am

ou

nt

(Rs.

)

8

1914

31,184.76 31,184.76 31,184.76 31,184.76 31,184.76

TOTAL MAINTENANCE COST 729,530.11 846,583.62 2,182,732.68 2,706,153.72 3,229,574.76

Cutting of branches of tree shrubs and trimming of grass and weeds: Cutting of branches of tree and shrubs from the roadway or within ROW including disposal of wood & leaves to suitable location as per technical specification clause 1914 of specification of rural roads.


1,823,615.42

1,625,500.46

647,749.68

3,458,879.91

1,417,511.04


Item wise Cost



Item wise Cost

147,712.50

189,072.00

50,625.06

33,374.14

144,610.90



Item wise Cost

155,923.80

9,694,575.00



Sl N

o.


Measurements


1

1902

2 1867.05 1.875 0.300 cum 2100.431 124.03 260,516.49

2

1903

2 3111.75 1.875 sqm 11669.06 19.9 232,214.29

2 3111.75 1.875 sqm 11669.06 7.93 92,535.65

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [1st YEAR]R

efer

ence

to

M

OR

D S

pec

.

Restoration of rain cuts: Restoration of rain cuts with soil, moorum gravel or a mixture of these, cleaning the loose soil, benching for 300 mm width laying fresh Material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road.(For medium rainfall 6% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Maintenance of Earthen shoulders (Filling with selected soil): Making up loose of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting with appropriate equipment at OMC upto a lead of 1000 m as per Technical specification clause 1903 of specification of rural road.(For medium rainfall 10% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Maintenance of Earthen shoulders(Stripping of excess soil): Stripping excess soil from the shoulder surface to achieve the approved level & compacting with plate compactor at OMC as per drawing & technical specification clause 1903 of specification of rural road.(For medium rainfall 10% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)



Sl N

o.


Measurements



efer

ence

to

M

OR

D S

pec

.

3

502,

503,

504

& 1

904

- - - - cum - 6586.99 -

- - - - sqm - 202.46 -

4


25 - - - No. 50 590.85 29,542.50

20 - - - No. 40 945.36 37,814.40

5

1910

24894 km 12.447 813.45 10,125.01


Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2

i) Maintenance of hume pipe culvert by way of clearing, cleaning, erosion repair, repairs to cracks ,parapet wall and protection works as per drawing and technical specification clause 1908 of specification of rural roads.Twice in a year (Total qty=Qty provided X 2)

ii) Maintenance of slab type culvert by way of clearing, cleaning, erosion, repairs to cracks ,parapet wall and protection works. Removal of debris, providing boulders and protection work and painting as per drawing and technical specification clause 1908 of specification of rural roadsTwice in a year (Total qty=Qty provided x 2)

Maintenance of Road Signs: Maintenance of road signs by way of cleaning & repairing of mandatory / regulatory / cautionary / informatory and place identification sign board as per drawing and direction of Engineering-in-charge and technical specifications clause 1910 of specification of rural roads.Once in two years (Total length=Length/2)



Sl N

o.


Measurements



efer

ence

to

M

OR

D S

pec

.

6

1912

24894 km 12.447 536.26 6,674.83

7

1915

sqm 2489 11.62 28,922.18

8

1914

### No. 498 62.62 31,184.76

TOTAL COST FOR 1 ST YEAR MAINTENANCE WORKS 729,530.11

Maintenanance of 200 meter and km stones: Maintenanance of 200 meter kilometer stone by way of refixing of titled stones repairing with cement mortar, cleaning, repairing and lettering on 200 Meter, Kilometer stone and 5th Kilometer stone as per drawing and technical specification clause 1912 of specification of rural roads.Once in two years (Total length=Length/2)

White Washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per technical specification clause 1915 of specification of rural roads.Assuming 50 sqm per km in twice in a year

Cutting of branches of tree shrubs and trimming of grass and weeds: Cutting of branches of tree and shrubs from the roadway or within ROW including disposal of wood & leaves to suitable location as per technical specification clause 1914 of specification of rural roads.Assuming 20 no. trees per km



Sl N

o.


Measurements


1

1902

2 2240.46 1.875 0.3 cum 2520.518 124.03 312,619.79

2

1903

2 3734.1 1.875 sqm 14002.88 19.9 278,657.31

2 3734.1 1.875 sqm 14002.88 7.93 111,042.84

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [2 nd YEAR]R

efer

ence

to

M

OR

D S

pec

.

Restoration of rain cuts: Restoration of rain cutswith soil, moorum gravel or a mixture of these, cleaning theloose soil, benching for 300 mm width laying fresh Metreial in layers not exceeding 250mmand compactionwith pate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road.(For medium rainfall 7.2% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15 - 45 commercial vehicles per day)

Maintenance of Earthen shoulders (Filling with selected soil): Making up loose of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compecting with appropriate equipment at OMC upto a lead of 1000 m as per Technical specification clause 1903 of specification of rural road.(For medium rainfall 12% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15 - 45 commercial vehicles per day)

Maintenance of Earthen shoulders(Stripping of excess soil): Stripping excess soil from the shoulder surface to achieve the approved level & compacting with plate comactor at OMC as per drawing & technical specification clause 1903 of specification of rural road.(For medium rainfall 12% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15 - 45 commercial vehicles per day)



Sl N

o.


Measurements



efer

ence

to

M

OR

D S

pec

.

3

502,

503,

504

& 1

904

- - - - cum - 6586.99 -

- - - - sqm - 202.46 -

4


25 - - - No. 50 590.85 29,542.50

20 - - - No. 40 945.36 37,814.40


Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2

i) Maintenance of hume pipe culvert by way of clearing,cleaning, erosion repair,repairs to cracks ,papapet wall and protection works as per drawing and technical specification clause 1908 of specification of rural roads.Twice in a year (Total qty=Qty provided X 2)

ii) Maintenance of slab type culvert by way of clearing,cleaning, erosion ,repairs to cracks ,papapet wall and protection works. Removal of debris, providing boulders and protection work and painting as per drawing and technical specification clause 1908 of specification of rural roadsTwice in a year (Total qty=Qty provided X 2)



Sl N

o.


Measurements



efer

ence

to

M

OR

D S

pec

.

5

1910

24894 km 12.447 813.45 10,125.01

6

1912

24894 km 12.447 536.26 6,674.83

7

1915

sqm 2489 11.62 28,922.18

8

1914

### No. 498 62.62 31,184.76

TOTAL COST FOR 2 ND YEAR MAINTENANCE WORKS 846,583.62


Maintenanance of 200 metre and km stones: Maintenanance of 200 metre kilometre stone by way of refixing of titled stones repairing with cement mortar, cleaning, repairing and lettering on 200 Metre, Kilometre stone and 5th Kilometre stone as per drawing and technical specification clause 1912 of specification of rural roads.Once in two years (Total length=Length/2)





Sl N

o.


Measurements


1

1902

2 2613.87 1.875 0.3 cum 2940.604 124.03 364,723.08

2

1903

2 4356.45 1.875 sqm 16336.69 19.9 325,100.13

2 4356.45 1.875 sqm 16336.69 7.93 129,549.95

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [3rd YEAR]R

efer

ence

to

M

OR

D S

pec

.

Restoration of rain cuts: Restoration of rain cutswith soil, moorum gravel or a mixture of these, cleaning theloose soil, benching for 300 mm width laying fresh Metreial in layers not exceeding 250mmand compactionwith pate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road.(For medium rainfall 8.4% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Maintenance of Earthen shoulders (Filling with selected soil): Making up loose of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compecting with appropriate equipment at OMC upto a lead of 1000 m as per Technical specification clause 1903 of specification of rural road.(For medium rainfall 14% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Maintenance of Earthen shoulders(Stripping of excess soil): Stripping excess soil from the shoulder surface to achieve the approved level & compacting with plate comactor at OMC as per drawing & technical specification clause 1903 of specification of rural road.(For medium rainfall 14% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)



Sl N

o.


Measurements



efer

ence

to

M

OR

D S

pec

.

3

502,

503,

504

& 1

904

1 466.7625 3.75 0.075 cum 131.277 6586.99 864,719.98

1 466.76 3.75 sqm 1750.350 202.46 354,375.86

4


25 - - - No. 50 590.85 29,542.50

Maintenance of Bituminous surface Road: Repair to potholes by removal of failed material, trimming the sides to vertical and bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm BM using 40 mm nominal size coarse aggregate (grade R materials and 3.5% Bitumen S-65) applying Bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on side and on sides & on bottom @ 9 kg/sqm as per technical specification clauses 502, 503 & 504.(For medium rainfall 1.5% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2(For medium rainfall 1.5% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)




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20 - - - No. 40 945.36 37,814.40

5

1910

24894 km 12.447 813.45 10,125.01

6

1912

24894 km 12.447 536.26 6,674.83

7

1915

sqm 2489 11.62 28,922.18

8

1914

### No. 498 62.62 31,184.76

TOTAL COST FOR 3 RD YEAR MAINTENANCE WORKS 2,182,732.68








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1

1902

2 2987.28 1.875 0.3 cum 3360.690 124.03 416,826.38

2

1903

2 4978.80 1.875 sqm 18670.5 19.9 371,542.95

2 4978.80 1.875 sqm 18670.5 7.93 148,057.07

COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [4th YEAR]R

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502,

503,

504

& 1

904

1 622.35 3.75 0.075 cum 175.036 6586.99 1,152,959.97

1 622.35 3.75 sqm 2333.813 202.46 472,503.68

4


25 - - - No. 50 590.85 29,542.50

Maintenance of Bituminous surface Road: Repair to potholes by removal of failed material, trimming the sides to vertical and bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm BM using 40 mm nominal size coarse aggregate (grade R materials and 3.5% Bitumen S-65) applying Bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on side and on sides & on bottom @ 9 kg/sqm as per technical specification clauses 502, 503 & 504.(For medium rainfall 2% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2(For medium rainfall 2% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)




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20 - - - No. 40 945.36 37,814.40

5

1910

24894 km 12.447 813.45 10,125.01

6

1912

24894 km 12.447 536.26 6,674.83

7

1915

sqm 2489 11.62 28,922.18

8

1914

### No. 498 62.62 31,184.76

TOTAL COST FOR 4 TH YEAR MAINTENANCE WORKS 2,706,153.72








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1

1902

2 3360.69 1.875 0.3 cum 3780.7763 124.03 468,929.68

2

1903

2 5601.15 1.875 sqm 21004.31 19.9 417,985.77

2 5601.15 1.875 sqm 21004.31 7.93 166,564.18


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502,

503,

504

& 1

904

1 777.9375 3.75 0.075 cum 218.795 6586.99 1,441,199.96

1 777.94 3.75 sqm 2917.275 202.46 590,631.50

4


25 - - - No. 50 590.85 29,542.50

Maintenance of Bituminous surface Road: Repair to potholes by removal of failed material, trimming the sides to vertical and bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm BM using 40 mm nominal size coarse aggregate (grade R materials and 3.5% Bitumen S-65) applying Bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on side and on sides & on bottom @ 9 kg/sqm as per technical specification clauses 502, 503 & 504.(For medium rainfall 2.5% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)

Patch Repairing on already filled pot holes with 75 mm BM. With 20mm PC & SC type as per drawings and technical specification clauses 1904.2(For medium rainfall 2.5% of BT surface area considered & a multiplication factor of 1.25 is considered for traffic intensity 15-45 commercial vehicles per day)




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20 - - - No. 40 945.36 37,814.40

5

1910

24894 km 12.447 813.45 10,125.01

6

1912

24894 km 12.447 536.26 6,674.83

7

1915

sqm 2489 11.62 28,922.18

8

1914

### No. 498 62.62 31,184.76

TOTAL COST FOR 5 TH YEAR MAINTENANCE WORKS 3,229,574.76






FORMAT - F8


WB/15/284Road Name: Jogdola to Suowashi

Table 1: Rate of Materials Supplied at Site as per approved Specification

1. Supply of Sand

1

Sand (Coarse) stacked at site cum 887.00Sand (Medium) stacked at site cum 572.00Sand (Fine) stacked at site cum 378.00Silver Sand stacked at site cum 207.00

2. Supply of Bricks, Bats (including sorting and stacking at site)

2

1st Class Bricks Kiln Burnt 1000 nos 6946.002nd Class Bricks / Picked jhama bricks Kiln Burnt 1000 nos 5839.00Jhama metal Kiln Burnt cum 1093.001st Class Bats kiln Burnt cum 873.00

Package :

FORMAT - F8TABLE 2B: RATE ANALYSIS OF MATERIALS (COARSE AGGREGATE) AT SITE

District: Uttar DinajpurPackage: WB/15/284Road Name: Jogdola to Suowashi

Source of Material ::

14

Item Unit

Size of Aggregates

Sto

ne

Dus

t

Stone ScreeningBoulder Ballast Chips

30/4

5 kg

Gra

de I

Gra

de II

Gra

de II

I

37.5

mm

26.5

mm

22.4

mm

13.2

mm

11.2

mm

5.6

mm

Typ

e A

Typ

e B

Local stone materials at quarry cum 1058.00 1219.00 1242.00 1261.00 1273.00 1330.00 1346.00 1367.00 1233.00 988.00 877.00 789.00 609.00

cum 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65 41.65

cum 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41

cum 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85 20.85

cum 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21 5.21

Carriage cost cum 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30 178.30

Rate at Site cum 1283.18 1444.18 1467.18 1486.18 1498.18 1555.18 1571.18 1592.18 1458.18 1213.18 1102.18 1014.18 834.18

CARRIAGE OF STONE METAL :

Description Unit Ditance (km) Rate (Rs) Amount (Rs) Remarksa) Distance carried up to 5 km cum 5 84.95

b) Distance carried exceeding 5 km but up to 10 km (per km) cum 5 10.75 53.75

c) Distance carried exceeding 10 km but up to 20 km (per km) cum 4 9.90 39.60

d) Distance carried exceeding 20 km but up to 50 km (per km) cum 0 9.70 0.00

e) Distance carried exceeding 50 km but up to 100 km (per km) cum 0 9.35 0.00

f) Distance carried exceeding 100 km and up to any distance (per km) cum 0 8.60 0.00

Kaliagunj Railway Yard

Average lead (km) from Local Quarry to Project CG (By road) considered in the analysis:

Loading of stone boulder by manual means including a lead up to 30m

Deduction (25% of loading charges) due to no necessity / direction of stacking at site

Unloading of stone boulder by manual means including a lead up to 30m

Deduction (25% of unloading charges) due to no necessity / direction of stacking at site

For rates Refer Table 5 at page 48 of WBSRDA Schedule of Rates, 2011

Total Carriage Cost cum 14 178.30

For rates Refer Table 5 at page 48 of WBSRDA Schedule of Rates, 2011

FORMAT - F8

TABLE 3: RATE ANALYSIS OF MATERIALS (BITUMEN) AT SITE


Source of Material: Haldia Uluberia

Average lead (km) considered in the analysis: 579 480

Item Unit

Source-Uluberia

MT 40,970.60 34,723.27 35,770.44

MT 46,091.92 39,063.68 40,241.75

MT 2,000.00 2,000.00

MT 56.55 56.55

MT 14.14 14.14

Carriage cost MT 2,594.80 2,500.35 2,500.35

Rate at Site MT 48,686.73 39,606.44 40,784.51

CARRIAGE OF BITUMEN (IN BULK FROM HALDIA) :

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarks

a) Distance carried upto 100 km MT 100.0 503.10

b) Distance carried exceeding 100 km but upto 200 km (per km) MT 100.0 4.62 462.00

c) Distance carried exceeding 200 km and upto any distance (per km) MT 379.0 4.30 1629.70

Total Carriage Cost MT 579.0 2594.80

CARRIAGE OF BITUMEN (IN DRUM / PACKED FROM ULUBERIA) :

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarks

a) Distance carried upto 5 km MT 5.0 73.10 73.10b) Distance carried exceeding 5 km but upto 10 km (per km) MT 5.0 6.35 31.75c) Distance carried exceeding 10 km but upto 20 km (per km) MT 10.0 6.25 62.50d) Distance carried exceeding 20 km but upto 50 km (per km) MT 30.0 5.90 177.00e) Distance carried exceeding 50 km but upto 100 km (per km) MT 50.0 5.50 275.00f) Distance carried exceeding 100 km and upto any distance (per km) MT 380.0 4.95 1881.00

Bitumen (Bulk) VG-30 [Haldia]

Bitumen Emulsion (SS)

(Packed)

Bitumen Emulsion (RS)

(Packed)

Bitumen (ex Haldia)(excl. overhead + contractor profit)

Bitumen(Incl. Over head and Contractor's profit (@ 12.5%)

Deduction of Drum Cost for packed bitmuen (@ Rs. 400/- each and 5 drum per MT)

Unloading of bitumen drum by manual means including a lead upto 30m

Deduction (25% of unloading charges) due to no necessity / direction of stacking at site

For rates Refer item no. 5 at page 10 of WBSRDA Schedule of Rates 2011




FORMAT - F8

TABLE 3A: RATE ANALYSIS OF MATERIALS (HUME PIPE) AT SITE


Source of Material: RaigunjAverage lead (km) considered in the analysis: 49

Item Unit 300 dia NP3 450 dia NP3 1000 dia NP3 1200 dia NP3

Ex-outlet (incl. lap length) m 1,007.00 1,386.00 4,100.00 5,980.00

m 43.50 54.60 93.45 93.45

Carriage cost m 208.40 208.40 529.25 529.25

Rate at Site m 1,258.90 1,649.00 4,722.70 6,602.70Remarks:* Rate as per WBSRDA current schedule of rate**Refer Unit Rate Page 5 of WBSRDA SOR, GoWB 2011 CARRIAGE OF PIPE:

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarksa) Distance carried upto 5 km m 5.00 34.80b) Distance carried exceeding 5 km but upto 10 km (per km) m 5.00 4.10 20.50c) Distance carried exceeding 10 km but upto 20 km (per km) m 10.00 4.00 40.00d) Distance carried exceeding 20 km but upto 50 km (per km) m 29.00 3.90 113.10e) Distance carried exceeding 50 km but upto 100 km (per km) m 0.00 3.80 0.00f) Distance carried exceeding 100 km and upto any distance (per km) m 0.00 3.50 0.00Total Carriage Cost of 300 mm & 450 mm dia pipe m 49.0 208.40

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarksa) Distance carried upto 5 km m 5.00 85.90b) Distance carried exceeding 5 km but upto 10 km (per km) m 5.00 11.25 56.25c) Distance carried exceeding 10 km but upto 20 km (per km) m 10.00 10.00 100.00d) Distance carried exceeding 20 km but upto 50 km (per km) m 29.00 9.90 287.10e) Distance carried exceeding 50 km but upto 100 km (per km) m 0.00 9.50 0.00f) Distance carried exceeding 100 km and upto any distance (per km) m 0.00 8.80 0.00Total Carriage Cost of 1000 mm dia pipe m 49.0 529.25

Description Unit Distance (km) Rate (Rs) Amount (Rs) Remarksa) Distance carried upto 5 km m 5.00 85.90b) Distance carried exceeding 5 km but upto 10 km (per km) m 5.00 11.25 56.25c) Distance carried exceeding 10 km but upto 20 km (per km) m 10.00 10.00 100.00d) Distance carried exceeding 20 km but upto 50 km (per km) m 29.00 9.90 287.10e) Distance carried exceeding 50 km but upto 100 km (per km) m 0.00 9.50 0.00

**Loading RCC pipe into truck at the lifting point, unloading at destination and stacking in yard including carriage by headload up to 30 m at each of the two points. (deduct 25% for no stacking)

Refer Unit Rate Page 11 of WBSRDA SOR, GoWB 2011



f) Distance carried exceeding 100 km and upto any distance (per km) m 0.00 8.80 0.00Total Carriage Cost of 1200 mm dia pipe m 49.0 529.25


FORMAT - F8

TABLE 4: RATE ANALYSIS OF MATERIALS (STEEL) AT SITE


Source of Material: Kaliagunj

Average lead (km) from Project CG 14

Item Unit

Type of Steel

Item Unit

Type of Steel

MT 58,414.15 MT 57,168.00

MT 516.05 MT 516.05

Rate at Site MT 57,898.10 Rate at Site MT 56,651.95

CARRIAGE OF STEEL MATERIALS :

Description Unit Rate (Rs) Amount (Rs) Remarks

a) Distance carried upto 5 km MT 5 91.40 457.00

b) Distance carried exceeding 5 km but upto 10 km (per km) MT 5 6.65 33.25

c) Distance carried exceeding 10 km but upto 20 km (per km) MT 4 6.45 25.80

d) Distance carried exceeding 20 km but upto 50 km (per km) MT 0 6.25 0.00

e) Distance carried exceeding 50 km but upto 100 km (per km) MT 0 6.18 0.00

f) Distance carried exceeding 100 km and upto any distance (per km)MT

0 5.50 0.00


Tor Steel Rods / HYSD Bars / TMT Bars / Mild Steel

Rods

Tor Steel Rods / HYSD Bars / TMT Bars / Mild Steel

Rods

Supplying, fitting, fixing and placing HYSD (Fe415) bar reinforcement in superstructure including cost of steel materials and carriage etc. complete as per drawing and Technical specification vide clause no. 1002, 1005, 1010 and 1202 of specification of Rural Roads.

Supplying, fitting, fixing and placing HYSD (Fe415) bar reinforcement in substructure including cost of steel materials and carriage etc. complete as per drawing and Technical specification vide clause no. 1002, 1005, 1010 and 1202 of specification of Rural Roads.

Carriage cost (Deduction due to distance < 50km)

Carriage cost (Deduction due to distance < 50km)

Distance (km)diff.

For rates Refer item no. 1b at page 8 of WBSRDA Schedule of Rates 2011

FORMAT - F8

TABLE 4A: RATE ANALYSIS OF MATERIALS (CEMENT) AT SITE


Source of Material: Kaliagunj

Average lead (km) from Project CG 14

Item Unit

MT 6,000.00 6,510.00

MT 422.25 422.25

Rate at Site MT 5,577.75 6,087.75

CARRIAGE OF CEMENT:

Description Unit Rate (Rs) Amount (Rs) Remarks

a) Distance carried upto 5 km MT 5 73.10 365.50

b) Distance carried exceeding 5 km but upto 10 km (per km) MT 5 6.35 31.75

c) Distance carried exceeding 10 km but upto 20 km (per km) MT 4 6.25 25.00

d) Distance carried exceeding 20 km but upto 50 km (per km) MT 0 5.90 0.00

e) Distance carried exceeding 50 km but upto 100 km (per km) MT 0 5.50 0.00

f) Distance carried exceeding 100 km and upto any distance (per km) MT 0 4.95 0.00

Total Carriage Cost MT 14 422.25

Cement (43 grade)

Cement (53 grade)

Supply of cement at site in different districts of West Bengal. (The rates are inclusive of loading, unloading and all carriage cost to site & overhead & contractor's profit @ 12.5%)

Carriage cost (Deduction due to diff. of distance < 50km)

Distance (km)diff.

For rates Refer item no. 1a at page 8 of WBSRDA Schedule of Rates 2011

FORMAT - F8PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)


Description Unit Quantity Rate (Rs) Amount (Rs)

1

20

1 Clearing and grubbing road land

Unit = HectareTaking output = 1 hectareBy Manual meansa) In area of non thorny jungle

Hectare 1.00 23609.60 23609.60

b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 236.10

Rate per Hectare = a+b 23845.70

2

20

2 Dismantling of structures

(A) Plain Cement ConcreteUnit = cum

cum 1.00 204.85 204.85


Rate per cum = a+b 206.90

RATE ANALYSIS: PAVEMENT WORKS

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth unto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201 of Specification of Rural Roads.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%

Unit Rate Item No. 2.2 (I) A, Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]


Taking output = 1 cum (Plain cement concrete and cement concrete blocks)

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (cement mortar of any proportion)

Unit Rate Item No. 2.5 (B), Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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20

2 Dismantling of structures

Unit = cumTaking output = 1 cum (RCC)

cum 1.00 550.00 550.00



3

20

2

(i) Upto 600 mm diaBy Manual means

Unit = metre

Taking output = 1 metre of Hume Pipe upto 600 mm dia

m 1.00 81.90 81.90


Rate per m = a+b 82.72 (ii) Hume Pipe 600 mm to 900 mm dia

By Manual means

Unit = metre

Taking output = 1 metre of Hume Pipe 600 mm to 900 mm dia

m 1.00 111.15 111.15


(B) Reinforced Cement Concrete including cutting steel bars and seperating and removing etc.


Unit Rate Item No. 2.5 (C), Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (upto 600mm dia Hume pipe)

Unit Rate Item No. 2.13 A, Page 13 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (600mm - 900mm dia Hume pipe)

Unit Rate Item No. 2.13 B, Page 13 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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2


Rate per m = a+b 112.26





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(iii) Hume Pipe above 900 mm diaBy Manual meansUnit = metreTaking output = 1 metre of Hume Pipe Above 900 mm dia

m 1.00 190.15 190.15



4

30

2

Unit=cumTaking output = 1 cumBy Manual means

cum 1.00 59.25 59.25



5

30

0

Unit=cumTaking output = 1 cum

cum 1.00 47.05 47.05



(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (Above 900mm dia Hume pipe)

Unit Rate Item No. 2.13 C, Page 13 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Excavation in cutting in soil by manual means with lead upto 50m

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3


Unit Rate Item No. 3.5 (i) , Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Construction of Embankment with Materials Obtained from Roadway Cutting

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundations of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 of specification of rural roads.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 3.3 , Page 14 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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6

30

1 &

30

3

Unit = cumTaking output = 1 cum

cum 1.00 114.20 114.20



cum 1.00 140.30 140.30



cum 1.00 114.80 114.80



cum 1.00 140.50 140.50



Construction of Embankment / Shoulder with Materials obtained from Borrow pits.

Construction of embankment, Sub-grade, shoulder, etc. With approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller with layer of soil up to 30cm below the sub grade level at OMC to meet 97% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2

Including cost of proper arrangement for stripping off the grass sods, weeds, quality control, sacrificing existing ground and original ground up to the depth of 150mm and rolling the existing ground as per specification and direction of the Engineer-in-Charge including all taxes, royalties, cess, etc., including cost of carriage by head load/truck, loading and unloading when and where necessary, lighting, guarding, and barricading protecting etc.

(a) Base rates including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%

Unit Rate Item No. 3.4 , Page 14 to SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]i) For embankment work with a lead up to 50m at OMC to meet 97% SPD

ii) For embankment work with a lead up to 1000m at OMC to meet 97% SPD

iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD

iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD





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40

1 GSB with well graded material (Table 400.1)

Unit = cumTaking output = 1 cumFor Grading-III Materials

cum 1.00 65.60 65.60

(b) Materials per cum

11.2mm & 5.6mm cum 0.540 1335.68 721.27 4.75mm to 2.36mm (average of medium & coarse sand) cum 0.160 729.50 116.72 Below 2.36mm (average of meedium & fine sand) cum 0.500 475.00 237.50

% 1.00 11.41

Rate per cum = a+b+c 1152.50

8

40

5 Water Bound macadam base

Unit = cumTaking output = 1 cumFor Grading-II Materials

cum 1.00 170.75 170.75

(b) Materials per cumGrading II mateirial (Pakur) cum 1.167 1467.18 1712.20 26.5 mm (Pakur) cum 0.098 1555.18 152.41 22.4 mm (Pakur) cum 0.055 1571.18 86.41 ii) Type B 11.2 mm for grading II (Screening) cum 0.267 834.18 222.73

% 1.00 23.44


Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, lighting, guarding, barricading etc. complete as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads.


Unit Rate Item No. 4.1(A) , Page 17 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

c) Add 1.0% on (a+b) as per "Workers' Welfare Cess Act, 1996)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding materials to fill up the interstices of coarse aggregate, watering & compaction to the required density grading 3 as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 4.7 2 (B) Page 18 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]






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5 Water Bound macadam base

Unit = cumTaking output = 1 cumFor Grading-III Materials

cum 1.00 170.75 170.75

(b) Materials per cumGrading III mateirial (Pakur) cum 0.425 1486.18 631.63 26.5 mm (Pakur) cum 0.797 1555.18 1239.48 22.4 mm (Pakur) cum 0.098 1571.18 153.98 ii) Stone Screening (Type B) cum 0.240 834.18 200.20

% 1.00 23.96

Rate per cum = a+b+c 2419.99 10

50

2 Prime coat with Bitumen Emulsion

Unit = sqmTaking output = 1 sqm

Sqm 1.00 0.90 0.90

(b) Materials per sqmBitumen Emulsion (SS-1) @ 0.85 kg/sqm (avg.) kg 0.85 39.61 33.67

% 1.00 0.35

Rate per sqm = a+b+c 34.91

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening / binding materials to fill up the interstices of coarse aggregate, watering & compaction to the required density grading 3 as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete


Unit Rate Item No. 4.7 3 (A) Page 18 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]


Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads.


Unit Rate Item No. 5.1 (I) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]






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11

50

3 Tack coat with Bitumen Emulsion

Unit = SqmTaking output = 1 Sqm

Sqm 1.00 0.85 0.85

(b) Materials per sqm

Bitumen Emulsion (RS-1) @ 0.225 kg/sqm kg 0.225 40.78 9.18

% 1.00 0.10


12

50

8


Sqm 1.00 34.25 34.25

(b) Materials per sqmBitumen(VG-30 grade) kg 1.460 48.69 71.08

Crushed stone chips, 13.2 mm size @ 0.018 cum/sqm (Pakur) cum 0.018 1592.18 28.66

Crushed stone chips, 11.2 mm size @ 0.009 cum/sqm (Pakur) cum 0.009 1458.18 13.12

% 1.00 1.47


Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads.


Unit Rate Item No. 5.2 (I) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]


20 mm thick Open-graded Premix carpet using Bituminous (penetration grade/ modified bitumen) Binder

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per technical specification Clause 508 of specification of rural roads including lighting, guarding, barricading etc. complete.


Unit Rate Item No. 5.9 (II) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]






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13

51

0 Seal Coat (Type B)


Sqm 1.00 8.85 8.85

(b) Materials per sqmBitumen (VG-30 grade) kg 0.680 48.69 33.11 Sand / grit cum 0.006 887.00 5.32

% 1.00 0.47

Rate per sqm = a+b+c 47.75 14

51

0 Cement Concrete Pavement


cum 1.00 795.75 795.75

(b) Materials per cumCement kg 350.000 5.58 1952.21 Coarse Sand cum 0.450 887.00 399.15 20 mm stone chips cum 0.540 1571.18 848.44 10 mm stone chips cum 0.360 1458.18 524.94

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification Clause 510 of specification of rural roads

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 5.12 A (II) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]


Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawings), spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints,

admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 6.4, Page 22 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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0

% 1.00 45.20







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Double layer brick flat soling in shoulder

Unit = sqmTaking output = 10 sqma) Material & Labour(i) Laying single brick flat soling sqm 10.0 235.02 2350.20

sqm 10.0 246.86 2468.60

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 48.19 Rate for 10sqm area = a+b 4866.99

Rate per sqm = (a+b)/10 486.70 Sub-Analysis to Item No. 15Single Brick Flat Soling

Unit = sqm

sqm 1.00 12.75 12.75

(b) Materials per sqm1st class bricks no. 32.00 6.95 222.27

Rate per m = a+b 235.02 Single Brick Flat Soling with cement mortar (1:6) pointing

Unit = sqm

sqm 1.00 12.75 12.75

(b) Materials per sqm1st class bricks no. 32.00 6.95 222.27

Cement kg 1.743 5.58 9.72

Sand cum 0.0037 572.00 2.12

Rate per m = a 246.86

Laying double layer brick flat soling with 1st class approved Kiln burnt bricks with necessary cushioning over bed bed and filling all joints with sand and with joints set in cement mortar 1:6 (top layer only) including cost of mortar, snad and ramming and watering if necessary complete.

(ii) Laying single brick flat soling with cement mortar (1:6) pointing on top layer

Laying single brick flat soling with 1st class approved Kiln Burnt bricks with necessary cushioning over bed and filling all joints with sand including cost of sand and ramming and watering if necessary complete.


Unit Rate New Item No. 2, Page 20 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Laying single brick flat soling with 1st class approved Kiln Burnt bricks with joints set in cement mortar 1:6 including cost of mortar, sand and ramming and watering if necessary complete.






1

10

.18 Rumble Strip


sqm 1.00 28.40 28.40

(b) Materials20mm thick Premix carpet sqm 0.260 147.12 38.25 Type 'B' seal coat sqm 0.260 47.28 12.29 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 0.79


2

17

01 Guard Post

Unit = EachTaking output = 1 No.

Each 1.00 1012.00 1012.00

b) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 10.12

RATE ANALYSIS: ROAD SAFETY WORKS

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Providing Rumble Strips covered with premix bituminous carpet 20 mm high at center followed by type 'B' seal coat, 250mm wide each placed at 1m centre to centre at approved locations to control speed, marked with 30cm wide white strip of road marking paint placed 60cm centre to centre along the alignment.


Unit Rate Item No. 10.18, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Supply, Fitting, and Fixing R.C. Guard : Post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post with due care

from stack yard to the site earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and lengthincluding loading into the truck and unloading at site complete in all respects.


Unit Rate New Item No. 2 Page 33 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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01

Rate per No. = a+b 1022.12





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01 Semi-reflective Traffic Signs

Sub Analysis M15 concrete

cum 1.00 432.30 432.30

Cement kg 275.00 5.58 1533.88 37.5 mm cum 0.480 1498.18 719.13 20 mm cum 0.240 1571.18 377.08 10 mm cum 0.080 1458.18 116.65 Coarse Sand cum 0.480 887.00 425.76 Form work % 4.00 126.90

Cost of 1 cum M15 grade concrete = 3731.71

i) 600mm Equilateral TriangleUnit = EachTaking output = 1 No.

Each 1.00 951.15 951.15

(b) Materials per No.M15 Grade cement concrete cum 0.126 3731.71 470.20

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 14.21

Rate per No. = a+b+c 1435.56

ii) 600mm CircularUnit = EachTaking output = 1 No.

Each 1.00 1047.20 1047.20

(b) Materials per No.M15 Grade cement concrete cum 0.126 3731.71 470.20



Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads.










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iii) 600mm squareUnit = Each

Taking output = 1 No.

Each 1.00 1105.40 1105.40

(b) Materials per No.

M15 Grade cement concrete cum 0.126 3731.71 470.20



4

17

01


Each 1.00 1635.00 1635.00

(b) Materials per No.

cum 0.168 3731.71 626.93

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 22.62 Rate per No. = a+b+c 2284.55



Semi Reflective Direction Sign with more than 0.9 sqm size board

Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701 of specification of rural road.

including loading into the truck and unloading at site complete in all respects.

a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%


M15 Grade cement concrete (Ref. sub-analysis M15 grade concrete)



Package: WB/15/284Road Name: Jogdola to Suowashi


1

30

9 Turfing with sods


sqm 1.00 10.85 10.85

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 0.11

Rate per sqm = a+b 10.96

2

31

0 Seeding and Mulching


sqm 1.00 49.40 49.40



3

30

2 Stripping, Storing, & Relaying Top Soil from Right-of-Way


cum 1.00 84.75 84.75


RATE ANALYSIS: ECoP WORKS

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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per Technical specification Clause 309 of MORD(On slopes & earthen shoulder taking avg. 1 m emb. ht.)

(a) Turf obtained from any distance upto 500m [Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%]

Unit Rate Item No. 3.12 , Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Preparation of seed bed on previously laid top soil furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm and laying and fixing jute netting, including watering for three month all as per technical specification clause 310 of specification of rural road.



Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by roar side at 15m interval and reapplication on embankment slopes, cut slopes and the other area in the location where the available embankment material is notconducive to plant growth as per technical specification clause 302.3.2 of specification of rural road.








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3

30

2







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2


cum 1.00 64.25 64.25



Stripping, Storing, & Relaying Top Soil from Borrow Areas in Agriculture Fields:

Stripping of top soil from borrow areas located in agricultural fieldes, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer / land owner as per technical specification clause 302.3.2 of specification of rural road.






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1 PMGSY Logo Board

Unit = Each


Each 1.00 5250.00 5250.00

(b) Materials

M15 Grade cement concrete (Ref. sub-analysis) cum 0.122 3731.71 455.27



Unit = Each


Each 1.00 5706.00 5706.00

(b) Materials




RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS

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Providing and fixing typical PMGSY “Logo Board" / "Logo Board at Starting Point" as per drawing and specification of NRRDA having 1.6mm thick 2 nos. 600mm x 600mm MS plate and 1.6mm thick 2 nos 1100 x 300mm MS plate facing both sides of the alignment duly welded all board with vertical square Post and 2 nos horizontal M.S flats on back, embedding leg of M.S square Post of 75 x 75 mm of 12 SWG sheet in M-15 grade cement concrete 600mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square, flats and back side of the MS sheets over a coat of primer and two coats of ready mixed oil bound approved brand synthetic enamel paint over a coat of Epoxy coated priming on rear side of the MS plates with Brands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect.

(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate New Item No. 3, Page 34 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)







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00 "Logo" of PMGSY Project


Each 1.00 6495.00 6495.00

(b) MaterialsM15 Grade cement concrete (Ref. sub-analysis) cum 0.252 3731.71 940.39



Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.







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1 Citizen's Information Board


Each 1.00 8368.00 8368.00

(b) Materials




4

17

03 Kilometre Stone (Precast)

Construction of 5th Kilometre Stone (Precast)Unit = EachTaking output = 1 No.

Each 1.00 706.90 706.90

(b) MaterialsM15 Grade cement concrete (Ref. sub-analysis) cum 0.392 3731.71 1462.83 Steel reinforcement kg 3.68 56.65 208.48


Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.


Unit RateNew Item No. 1, Page 33 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Reinforced cement concrete M 15 grade kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.







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03






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Sub Analysis M15 concrete

cum 1.00 432.30 432.30

Cement kg 275.00 5.58 1533.88 37.5 mm cum 0.480 1498.18 719.13 20 mm cum 0.240 1571.18 377.08 10 mm cum 0.080 1458.18 116.65 Coarse Sand cum 0.480 887.00 425.76 Form work % 4.00 126.90 Cost of 1 cum M15 grade concrete = 3731.71 Construction of Ordinary Kilometre Stone (Precast)Unit = EachTaking output = 1 No.

Each 1.00 337.70 337.70

(b) MaterialsM15 Grade cement concrete (Ref. sub-analysis) cum 0.269 3731.71 1003.83 Steel reinforcement kg 1.88 56.65 106.51



Construction of 200m Stone (Precast)

Unit = Each


Each 1.00 112.85 112.85

(b) Materials


Steel reinforcement kg 2.00 56.65 113.30












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04 Boundary Pilar

Unit = Each


Each 1.00 425.85 425.85

(b) Materials


Steel reinforcement (Ref. Table 4) kg 1.40 56.65 79.31



Boundary Pilar : Reinforced cement concrete M 15 grade Boundary pillars / local stone of standard design as per IRC : 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 of Rural roads.







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1

30

0 Excavation for Structures


cum 1.00 126.35 126.35



2

11

05 First Class Bedding for Pipe


cum 1.00 46.80 46.80

(b) MaterialsFine sand cum 1.20 378.00 453.60 c) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 5.00


3

30

5 Earth Filling


cum 1.00 82.90 82.90



RATE ANALYSIS: CROSS DRAINAGE WORKS (PIPE CULVERT)

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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 deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed.(I) Ordinary soil: upto 3m depth



Laying (first class) bedding on well compacted sand, moorum or approved granular materials as per Clause 1105



Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specification of Rural Roads including lighting, guarding, barricading atc complete.


Unit Rate Item No. 11.2 , Page 35 of SOR (Volume-I), WBSRDA, GoWB [ [Effective from Dec'2011]





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11

06 Providing and Laying RCC pipe NP3

A. 1200 mm diaUnit = mTaking output = 1 m

m 1.00 151.35 151.35

(b) MaterialsSand cum 0.007 887.00 6.21 NP3 pipe (1200 mm dia) m 1.00 6602.70 6602.70 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 67.60

Rate per m = a+b+c 6827.86 B. 1000 mm diaUnit = mTaking output = 1 m

m 1.00 81.70 81.70

(b) MaterialsSand cum 0.005 887.00 4.44 NP3 pipe (1000 mm dia) m 1.00 4722.70 4722.70 c) Add 1% on (a+b+c) as per "Workers' Welfare Cess Act, 1996) % 1.00 48.09

Rate per m = a+b+c 4856.92 5

11

09 PCC (M10) [Nominal mix 1:3:6]


cum 1.00 432.30 432.30

(b) MaterialsCement kg 250.00 5.58 1394.44 Coarse sand cum 0.480 887.00 425.76 37.5 mm cum 0.576 1498.18 862.95 20 mm cum 0.288 1571.18 452.50 10 mm cum 0.096 1458.18 139.99 Add 4% for form work on material cost % 4.00 131.03

Providing and Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular nmaterial in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 9.3A, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 9.3B, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open open foundation of Head walls as per drawings and Technical Specification Clause 1109 of Specification of Rural Roads.


Unit Rate Item No. 11.4 (i), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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09

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 38.39 Rate per cum = a+b+c 3877.35





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A. 450 mm dia (As Conduit)Unit = mTaking output = 1 m(a) Base rate including Labour, T & P, Machinery m 1.00 31.25 31.25

(b) MaterialsSand cum 0.001 887.00 0.89 NP3 pipe (450 mm dia) m 1.00 1649.00 1649.00

% 1.00 16.81

Rate per m = a+b+c 1697.95 B. 300 mm dia (As Conduit)Unit = mTaking output = 1 m(a) Base rate including Labour, T & P, Machinery m 1.00 31.25 31.25

(b) MaterialsSand cum 0.001 887.00 0.89 NP3 pipe (300 mm dia) m 1.00 1258.90 1258.90

% 1.00 12.91

Rate per m = a+b+c 1303.95 7

11

09 PCC (M15): Craddle concrete


cum 1.00 432.30 432.30

(b) MaterialsCement kg 275.00 5.58 1533.88

Coarse sand cum 0.480 887.00 425.76

37.5 mm cum 0.480 1498.18 719.13 20 mm cum 0.240 1571.18 377.08 10 mm cum 0.080 1458.18 116.65 Add 4% for form work on material cost % 4.00 126.90



Unit Rate Item No. 9.3E, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

c) Add 1% on (a+b+c) as per "Workers' Welfare Cess Act, 1996)

Unit Rate Item No. 9.3E, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

c) Add 1% on (a+b+c) as per "Workers' Welfare Cess Act, 1996)


(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%Unit Rate Item No. 9.5B, Page 24 of SOR (Volume-I), WBSRDA, GoWB [Effective from June 2006]



Description Unit Quantity Rate (Rs)

1

30



cum 1.00 126.35

b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00Rate per cum = a+b

2

11

05 Sand Filling in Foundation Trenches


cum 1.00 46.80

(b) MaterialsFine Sand cum 1.20 378.00 c) Add 1.0% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00

Rate per cum = a+b+c

11

05 Filter Material Filling in Foundation Trenches


cum 1.00 46.80

(b) Materials

Filter Material (Medium Sand) cum 1.20 572.00 c) Add 1.0% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00

RATE ANALYSIS: CROSS DRAINAGE WORKS (FOUNDATION)

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Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specification of Rural Roads complete.(I) Sand filling



Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specification of Rural Roads complete.(I) Sand / granular material filling







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2

11

05






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05 Earth Filling (Marshy soil)


cum 1.00 82.90

b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00Rate per cum = a+b

3

80

2,

80

3,

12

02

& 1

20

3 Plain / Reinforced concrete in open foundation

I. PCC grade M10 (Nominal mix 1:3:6)


cum 1.00 432.30

(b) MaterialsCement kg 250.00 5.58 Coarse sand cum 0.480 887.00 37.5 mm cum 0.576 1498.18 20 mm cum 0.288 1571.18 10 mm cum 0.096 1458.18 Add 4% for form work on material cost % 4.00 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00


II. PCC grade M15 (Nominal mix 1:2.5:5)Unit = cumTaking output = 1 cum

cum 1.00 432.30

(b) MaterialsCement kg 275.00 5.58 Coarse sand cum 0.480 887.00 37.5 mm cum 0.480 1498.18 20 mm cum 0.240 1571.18 10 mm cum 0.080 1458.18 Add 4% for form work on material cost % 4.00

Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specification of Rural Roads including lighting, guarding, barricading etc complete.












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3

80

2,

80

3,

12

02

& 1

20

3

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00Rate per cum = a+b+c





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4

60

0,

12

02

& 1

20

3 Brick Masonry work in foundation

I. Brick Masonry in 1:4 cement mortarUnit = cumTaking output = 1 cum

cum 1.00 572.00

(b) Materials1st class kiln burnt bricks no. 388.0 6.95 Cement kg 91.20 5.58 Sand cum 0.25 572.00 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00

Rate per cum = a+b+c5

13

01 Boulder Apron


cum 1.00 249.35

(b) MaterialsStone / Boulder (25kg minimum each) cum 1.00 1283.18 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00


13

02 Pitching on Slopes


cum 1.00 249.35

(b) MaterialsStone / Boulder (25 kg minimum each) cum 1.00 1283.18 Stone spalls cum 0.20 1283.18 c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00


Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawings and technical specifications Clause 600, 1202 & 1203 of Specification of Rural Roads and including cost of curing.


Unit Rate Item No. 11.5 (ii), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 of Specification of Rural Roads.



Providing and laying pitching on slopes layed over prepared filter media as per as per drawing and technical specifications Clause 1302 of Specification of MORD.




Amount (Rs)

126.35

1.26 127.61

46.80

453.60 5.00

505.40

46.80

686.40 7.33

CROSS DRAINAGE WORKS (FOUNDATION)


Amount (Rs)


740.53


Amount (Rs)


82.90

0.83 83.73

432.30

1394.44 425.76 862.95 452.50 139.99 131.03

38.39 3877.35

432.30

1533.88 425.76 719.13 377.08 116.65 126.90


Amount (Rs)


37.32 3769.02


Amount (Rs)


572.00

2695.05 508.69 143.00

39.19 3957.93

249.35

1283.18 15.33

1547.86

249.35

1283.18 256.64

17.89 1807.06




1

60

2,

60

4,

12

02

& 1

20

4 Brick Masonry work in Substructure

II. Brick Masonry in 1:4 cement mortarUnit = cumTaking output = 1 cum

cum 1.00 600.60

(b) Materials1st class kiln burnt bricks no. 388.0 6.95 Cement kg 91.20 5.58 Sand cum 0.25 572.00 Scaffolding % 5.00

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00


80

2,

80

4,

80

5,

80

6,

80

7,

12

02

& 1

20

4 15mm thick Plastering


sqm 1.00 52.35

(b) MaterialsCement mortar (1:4): 0.024 cumCement kg 9.12 5.58 Sand cum 0.025 572.00


Rate per sqm = a+b+c

RATE ANALYSIS: CROSS DRAINAGE WORKS (SUB-STRUCTURE)

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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawings and technical specifications Clauses 602, 604, 1202 & 1204 of Specification of Rural Roads and including cost of curing complete.



15mm thick Plastering with cement mortar for substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete.







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3

80

2,

80

4,

80

5,

80

6,

80

7,

12

02

& 1

20

4 Plain / Reinforced concrete in Sub-structure

I. PCC grade M15 (Nominal mix 1:2.5:5)Unit = cumTaking output = 1 cum

cum 1.00 457.25

(b) MaterialsCement kg 275.00 5.58 Coarse sand cum 0.480 887.00 37.5 mm cum 0.480 1498.18 20 mm cum 0.240 1571.18 10 mm cum 0.080 1458.18 Add 10% for form work on material cost % 10.00



10

02

, 1

00

5,

10

10

& 1

20

2 HYSD Bar Reinforcement

Unit = tTaking output = 1 t

MT 1.00 56651.95

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00

Rate per MT = a+b+c




Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure including cost of steel materials and carriage etc complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202 of Specification of Rural Roads.







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5

10

02

, 1

00

5,

10

10

& 1

20

2 Weepholes


Each 1.00 102.00

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00Rate per No. = a+b+c

6 Neat Cement Punning


sqm 1.00 34.25

c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00Rate per sqm = a+b+c

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



Neat Cement Punning on cement plaster surface including cost of cement, labour, curing and all other incidental charges.




Amount (Rs)

600.60

2695.05 508.69 143.00 167.34

41.15

4155.82

52.35

50.87 14.07

1.17

118.46

CROSS DRAINAGE WORKS (SUB-STRUCTURE)


Amount (Rs)


457.25

1533.88 425.76 719.13 377.08 116.65 317.25

39.47

3986.48

56651.95

566.52

57218.47


Amount (Rs)


102.00

1.02 103.02

34.25

0.34 34.59




1

80

2,

80

4,

80

5,

80

6,

80

7,

12

02

& 1

20

4 Plain / Reinforced concrete in Super-structure

RCC grade M25 (As per Mix Design)Unit = cumTaking output = 1 cum

cum 1.00 525.15

(b) MaterialsCement kg 400.00 5.58 Coarse sand cum 0.45 887.00 20mm aggregate cum 0.54 1571.18 10mm aggregate cum 0.36 1458.18 Add 20% for form work and staging on material cost % 20.00



10

02

, 1

01

0 &

12

02 HYSD Bar Reinforcement

Unit = MTTaking output = 1MT

MT 1.00 57898.10

b) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00

Rate per MT = a+b

RATE ANALYSIS: CROSS DRAINAGE WORKS (SUPER STRUCTURE)

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5 of Specification of Rural Roads including formwork and staging upto 5m, curing complete as per direction excluding cost of reinforcement.



Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructure including cost of steel materials and carriage etc complete as per drawings and technical specifications Clauses 1002, 1010 & 1202 of Specification of Rural Roads.




Amount (Rs)

525.15

2231.10 399.15 848.44 524.94 800.73

53.30

5382.80

57898.10

578.98

58477.08

CROSS DRAINAGE WORKS (SUPER STRUCTURE)




1

30



cum 1.00 126.35 126.35


Rate per cum = a+b 127.61 2

80

2,

80

3,

12

02

& 1

20

3 Plain / Reinforced concrete in open foundation

PCC grade M15 (Nominal mix 1:2.5:5)Unit = cumTaking output = 1 cum

cum 1.00 432.30 432.30

(b) Materials

Cement kg 275.00 5.58 1533.88 Coarse sand cum 0.48 887.00 425.76

37.5 mm cum 0.48 1498.18 719.13

20 mm cum 0.24 1571.18 377.08

10 mm cum 0.08 1458.18 116.65

Add 4% for form work on material cost % 4.00 126.90



RATE ANALYSIS: DRAINAGE WORKS

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1

Ne

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tem

1

I. 100 mm dia. 4.0m long bullahUnit = mTaking output = 15 m m

a) Material & Labour

m 164.00 56.00 9184.00

m 27.50 56.00 1540.00

m 35.60 56.00 1993.60

m 114.80 36.00 4132.80

m 27.50 36.00 990.00

(vi) Labour for fitting & fixing m 35.60 10.50 373.80

(vii) Coal tarring sqm 49.65 7.90 392.26

(viii) Double durma mat work (in wall) sqm 0.00 42.50 0.00

no. 579.00 3.85 2229.15

no. 579.00 1.90 1100.10

cum 1.80 25.19 45.34

b) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 219.81 Rate for 15m length. = a+b 22200.86

Rate per m = a+b / 15 1480.06

RATE ANALYSIS: PROTECTIVE WORKS

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Supplying, fitting, fixing and driving of Eucallyptus Bullah Piles with Cement Bags filled with Earth

Supplying, driving, fitting and fixing of Eucallyptus Bullahs by monkey in all types of soil, driven about two third below ground including driving of tie post and fixing with half piece tie bar and runners and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles including coal tarring, supplying and filling of earth filled cement bags of the same as per drawing and direction complete.

(i) Supplying of Eucallyptus Bullah (100mm dia 4.0m long each @ 37.5cm c/c = 41 nos.)

(ii) Supplying of Eucallyptus Bullah (100mm dia 2.5m long tie post each @ 150cm c/c = 11 nos.)

(iii) Supplying of Eucallyptus Bullah (100mm dia for tie and runners)(Runners: 15.3m long each in 3 rows; Tie bars: 2.3m long each x 11 nos.)/ 2

(iv) Labour for Driving Eucallyptus Bullah Piles (100mm dia 2.8m to be driven)

(v) Labour for Driving Eucallyptus Bullah Piles (100mm dia 2.5m to be driven)

(viii) Supply of empty cement bags ({(15x1.2x0.45*2) cum / 0.028} cum per bag = 578.6 say 579 bags)

(ix) Labour for filling empty cement bags with earth ({(15x1.2x0.45*2) cum / 0.028} cum per bag = 578.6 say 579 bags)

(x) Earth for filling (Unit Rate Item No. 3.3 , Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from June 2006])





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II. 150 mm dia. 5.0m long bullahUnit = m

Taking output = 15 m m

a) Material & Labour

m 205.00 119.00 24395.00

m 27.50 56.00 1540.00

m 35.60 56.00 1993.60

m 135.30 46.00 6223.80

m 27.50 36.00 990.00

(vi) Labour for fitting & fixing m 35.60 10.50 373.80

(vii) Coal tarring sqm 58.24 7.90 460.07

(viii) Double durma mat work (in wall) sqm 0.00 42.50 0.00

no. 820.00 3.85 3157.00

no. 820.00 1.90 1558.00

cum 2.55 25.19 64.23

b) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) % 1.00 407.56

Rate for 15m length. = a+b 41163.06

Rate per m = a+b / 15 2744.20 Sub-Analysis to Item No. 1Supply of Eucallyptus Bullah

Unit = mTaking output = 1 m of 150 mm diametre

m 1.00 119.00 119.00


(i) Supplying of Eucallyptus Bullah (150mm dia 5m long each @ 37.5cm c/c = 41 nos.)

(ii) Supplying of Eucallyptus Bullah (100mm dia 2.5m long tie post each @ 150cm c/c = 11 nos.)

(iii) Supplying of Eucallyptus Bullah (100mm dia for tie and runners)(Runners: 15.3m long each in 3 rows; Tie bars: 2.3m long each x 11 nos.)/ 2

(iv) Labour for Driving Eucallyptus Bullah Piles (150mm dia 3.3m to be driven)

(v) Labour for Driving Eucallyptus Bullah Piles (100mm dia 2.5m to be driven)

(viii) Supply of empty cement bags ({(15x1.7x0.45*2) cum / 0.028} cum per bag = 819.6 say 820 bags)

(ix) Labour for filling empty cement bags with earth ({(15x1.7x0.45*2) cum / 0.028} cum per bag = 819.6 say 820 bags)

(x) Earth for filling (Unit Rate Item No. 3.3 , Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from June 2006])

Supplying 15cm dia Eucallyptus Bullah at work site including dressing & making on end pointed as per direction of PIU (dia of bullah to be measured at 1.5m from the thicker end)


Unit Rate Item No. 6, Page 41 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]





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Supply of Eucallyptus Bullah

Unit = mTaking output = 1 m of 125 mm diametre

m 1.00 75.00 75.00

Rate per m = a 75.00 Supply of Eucallyptus Bullah

Unit = m

Taking output = 1 m of 100 mm diametre

m 1.00 56.00 56.00

Rate per m = a 56.00 Labour for Driving Eucallyptus Bullah Piles 150mm dia

Unit = m

m 1.00 46.00 46.00

Rate per m = a 46.00 Labour for Driving Eucallyptus Bullah Piles 100mm dia

Unit = m

m 1.00 36.00 36.00


Supplying 12.5cm dia Eucallyptus Bullah at work site including dressing & making on end pointed as per direction of PIU (dia of bullah to be measured at 1.5m from the thicker end)



Supplying 10cm dia Eucallyptus Bullah at work site including dressing & making on end pointed as per direction of PIU (dia of bullah to be measured at 1.5m from the thicker end)



Labour for driving Eucallyptus 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.

Taking output = 1 m of 150 mm diametre (under considerable standing water)




Taking output = 1 m of 100 mm diametre (under non-considerable standing water)







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Labour for Driving Eucallyptus Bullah Piles

Unit = m

m 1.00 41.00 41.00

Rate per m = a 41.00 Sub-Analysis

Labour for Fitting and Fixing

Unit = mTaking output = 1 m

m 1.00 10.50 10.50

Rate per m = a 10.50 Coal TarringCoal Tarring 2 (Two) coats including cost of materialsUnit = sqm

Taking output = 1 sqm

sqm 1.00 7.90 7.90

Rate per sqm = a 7.90 Durma Mat Works

Unit = 1 sqm.Taking output = 1 sqm.

sqm 1.00 42.50 42.50

Rate per sqm = a 42.50 Labour for filling empty cement bags

Unit = 100 nos.Taking output = 100 nos.


Taking output = 1 m of 125 mm diametre (under non-considerable standing water)



Labour for fitting and fixing 10cm to 13cm dia Eucallyptus as ties and runners including necessary nails, bolts and nuts.





Durma mat works strengthened with split bamboo placed bothways (225mm apart) both sides and tied together fitted and fixed complete (but excluding the cost of supporting frame work).A) Double durma mat work (in wall)


Unit Rate Item No. 27, Page 404 of SOR (Section 1 Building works), PWD, GoWB [effective from 01/04/07]

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.





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% Nos. 1.00 190.00 190.00

Rate per %Nos. = a 190.00 Rate per Nos. = a/100 1.90

Supplying (empty cement bags)Supplying (empty cement bags) in good condition.Unit = 100 nos.Taking output = 100 nos.

% Nos. 1.00 385.00 385.00

Rate per %Nos. = a 385.00 Rate per Nos. = a/100 3.85

2 Boulder Sausage


cum 1.00 600.65 600.65

(b) MaterialsBoulder cum 0.90 1283.18 1154.86


Rate per cum = a+b 1773.072 Close Bamboo Piling

i) With bamboo of length above 2.0m and upto 2.50m each

Unit = m

m 1.00 794.00 794.00





Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection.


Unit Rate Page 42 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Close bamboo piling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction.

Taking output = 1 m (with bamboo of length above 2.0m and upto 2.50m each)






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Unit = m

m 1.00 980.00 980.00




ii) With bamboo of length above 2.50m and upto 3.00m each

Taking output = 1 m (with bamboo of length above 2.5m and upto 3.0m each)






1

19

02 Restoration of Rain Cuts


cum 1.00 122.80 122.80



2

19

03 Maintenance of Earthen Shoulders

Unit = sqm


sqm 1.00 19.70 19.70



2

19

03 Maintenance of Earthen Shoulders

Unit = sqm


sqm 1.00 7.85 7.85



RATE ANALYSIS: ROUTINE MAINTENANCE WORKS

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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 of Specification of Rural Roads.

(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% [Manual Means]


Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 100m as per technical specification Clause 1903 of specification of Rural Roads.



Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification Clause 1903 of Specification of Rural Roads.







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3

50

2,

50

3 &

50

4 Maintenance of Bituminous surface Road


cum 1.00 1205.80 1205.80

(b) MaterialsBitumen Emulsion kg 11.95 40.78 487.37 Bitumen kg 60.00 48.69 2921.20 37.5 to 25mm aggregate cum 0.212 1498.18 317.61 25 to 10mm aggregate cum 0.637 1458.18 928.86 10 to 5mm aggregate cum 0.354 1213.18 429.47 5mm and below aggregate cum 0.210 1102.18 231.46



4

19

04 Patch Repair

Unit = sqm


sqm 1.00 48.45 48.45

(b) MaterialsBitumen kg 2.34 48.69 113.93 Crushed stone aggregate cum 0.027 1213.18 32.76 Sand (Coarse) cum 0.006 887.00 5.32 c) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 2.00


Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm BM using 40mm nominal size coarse aggregate (grade R materials and 3.50% Bitumen applying bitumen emulsion tack coat on sides and on bottom @ 9 kg/ 10 sqm as per technical specifications Clause 502, 503 & 504.



Patch repair on already filled pot holes with 75mm BM with 20mm premix carpet and seal coat as per drawings and technical specification Clause 1904.2







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5

19

07 Maintenance of Drain

Unit = mTaking output = 1 m

m 1.00 1.25 1.25



6

19

08 Maintenace of HP Culverts

Unit = Each HP culvertTaking output = 1 No.

1.00 585.00 585.00


Rate per HP culvert = a+b 590.85

7

19

08 Maintenace of Slab Culverts

Unit = Each culvertTaking output = 1 No.

1.00 936.00 936.00

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 9.36 Rate per culvert = a+b 945.36

Maintenance of drains including erosion, repair, clearing, cleaning, reshaping regarding deepings of side drains as well as catch water drains as per technical specification Clause 1907 of Specification of Rural Roads.



Maintenance of Hume pipe culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of Specification of Rural Roads including cost of cement, sand, brick, boulders etc.


Each HP

culvertUnit Rate Item No. 15.7, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]

Maintenance of slab type culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work. Removal of debris, providing boulders and protection work and painting as per technical specification Clause 1908 of Specification of Rural Roads including cost of all materials viz cement, sand, brick, boulders etc as required and as per direction complete.


Each culvert






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8

19

10 Maintenace of Road Signs

Unit = kmTaking output = 1 km

km 1.00 805.40 805.40

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 8.05 Rate per km = a+b 813.45

9

19

12 Maintenace of 200m, kilometre stone

Unit = kmTaking output = 1 km

km 1.00 530.95 530.95


Rate per km = a+b 536.26 10

19

15 White washing of of Parapet walls of CD work


sqm 1.00 11.50 11.50



Maintenance of road signs by way of cleaning and repainting of madatory / regulatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 of Specification of Rural Roads.



Maintenance of 200m km stone by way of rexiting of tiled stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of Specification of Rural Roads.



White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scrapping etc as per technical specifications Clause 1915 of Specification of Rural Roads.







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11

19

14

Unit = per treeTaking output = 1 tree

per tree 1.00 62.00 62.00

b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % 1.00 0.62 Rate each tree = a+b 62.62

Cutting of Branches of Trees Shrubs and Trimming of Grass and Weeds

Cutting of branches of trees shrubs from the road way or with in ROW includiing disposal of wood and leaves to suitable location as per technical specification Clause 1914 of Specification of Rural Roads.



Format: F9A

Certificate of Ground Verification from Executive Engineer / Head PIU

or

or

3. Certified that the DPR has been checked at site

1. a) Certified that the land width for the road is available and that no additional land is required.

b) Certified that the land width for the road is likely to be available as certified by the Panchayat.

2. a) Certified that no Forest Land is involved along the entire roadway.

b) Certified that the case for permission under Forest Conservation Act has been moved to the Forest Department on (Date..).

Executive EngineerW.B.S.R.D.A

Format: F9B

List of DPRs Verified on Ground

% of Total No.

1 A.EJogdola to Suowashi

WB/15/284

2 E.EJogdola to Suowashi

WB/15/284

3 S.EJogdola to Suowashi

WB/15/284

Sl. No.

DPRs Seen in Ground by

DPR Name (Road Name / Package No.)

Package No :WB/15/284COMMUNITY CONSULTATION CHECKLIST - ENGINEERING

Sl. No. Question Yes No N/A

1 Are there any flood prone areas on the road?

if yes:

1.1 Are locations specified and inspected?

1.2 Is high flood level specified for each stretch?


2

if yes:


3

4

5

6 Is there potential for double connectivity?

if yes on any 3-6:

6.1

7 Is there a need for deviations from existing track?

if yes:

7.1

7.2 Is the land availability checked?

7.3

8 Is there a need for speed brakers?

if yes:

8.1 Is location and rational for speed breakers identified?

8.2 Is rationale verified and checked on site?

8.3 Are alternative or additional locations discussed?

9

9.1

10

10.1 Is there a need for additional culverts?

10.2 If yes, are locations identified?

11

11.1 If yes, are locations identified?

Are there any locations on the road where irrigations ducts need to be provided?

Can the road be used as a short cut by through traffic?

Does the road lead to any quarries, mining areas, brick kilns, logging area, tourist attractions etc?

Are there plans to build new schools, hospitals, temples etc?

Is information on location, size and nature of additional traffic generators and specific routes obtained?

Were the proposals for deviations shown on site and explained to the community?

If there is a need for donation, were the owners consulted regarding their agreement to donate the land?

Are all existing intersections checked with the community on site?

Is the use of intersecting roads identified (e.g. school children, farm machinery etc.)?

Are proposed culvert locations verified with the community?

For DPR consultant For PIU For PIC

Documents

b Estimate & Check List