Carrige Distance of materials It e m
L o c at i o n
D i s t an c e
Aggregate Kaliagunj by Road
14
Haldia Uluberia Steel Kaliagunj Cement Kaliagunj Hume Pipe Raigunj
579 480 14 14 49
Bitumen
Road Name
Jogdola to Suowashi
From
Jogdola
To
Suowashi
Road Code
T-08
District
Uttar Dinajpur
Block
Kaliagunj
Package
WB/15/284
CUPL No
12
TR/LR
TR
Length of Road Built up Area Length for Clearing grubbing & ECOP works Length of Drain PCC U drain / Drain for conc. Pavement Trapezoidal drain PCC V shaped drain Railway Area
Length considered for WBM & bituminous layers Length considered for GSB layer Length considered for GSB 2nd layer Slab culvert/Bridge culvert approach length
Causeway length Causeway approach/rigid pavement stretch Deck slab area Slab culvert/Bridge culvert approach area Extra widening area
24894 820 24074 820 0 0 820 0
24040.90 24040.90 24040.90 33.10 0.00 0.00 0.00 136.80 1803.07
New Hard Shoulder
0.00
Concrete pavement
820.00
Intersection Rumble Strip Guard post 6 00 mm Equilateral Triangle 6 00 mm Circular 6 00 mm Square Direction Protection Work 2.0-2.5 bamboo piling 2.5-3.0 bamboo piling 4.0 m balla piling 5.0m balla piling Boulder Sausage/ Pitching
62 68 293 179 239 81 103 2740.00 0.00 0.00 0.00 2740.00 0.00
Structure Maintenance No. of new pipe culverts No of new Slab culverts No. of new bridges Total no. New structures in proposed road No. of bridges retained No. of pipe culverts retained No. of slab culverts retained Earth & Materials Cutting Earth Volume Filling Earth Volume in enbankment After Deduction of cutting Earth Earth for Embankment Filling Earth Volume in Subgrade & shoulder
1 2 3
Utility Sifting Overhead Electrical Transmission Poles Transformer Telephone Poles
25 9 0 34 5 0 6
36.00 37341.00 37305.00 64258.38
24.894
PRADHAN M ANTRI GRAM SADAK YOJANA STATE DISTRICT BLOCK PACKAGE NO CUPL No.
WEST BENGAL UTTAR DINAJPUR KALIAGUNJ WB/15/284 12
FOR JOGDOLA TO SUOWASHI ROAD
[ T-08 ] Total Length of Road
:
Total Cost of Pavement
:
Total Cost of CD Works
:
Total Cost of Protection Works
:
Total Cost of Drainage Works
:
Total Cost of Road Furniture Works
:
Total Cost of Road Safety Works
:
Others Cost
:
Total Cost of Construction
:
Cost of road Construction per km. Cost Per km (in Lakhs)
:
Corporate Office 204, Anandapally Jadavpur, Kolkata-32 Ph: 033-24738012 H.O Nataraj Bhaban, Haripal Hooghly, W.B. 712705 Ph : 03212-243965
:
24.894 Km. Rs. 103777380.00 Rs. 8379017.00 Rs. 6076991.20 Rs. 1133240.00 Rs. 388870.00 Rs. 2865368.00 Rs. 2238126.00 Rs. 124858992.20 Rs. 5015626.00 Rs. 50.16
WEST BENGAL STATE RURAL DEVELOPMENT AGENCY (WBSRDA) UTTAR DINAJPUR DIVISION Mail:
[email protected] Web: www.bpcipl.com
PRADHAN M ANTRI GRAM SADAK YOJANA STATE DISTRICT BLOCK PACKAGE NO CUPL No.
WEST BENGAL UTTAR DINAJPUR KALIAGUNJ WB/15/284 12
FOR JOGDOLA TO SUOWASHI ROAD
[ T-08 ] Total Length of Road
:
Total Cost of Pavement
:
Total Cost of CD Works
:
Total Cost of Protection Works
:
Total Cost of Drainage Works
:
Total Cost of Road Furniture Works
:
Total Cost of Road Safety Works
:
Others Cost
:
Total Cost of Construction
:
Cost of road Construction per km. Cost Per km (in Lakhs)
:
Corporate Office 204, Anandapally Jadavpur, Kolkata-32 Ph: 033-24738012 H.O Nataraj Bhaban, Haripal Hooghly, W.B. 712705 Ph : 03212-243965
:
24.894 Km. Rs. 103777380.00 Rs. 8379017.00 Rs. 6076991.20 Rs. 1133240.00 Rs. 388870.00 Rs. 2865368.00 Rs. 2238126.00 Rs. 124858992.20 Rs. 5015626.00 Rs. 50.16
WEST BENGAL STATE RURAL DEVELOPMENT AGENCY (WBSRDA) UTTAR DINAJPUR DIVISION Mail:
[email protected] Web: www.bpcipl.com
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
Proforma - B
PACKAGE SUMMARY
Package No.:
WB/15/284
State: West Bengal
Name of Road Sl. Name of the Road No. Block Code From
To
l a s o p o r P f o e p y T
District: Uttar Dinajpur
h t g n Cost of Pavement + Road e L m Safety + Road Furnitures + d k e n Drainage works s i o p (Rs. in Lakh) o r P
ECoP Works (Rs. In Lakh)
s k r o w D C f o . o N
Cost of CD works (Rs. in lakh)
16.41
34
83.79
s k r f o Cost of o w h e ) Protective t v m g i ( works (Rs. n t e c e L t in lakh) o r P
CNCPL No.: Cost of DPR Total Average Preparation Estimated Cost per works Cost (Rs.in km in (Rs. in lakh) lakh) lakh
1081.65
1
Kaliagunj
T-08
a l o d g o J
i h s a w o u S
n o i t a d a r g p U
4 9 8 + 4 2
Pavement Road Safety Road Furtinure Drainage
1037.77 28.65 3.89
0 0 . 0 4 7 2
60.77
11.33
* N - New Connectivity, U - Upgradation Prepared By:
Signature:
Technical Scrutiny done by:
Name:
Signature: Name:
Designation: Scrutinized By : Checked By:
Signature:
Signature:
Name:
Name:
Designation:
Designation:
Note: Due to non availability of locally available material the cost is in higher side
Coordinator:
Signature: Name:
5.97
1248.59
50.16
Proforma C
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)PACKAGE SUMMARY CHECK LIST FOR
P.I.U. & S.T.A.
( For Indvidual Road Works ) To be filled by PIU. West Bengal
1. Location:
State:-
2. Package No.:
WB/15/284
3. Name of the Road: 4. Length (km): 5. Estimated Cost Rs :
District:-
Uttar Dinajpur
Road Code:
Kaliagunj
Block:-
T-08
12
CUPL No.:
Jogdola to Suowashi 24+894 km
Total
In Open area: 0+820 km Average Cost : 5,015,626.00
In Built up area:
124,858,992.20
24+074 km
Item
Total Cost in Rs.
Flexible Pavement
101,250,265.05
Cost per Km. Lakhs 40.67
Rigid / Cement Concrete Pavement
2,527,114.95
1.02
Others
21,081,612.20
8.47
Total
124,858,992.20
50.16
New connectivity / Up gradation
6. Type of proposal:-
-If the proposed road is a Upgradation connectivity - Is the road a p art of core network If Yes Through Route/ Link Route No. - Name of the unconnected Target Habitation (s) (to be cross checked with CN-6)
YES / NO Through No.
T-08
Link No.
or
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) - Population sub served by the proposed road.
-
- Total Population served by the proposed road.
11523
- 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)
RR
MDR
(B)
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
- 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 a) Carriageway
YES / NO
YES / NO In the Built Up Area (m)
In the Open Area (m)
3.75
3.75
b) Roadway
5.50/6.00
7.50
c) Road Land Width
6.00/5.50
10-12
Proforma C 8. Base year traffic volume Month & Year of Traffic Volume Count = w a h s k c i R o t u A
b r o t o M / s e s r i e k t o o c S
s u b i n i M / s u B
15
0
29
19
0
21 18.0
Day 1 (6.11.2012) Day 2 (7.11.2012) Day 3 (8.11.2012)
Average
Motorised Traffic
s n a V , p e e J , s r a C
Days
Non Motorised Traffic
V C L
s k c u r T
h t i w r e s r l o i a t r c t a r T
t u o h r t i e w l r i a r o t t c a r T
0
5
4
4
21
0
4
6
0
19
0
3
0.0
23.0
0
4
ADT in the year of Traffic Count =
s e l c y C
w a t r h s a k C c i d R n a e H l c / y C
/ t r t r a a C c k e c s o l r l o u H B
n a i r t s e d e P
1
442
16
0
0
3
1
389
13
0
0
5
6
1
365
19
0
0
5.0
4
1
399.0
16
0.0
0.0
55
Growth rate adopted (%) = 10
Number of Harvesting Seasons =
69
Base Year Traffic AADT (T) =
6
Design Life =
Years 2
No. of Days in Each Harvesting Season (t) = Value of (n) assumed =
80 Cumulative ESAL =
1
72664.38
Traffic Category =
T3
9 Subgrade CBR ( for Different Sections ) = Chainage
0 + 250 L/S
3 + 490 L/S
4 + 510 R/S
4 + 995 L/S
5 + 485 R/S
8 + 670 L/S 3.87
4.14
4.05
3.96
4.20
4.05
4.32
20 + 995 R/S
21 + 520 L/S
21 + 980 R/S
22 + 450 L/S
22 + 990 R/S
23+ 495 R/S
3.87
4.08
4.14
4.41
4.05
4.14
CBR % Chainage
2 + 850 R/S
CBR %
14 + 485 R/S 4.14
10. Cost Details A.
General Costs Cost of Preparation of DPR
19 + 860 R/S
20 + 460 L/S
3.78
4.05
Cost Rs.
Cost /km (Rs)
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
Varies
101600.00
12,418,181.23
498,842.34
-
-
175 -
14327.857 -
16,692,620.12
670,547.93
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
Prime Coat
92090.245
3,214,975.18
129,146.59
Tack Coat
92093.245
932,904.57
37,475.08
92093.245
13,684,135.27
549,696.12
92093.245
4,397,452.45
176,647.08
2,527,114.95
101,515.02
Earthwork- in Filling (Embankment + Soil Subgrade & shoulder) Shoulders (If not considered in the Earthwork) Granular Sub base (Grade III) Soil + Aggregate Mix
C.Bituminous Layers
OGPC
20
Seal Coat (Type B) MPM/BBM
-
-
Surface Dressing
-
-
180
553.500
D. Cement Concrete Road Cement Concrete Pavement (Grade M30 )
Proforma C E: C D Works No. of Existing CD Works Do they require any improvement- specify the nature of improvement proposed If yes, their Number and Cost of improvement
38 Nos YES ( all are replaced) -
Location - Chainage (Similar Type of CD's may be grouped together)
Type of CD & their Nos
Total Length of Bridge/ Culvert
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)
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
430,784.00
Slab Culvert Bridge Bridge Total Cost of Proposed CD works
F. Protection works
8,379,017.00
2740.00 m (5m UC Ballah piling & Bamboo piling)
G. Pucca Side Drains (if Provided) H. Road Logo, other Road Furniture I. Any other Provisions (Please S pecify) (i) Cost of Clearing & Grubing (ii) Dismantling Cost (iii) ECoP Works (iv) Road Safety Works Total Cost of the Project (Rs) J. Utility Cost
336,587.81
Cost in Rs 6,076,991.20
Cost /Km (Rs) 244,114.69
1,133,240.00
45,522.62
388,870.00
15,621.03
114,812.28 30,208.57 1,640,670.00 2,865,368.00 124,858,992.20
4,612.05 1,213.49 65,906.24 115,102.76 5,015,625.94
6957000
K. Five Year Routine Maintenance Year Cost in lakhs I 7.30 II 8.47 III 21.83 IV 27.06 V 32.30 Total Maintenance Cost 96.95 11. Whether the road has Geometrics as per Rural Roads Mannual RRM / Latest Circulars of NRRDA.
% Cost 0.58 0.68 1.75 2.17 2.59 7.76
Cost /km 29,305.46 34,007.54 87,681.08 108,707.07 129,733.06 389,434.20 Yes
12.Whether C.D.works / Protection works are provided as per RRM / Latest Circulars of NRRDA/ Respective Codes.
Yes
13. Whether the Cost etimates are as per standerd data analysis and S.S.R.
Yes
14. Sources and the Lead distances of Materials are as under Material
Source
Earth Moorum
Local
Aggregate
Lead (km) 50m /1km Cement Emulsion
Kaliagunj Railway Yard
14
Local
-
Sand
Material
Bitumen Steel
Source
Lead (km)
Kaliagunj Uluberia
14 480
Haldia
579
Kaliagunj
14
Certified that information provided is true
Prepared By (A.E)
Checked By (E.E)
Counter Signatures of Co-ordinator STA :
Scrutinized By (S.E)
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 : (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 Network
Yes/ No
Yes / No
Is the unconnected habitation (s) part of list of unconnected Habitations as per CN-6 Yes / No Does the Proposal ensure full connectivity to Target Habitation a) If No, the name of Unconected Habitation up to which it is connected
17
b) If such Unconnected Habitation eligble Under PMGSY Are you satisfied with the following (L section, X section must be verified) Engineering Surveys Soil/ Material Investigation ( CBR, Density, LL, PI, Gradation to be verified) Traffic Surveys / Estimation Hydraulic Studies
Yes / No Yes/ No Yes / No Yes / No Yes / No Yes / No
( Catchment for structures with more than 2 Vents to be verified from topo sheet. Location and requirement of all CD structures to be verified from L section ) 18
19
In case , Traffic is projected beyond T 4 Category are you satisfied with the reason given by PIU
Yes / No
In case, sub grade CBR is less than 3; has Soil Stabilisation etc. been proposed Yes / No ( If not , s pecific Reasons given by PIU)
20
Is the design of the following elements as per Rural Roads Manul / Circulars of NRRDA: Alignment & Geometrics Location and type of CD works and
21
Side drains Integration for Cross and longitudinal Drainage Protection Works Is the design of flexible Pavement as per IRC SP: 72- 2007 and design of Rigid Pavement as per IRC SP:62- 2004 .
22
Does the Estimation Conform to Standard Rate Analysis and SSR generated for the current Phase
23
Does the proposal have provisions for PMGSY Logo Sign Boards and Information Board Km/Hm Stones Guard Stones (where necessary ) Traffic Sign Boards (as necessary)
24
Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No Yes / No
Yes / No Yes / No Yes / No
Secific Remarks, if any, by STA ( Specific remarks of STA about the overall project are necessary on each DPR)
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: Signature Name Date
Co-ordinator STA: Signature Name 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
Summary of The Project Proposals scrutinized indicating district wise details of length and cost. The summary includes the No. of Packages and total value.:
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
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:
11
Levels of response from the Senior Engineers of the Executing Agencies for the suggestions given by the STAs for revision / modifications in the DPRs.
12 If DPRs outsourced perceived level of competence of outsourced consultants and suggestions. 13
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 : Block.: Name of Block
Jogdola to Suowashi Kaliagunj Code
Package No: WB/15/284
Total No. of Habitations
Unconnected Habitations > 1000
500 - 999
#VALUE!
Kaliagunj
T-08
10
#VALUE!
Type of Proposal
No. of Roads
Total length of Roads (km+m)
No. of CD Structures
1
2
3
Upgradation (Through Road)
1
24+894
250 - 499 Total
Eligibility
#VALUE!
-
< 250
Total Eligible Habitations
-
10
Estimated Cost
4
Pavement from Format F-5 ( Rs in lakh) 5
CD Structure from Format F-2B (Rs in lakh) 6
34
1,037.77
83.79
Total [5 + 6]
No. of Unconnected Habitations Connected / Connected Habitations Benefied
7
8
1,121.56
10
FORMAT F - 2A
PRADHAN MANTRI GRAM SADAK YOJONA (PMGSY) ROADS PROPOSED IN PMGSY FOR RURAL CONNECTIVITY (PAVEMENT LAYERS) District: Uttar Dinajpur
. o N . l S
k c o l B f o e m a N
s d e n i o f i t e a n t i e b B a / H d f t e o c e e m n a n o N C From
1
j n u g a i l a K
a l o d g o J
To
i h s a w o u S
/ n ) h i o t N g ( u a d n o o r a i t h r c T g p ) u r d U U t e / ( s t a ) n i o c A C o ( s e w s t e A u o N R N
A
Package: WB/15/284
Block: Kaliagunj
d e s s e c c a y t i l i c a F
) m k ( h t g n e L d a o R
e p y T e c a f r u S g n i t s i x E
Details of Thickness & Cost for Pavement Layers (Rs in lakhs)
Details
U
U
Facility Access Code: A' for Market B' for Educational Facilities C' for Health Centre D' for Combination of any of the above
D
4 9 8 + 4 2
CUPL No.:
k c Thickness (mm) a r T n e e h t r p a y E T Cost (Rs) in lacs y l n i a M
g n i b b u r G & g n i r a e l C
5 1 . 1
g n i l t n a m s i D
0 3 . 0
k r o w h t r a E
0 2 . 4 2 1
I I I r G B S G e s a b b u S
t ) a e ) B t o 0 r ) 2 3 C e e 3 e - d p r e e k c l S y n M d d c u F ( T a a a C ( o t o B r r r t h C . T n G G t S e P a y o n e a M M & m d C e e r l B B r e l m v a 2 ( a m W W i e e a H r S C P P
175
75
75
3 9 . 6 6 1
5 5 . 3 6 1
5 1 . 7 6 1
20
8 4 . 1 4
4 8 . 6 3 1
12
e r u t i n r u F d a o R
y t e f a S d a o R
P o C E
t n e m e v ) a h P k a r L o . f t s s R o ( C l a t o T
9 8 . 3
5 6 . 8 2
1 4 . 6 1
0 8 . 9 1 9
180
7 9 . 3 4
7 2 . 5 2
0 0 . 0
FORMAT F - 2B
PRADHAN MANTRI GRAM SADAK YOJANA CROSS DRAINAGE STRUCTURES STRUCTURES
District: Uttar Dinajpur
Block: Kaliagunj
CUPL No.:
12
Package: WB/15/284 (Rs. In lakh)
k c o l . B o f N o . l S e m a N
1
2
d e a d o o R C f k o c e o m l B a N
3
4
i h s a w j o n u u 8 S g 0 1 i a o l T t a a l K o d g o J
Total
Existing CD Structure by Type / ) d d ) e e m t v + c r e Hume Pipe Agricultural m n d n e s ( Bridge Slab Culvert k o n e t Culvert Conduit b h o f i i a u t C e l u S g s n + n n e p e o d o B P L i t e d a v Length Length Dia. t i r a No. Dia Dia. (mm (mm) No. No. b e o No. (m) (m) (mm) a R S ( H 5
11
6
3 2 5 , 1 1
7
9
1
21.509
9
1x600
1
3.483
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
1
21.509
1
2x1200
1
1.928
1 4 9 1 8 + 4 1 2
29.113
1
1X1000
1
1.233
1
1.250
7.748 21.425
16
1
2.120
1
1.753
1
2.889
1
1.928
1
1.233
1
1.250
1
2.120
14
11
d e s Hume Pipe Agricultural o Bridge Slab Culvert p e r Culvert Conduit o r u p t c f u o r t t s S o Length Length C D No. Dia. (m) No. Dia. (m) No. No. l C a (m) (m) t o T
8
8
10
Details of Proposed CD Structure by Type
14
15
17
1x1.000
16
8
0
17
17
18
1x0.300
8
Assistant Engineer
0
19
1
3.0 m
1
4.0 m
s t s k n k r r ) e ) o ) o 6 6 m 6 W w F e F e F v t e t t a v g i a a a P a t c r m i m f r m n r e o o o t a o t r o F F F r s o m P m D f m C f o o o o o f l r r r t t ( s f a f ( t ( s o o o T C C
n o i t a r a p e r p R P D f o t s o C
d a o R f o t s o C l a t o T
20
21
22 22
23 23
25 25
26
9 7 . 3 8
7 7 . 0 6
3 3 . 1 1
0 8 . 9 1 9
7 9 . 5
6 6 . 1 8 0 , 1
9
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 1.PAVEMENT WORKS
AMOUNT (Rs.) 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
8,379,017.00
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
10. COST OF DPR PREPARATION (@ Rs. 24,000/- per km including PCI &Survey)
597,456.00
A. GRAND TOTAL (INCLUDING MAINTENANCE
134,553,567.20
B. GRAND TOTAL (EXCLUDING MAINTENANCE)
124,858,992.20
C. Cost Per km (Excluding Maintenance) D. Cost Per km (in Lakhs)
5,015,626.00 50.16
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: WORKS: P AVEMENT WORKS D is i s t ri ri c t Block Road
U tt t t ar ar D in i n a jp jp u r Kaliagunj Jogdola to Suowashi
e . c D n R o e N r O l f e M S e o R t
1
Package No: WB/15/284 Measurements
Brief Description of Item
No.
L ( m)
B ( m)
24074.0
8.0
D ( m)
Unit
Quantity
Rate (Rs)
Amount (Rs)
Ha
4.815
23845.70
114,812.28
cu.m cu.m
6.63 3.79
206.90 555.50
1,372.26 2105.35
m m m
0.00 156.00 48.00
82.72 112.26 192.05
0.00 17512.56 9218.40
cum
36.00
59.84
2,154.24
1 Clearing and grubbing road land 0 2 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 disp dispos osal al of unse unserv rvic icea eabl ble e mate materi rial als s and and of serviceable material to be used or auct auctio ione ned d upto upto a lead lead of 1000 1000m m incl includ udin ing g remo remova vall and and disp dispos osal al of top top orga organi nic c soil soil not exceeding 150 mm in thick ne ness as per per techn technic ical al spec specif ific icat atio ion n Clau Clause se 201 201 of specification of rural roads. (25 % of area excluding drainage area) Dismantling Work in existing Culverts
2
Dism Disman antl tlin ing g of exis existting ing stru struct ctur ures es like like culverts, bridges, retaining walls and othe otherr stru struct ctur ure e comp compri risi sing ng of maso masonr nry y, cemen cementt conc concre rete te,, wood wood work work,, stee steell work work,, incl includ udin ing g T&P T&P and and scaf scaffo fold ldin ing g wher wherev ever er 2 necessary, sorting the dismantled 0 2 material, disposal of unserviceable mat materia eriall and and stac stacki king ng the the ser service viceab able le mat materia eriall wit with all all lif lifts and lead lead of 1000 000 m as per per Tech Techni nica call Spe Specifi cifica cati tion on Claus lause e 202 of specification of Rural Roads. i) PCC ii) RCC in Superstructure Removal of Hume Pipes
2
3
2 0 2
2 0 3
Removing all types of Hume pipes and stac stacki king ng with within in a lead lead of 1000 1000m m incl includ udin ing g Eart Earthw hwor ork k and and Dism Disman antl tlin ing g of Maso Masonr nry y W or orks as per T ec echnical Specification Clause 202 of Specification of Rural Roads. i) Upto 600 mm dia ii) 600mm - 900mm dia iii) Above 900mm dia Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manu manual al mean means s for for carr carryi ying ng of cut cut eart earth h to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKS D is t ri c t Block Road
U tt ar D in a jp u r Kaliagunj Jogdola to Suowashi
e . c D R o n N e r O l f e M S e o R t
4
5
Package No: WB/15/284 Measurements
Brief Description of Item
No.
L (m)
B (m)
D (m)
Unit
Quantity
Rate (Rs)
Amount (Rs)
1 Construction of Embankment with Materials Obtained from Roadway Cutting 0 3 Construction of embankment with approved materia ls deposited at site fro m roadway cutting and excavation from drain and foundations of other structures, graded and co mpac ted to cum 36.00 meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 of specification of rural roads. 3 Construction of Embankment / Shoulder with Materials obtained from Borrow pits. 0
47.52
1,710.72
3 & 1 Construction of embankment, Sub-grade, 0 3 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 co mpac tion 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
cum
27979.000
115.34
3,227,097.86
ii) F or embankment work with a lead up to 1000m at OMC to meet 97% SPD
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
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
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKS D is t ri c t Block Road
U tt ar D in a jp u r Kaliagunj J o g d o l a to S u o w a s h i
e . c D o n R N e r O l f e M S e o R t
6
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
0.075
cum
6996.252
3.75
0.075
cum
6761.503
3.75
0.075
cum
230.625
cum
13988.380
L (m)
B (m)
D (m)
24040.90
4.05
24040.90 820.00
Rate (Rs)
Amount (Rs)
16,512,855.62
8 Construction of GSB 0 4
Construction of granular s ub-bas e 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 1 GSB On proposed carriageway in 2 nd layer of 1 GSB On proposed carriageway below 1 concrete pavement Total slab culvert / bridge approaches
1
136.80
0.175
cum
23.940
Extra widening at curve Hard shoulder Total quantity
1 0
1803.07
0.175 0.150
cum
315.537 0.000 14327.857
1152.50
2740.3125
65.6
2137.00
0.875
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
cum
Total quantity
7
179,764.50
16,692,620.12
5 Water Bound Macadam Base ; WBM Grading 2 0 4 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 s mooth 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 WBM Grading 2 for base course On proposed carriageway slab culvert / bridge approaches Extra widening at curve Total quantity
1
24040.90 3.75 136.80 1803.07
0.075 0.075 0.075
cum cum cum
6761.503 10.260 135.230 6906.993
2367.94
16,355,345.89
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKS D is t ri c t Block Road
U tt ar D in aj p u r Kaliagunj Jogdola to Suowashi
e . c D R o n N e r O l f e M S e o R t
8
Package No: WB/15/284 Measurements
Brief Description of Item
No.
L (m)
B (m)
D (m)
24040.90 3.75 136.80 1803.07
0.075 0.075 0.075
Unit
Quantity
Rate (Rs)
Amount (Rs)
cum cum cum
6761.503 10.260 135.230 6906.993
2419.99
16,714,854.90
34.91
3,214,975.18
5 Water Bound Macadam Base ; WBM Grading 3 0 4 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 sm ooth 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
9
WBM Grading 3 for base course On proposed carriageway 1 slab culvert / bridge approaches Extra widening at curve Total quantity 2 Prime coat 0 5 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 1 Annexure 3)) slab culvert / bridge approaches (Refer Annexure 3) Extra widening at curve (Refer Annexure 3) Total quantity
24040.90
3.75
sqm
90153.375
136.80
sqm
136.80
1803.07
sqm
1803.07 92093.25
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKS D is t ri c t Block Road
U tt ar D in a jp u r Kaliagunj Jogdola to Suowashi
e . c D R o n N e r O l f e M S e o R t
10
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
3.75
sqm
90153.375
slab culvert / bridge approaches
136.80
sqm
136.80
Extra widening at curve
1803.07
sqm
1803.07
L (m)
B (m)
24040.90
D (m)
Rate (Rs)
Amount (Rs)
3 Tack coat 0 5 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. On proposed carriageway
1
92093.25
Total quantity
11
10.13
932,904.57
92093.25
148.59
13,684,135.27
90153.375 136.80 1803.07 92093.25
47.75
4,397,452.45
2 . 20 mm thick Open-graded Premix carpet using 60/70 penetration grade Bitumen binder 8 0 5 Providing, laying and rolling of open graded premix surfacing of 20 mm thickness c omposed 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 80100 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. On proposed carriageway slab culvert / bridge approaches
1
24040.90
Extra widening at curve 12
3.75 136.80
sqm sqm
1803.07
sqm
Total quantity 0 Seal Coat (Type B) 1
5
90153.375 136.80 1803.07
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. On proposed carriageway slab culvert / bridge approaches Extra widening at curve Total quantity
1
24040.90
3.75 136.80 1803.07
sqm sqm sqm
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: PAVEMENT WORKS D is t ri c t Block Road
U tt ar D in aj p u r Kaliagunj Jogdola to Suowashi
e . c D R o n N e r O l f e M S e o R t
13
Package No: WB/15/284 Measurements
Brief Description of Item
No.
L (m)
B (m)
D (m)
820.00
3.75
0.180
Unit
Quantity
Rate (Rs)
Amount (Rs)
cum
553.500
4565.70
2,527,114.95
Cement Concrete Pavement 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 1 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 14days, curing compound (where specified) and water finishing to lines and grade as per drawing and T echnical Specification Clause 1501. TOTAL COST FOR PAVEMENT WORKS
103,777,380.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROAD SAFETY WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284 Measurements
Brief Description of Item
No.
8 Rumble strips 1 . 0 1 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 68 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) m Guard Post e t I w e N 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 293 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.
L (m)
B (m)
4.25
3.75
Unit
Quantity
Rate (Rs)
Amount (Rs)
sqm
1083.750
79.73
86,407.39
nos.
293
1022.12
299,481.16
D (m)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROAD SAFETY WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
3
0 0 3 & 0 0 8 , 0 0 7 1
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
179 239 81
no. no. no.
179 239 81
1,435.56 1,532.57 1,591.35
256,965.24 366,284.23 128,899.35
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 ref lective 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 103 nos. 47mm x 47mm of 12 SW G 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.
no.
103
2,284.55
235,308.65
L (m)
B (m)
Amount (Rs)
D (m)
Traffic Signs 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 ref lective 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 f irmly 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. a) 600 mm Equilateral Triangle b) 600 mm Circular c) 600 mm Square
4
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROAD SAFETY WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
0.175
cum
325.500
1152.50
375,138.75
3.00
0.075
cum
139.500
2367.94
330,327.63
10.00
3.00
0.075
cum
139.500
2419.99
337,588.61
d)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing as per technical specification 62 Clause 502 of specification of rural roads including lighting, guarding, barricading etc. complete
10.00
3.00
sqm
1860.000
34.91
64,932.60
e)
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 62 technical specification Clause 503 of specification of rural roads including lighting, guarding, barricading etc. complete
10.00
3.00
sqm
1860.000
10.13
18,841.80
L (m)
B (m)
D (m)
a)
Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per 62 Technical Specification clause 401&Table No. 401 of Specification of Rural Roads
10.00
3.00
b)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per 62 Technical Specif ication clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete
10.00
c)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, W BM grading III as per 62 Technical Specif ication clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. complete
5
Amount (Rs)
Providing Intersection Improvement
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROAD SAFETY WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
3.00
sqm
1860.000
148.59
276,377.40
3.00
sqm
1860.000
47.75
88,815.00
L (m)
B (m)
f)
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, 62 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
10.00
g)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall 62 using Type B as per technical specification Clause 510 of specification of rural roads
10.00
Amount (Rs)
D (m)
TOTAL COST FOR ROAD SAFETY WORK
2,865,368.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ECoP WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
1
Measurements Brief Description of Item
3
4
No.
Unit
Quantity
D (m)
Rate (Rs)
Amount (Rs)
L (m)
B (m)
2
24074.0
1.125
sqm
54166.500
On embankment slopes (Taking avg 1 m emb ht & length of 2 stretch excluding drainage area )
24074.0
2.236
sqm
107658.928
Total
sqm
161825.428
60% of this area is utilised for all ECoP items
sqm
97095.257
sqm
53402.391
10.96
585,290.21
sqm
14564.290
49.89
726,612.43
cum
2184.644
85.60
187,005.48
64.89
141,761.52
9 Turfing with sods 0 3 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 shoulder
2
Package No: WB/15/284
55 % area for turfing 0 Seeding and Mulching 1 3 Preparation of seed bed on prev iously laid top soil furnishing and placing of seeds, fertilizer, mulching material, applying bitum inous 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)
14564.290
2 Stripping, Storing, & Relaying Top Soil from Right-of-Way 0 3 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 14564.290 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)
0.15
2 Stripping, Storing, & Relaying Top Soil from Borrow Areas in Agriculture Fields: 0 3 Stri pping of top soi l fr om 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 14564.290 0.15 cum 2184.644 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
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION: ROAD FURNITURE WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
1
Package No: WB/15/284
Measurements Brief Description of Item
No.
Unit L (m)
B (m)
D (m)
Quantit Rate (Rs) y
Amount (Rs)
m PMGSY Informatory Sign Board with Logo e t I w e N Pr ov iding and fi xing 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. T he lower plate wi ll be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lowermost fr am e and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SW G 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 ar rows, border etc. wi ll 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) L o g o B o ard at s tartin g p o in t (A s p er fig . 107 o f Ro ad s ig n ag e u nd er PMGSY p ub lis hed b y th e NRRDA o n Dec'06)
1
(ii) L og o B oar d (A s p er fig . 5 o f Ro ad s ig nag e u nd er PMGSY p ub lis hed b y FALSE the NRRDA on Dec'06)
no.
1
5762.32
5,762.32
no.
FALSE
6222.88
0.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION: ROAD FURNITURE WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
2
Package No: WB/15/284
Measurements Brief Description of Item
No. L (m)
B (m)
Unit
Quantit Rate (Rs) y
nos.
FALSE
D (m)
Amount (Rs)
0 Logo of PMGSY Project 0 7 1 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 wi ll be welded with MS angle i ron 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 FALSE 450mm x 450mm x 600mm, 600mm below ground level. The topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SW G 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.
7509.74
0.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION: ROAD FURNITURE WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
3
4
5
6
Package No: WB/15/284
Measurements Brief Description of Item
No. L (m)
1 “Citizen’s information Board” m Pr ov iding and fi xing typical “Citizen’s e t I information Board” with Logo of w e PM GSY as per NRRDA Spec ificati ons N and Drawing having two nos. MS plate of 1m m thick 900 x 750m m 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 FALSE 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.
B (m)
Unit
Quantit Rate (Rs) y
nos.
FALSE
10486.95
0.00
FALSE
2401.99
0.00
D (m)
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standar d desi gn as per IRC : 8 fixingin position including painting and FALSE printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.
Amount (Rs)
Construction of Ordinary Kilometre St one ( 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.
25
nos.
25
1462.52
36,563.00
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standar d desi gn 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.
125
nos.
125
409.33
51,166.25
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION: CONSTRUCTION: ROAD FURNITURE WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S n N e l r D S f e R e O R M
7
Package No: WB/15/284
Measurements Brief Description of Item
Boundary Pilar : Rein Reinfo force rced d ceme cement nt concrete M 15 grade Boundary pi llllars / loca locall ston stone e of stan standa dard rd desi design gn as per per IRC IRC : 25 fixe fixed d in posi positi tio on incl includ udin ing g fini finish shin ing g and lett lette ering ring but exclu xcludi ding ng paint aintin ing g as per per draw drawin ing g and and tech techni nica call spec specif ific icat atio ion n clause 1704 of Rural roads.
No.
Unit L (m)
498
B (m)
D (m)
nos.
Quantit Rate (Rs) y
498
593.13
TOTAL COST FOR ROAD FURNITURE WORKS
Amount (Rs)
295,378.74
388,870.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: WORKS: D RAINAGE WORKS [PCC DRAIN] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S n N e l r D e R S f e O R M
1
2
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit L (m)
B (m)
Quantity
PCC DRAIN IN CONCRETE PAVEMENT STRETCHES 7 0 3 Eart Earthw hwor ork k exca excava vati tion on upto upto 3.0 3.0 m dept depth h in ordi ordina nary ry soil soil for stru struct ctur ures es as per per draw drawin ing g and Technical Specif ic ications Clause 305.1 305.1 includ including ing settin setting g out constr construct uction ion of shor shorti ting ng and and brac bracin ing, g, remo remova vall of stum stumps ps and other deleterious materials and 1.080 disp dispos osa al upto upto a lead ead of 50 m, dres dress sing ing of 2 1.00 0.900 0.600 cum sides and bottom and backfilling in trench trenches es with with excava excavated ted suitab suitable le mater material ial including pumping out water, lighting, barr barric icad adin ing, g, prot protec ecti ting ng etc. etc. comp comple lete te as per Technical Specification of Rural Roads. Providing (M - 15) for plain concrete comp comple lete te as per per draw drawiing and tech techn nica ical specification.
2
1.00
1.100
Rate (Rs)
Amount (Rs)
D (m)
0.150
cum
0.330
127.61
137.82
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
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: WORKS: PROTECTIVE WORKS District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S n N e l r D S f e R e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No. L (m)
B (m)
Unit
Quantity
Rate (Rs)
m
1918.00
2744.20
Amount (Rs)
D (m)
a) Eucallyptus Ballah Piling 0 ` Supplying, driving, f ititting and f ix ixing of Eucallyptus Bullahs by monkey in all type types s of soil soil,, driv driven en abou aboutt two two thir third d belo below w gro ground und incl ncludin uding g drivi riving ng of tie tie post ost and and fix fixing with ith half alf piece ece tie tie bar and and runne unnerrs and and plac placin ing g pile piles s in posi positi tion on,, prot protec ecti ting ng the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles includ including ing coal coal tarri tarring, ng, supply supplying ing and filli filling ng of earth filled cement bags of the same as per drawing and direction complete. i) 150 mm dia. 5.0m long bullah
Total Cost for A B) Bamboo Piling 9 2 m e t I w e N , 4 1 Close bamboo piling made of 65mm to r e 75mm t 75mm dia dia bamb bamboo oos s (in (in sing single le line line)) driv driven en p a abou half leng ength into into the the grou groun nd sid side by h aboutt hal C side, with stout stays at an interval of 1 metr metre, e, 3 nos. nos. of half half spli splitt bamb bamboo oo runn runner er 1 of same same dia. dia. fitt fitted ed and and fixe fixed d with with nail nails s etc. etc. compl. c) W ith bamboos of length between 2.50m to 3.00m each
m
822.00
989.80
5,263,375.60 5,263,375.60
813,615.60
Total Cost for B
813,615.60
TOTAL COST FOR PROTECTION WORK
6,076,991.20
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 x 300mm AGRICULTURAL CONDUIT District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t . e e p o c S N n . e r D l e R S f e O R M
1.0
Package No: WB/15/284 Measurements
Brief Description of Item Work
Providing and Laying RCC pipe NP3
Nos. L (m)
Unit
Quantity
Rate
m
10.00
1,697.95
16,980.00
Total (Rs.)
16,980.00
TOTAL COST OF 8 NOS CONDUITS (Rs.)
135,840.00
B (m)
Amount
H/D (m)
A. 300 mm dia (As Conduit)
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n . e r D l e R S f e O R M
1
x 1000mm DIA PIPE CULVERT Package No: WB/15/284
Measurements Brief Description of Item Work
Nos.
Unit
Quantity
Rate
cum
42.47
127.61
5,419.60
cum
2.27
3,877.35
8,801.58
Laying (Type A) concrete cradle bedding with M15 grade cement concrete as per Clause 1105 (i)
cum
8.12
3,769.02
30,604.44
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.
cum
22.82
3,986.48
90,971.47
m
10.00
4,856.92
48,569.20
L (m)
1 . Earthwork excavation upto 3.0 m depth in 1 1 / ordinary soil for structures as per drawing 0 0 3 and Technical Specif ications Clause 305.1 including setting out construction of
B (m)
Amount
H/D (m)
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 2
9 0 1 1 & 0 0 8
Technical
Specification
of
Rural
Roads. Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specif ication clause 802, 803, 1202,& 1203 PCC Grade M-10 Normal 1:3:6
4
) i ( 5 0 1 1 2 0 2 1 & 0 0 6
5
PCC Grade M-15 Nominal 6 Providing and laying reiforcemented 0 1 1 cement concrete Pipe NP-3 1000mm dia
3
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
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1 District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n . e r D l e R S f e O R M
6
1 . 4 1 & 1 0 3 1
x 1000mm DIA PIPE CULVERT Package No: WB/15/284
Measurements Brief Description of Item Work
Nos.
Providing and Laying Boulder Apron for
L (m)
B (m)
Unit
Quantity
Rate
Amount
cum
8.42
1,547.86
13,032.98
cum
4.30
1,807.06
7,770.36
H/D (m)
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
7
of specification of Rural Roads 5 . Providing and Laying Pitching on Slopes 4 1 & layed over prepared filter media as per 2 0 Drawing and Technical Specification 3 1 Clause 1302 of Specification of MORD
Total (Rs.) TOTAL COST OF 17 NOS CULVERTS (Rs.)
205,170.00 3,487,890.00
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1.5 m SLAB CULVERT District
Uttar Dinajpu r
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
cum
81.92
127.61
10,453.81
4 Backfilling behind abutment, wing wall, 0 return wall as per technical specification 2 1 clause 1204.3.8 3 & Providing Concrete (M-10) for Plain 2 0 4 . Concrete in open f oundations complete 2 1 1 1 as per drawing and Technical , 3 / specification clause 802, 803, 1202,& 0 3 8 0 2 1203 , 2 1 0 PCC Grade M-10 Nominal 1:3:6 8
cum
31.14
83.73
2,607.35
cum
10.24
3,877.35
39,704.06
4
cum
51.52
3,769.02
194,179.91
cum
27.87
3,986.48
111,103.20
cum
8.25
5,382.80
44,408.10
1
1 . 1 1 / 0 0 3
B (m)
Amount (Rs)
D (m)
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specif ications 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.
2
2 0 2 1 & 0 0 6
L (m)
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. PCC Grade M-15 Nominal
5
2 0 2 1 & 0 0 6
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. PCC Grade M-15 Nominal
6
4 . 1 1 / 0 0 2 1 & 0 0 8
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 RCC Grade M-25 Design Mix
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 1.5 m SLAB CULVERT District
Uttar Dinajpu r
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
7
Measurements Brief Description of Item
0 0 0 1
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
0 0 0 1
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
8
Package No: WB/15/284
No. L (m)
B (m)
Unit
Quantity
Rate (Rs)
Amount (Rs)
MT
0.458
58,477.08
26,782.50
nos.
15
103.02
1,545.30
D (m)
Total (Rs.) TOTAL COST OF 1 NOS CULVERTS (Rs.)
430,784.00 430,784.00
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 2.0 m SLAB CULVERT District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate ( Rs)
cum
82.12
127.61
10,479.33
4 Backfilling behind abutment, wing wall, 0 return wall as per technical specification 2 1 clause 1204.3.8 3 & Providing Concrete (M-10) for Plain 2 0 4 . Concrete in open foundations complete 2 1 1 1 as per drawing and Technical , 3 / specification clause 802, 803, 1202,& 0 3 8 0 2 1203 , 2 1 0 PCC Grade M-10 Nominal 1:3:6 8
cum
31.68
83.73
2,652.57
cum
10.27
3,877.35
39,820.38
4
cum
51.69
3,769.02
194,820.64
cum
28.21
3,986.48
112,458.60
cum
9.66
5,382.80
51,997.85
1
1 . 1 1 / 0 0 3
B (m)
Amount (Rs)
D (m)
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and T echni cal Speci fi cations 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 i ncluding pumping out water , lighti ng, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
2
2 0 2 1 & 0 0 6
L (m)
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. PCC Grade M-15 Nominal
5
2 0 2 1 & 0 0 6
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. PCC Grade M-15 Nominal
6
4 . 1 1 / 0 0 2 1 & 0 0 8
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 RCC Grade M-25 Design Mix
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 2.0 m SLAB CULVERT District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
7
Measurements Brief Description of Item
0 0 0 1
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
0 0 0 1
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 wi dth of the structur es with slope of 1(V): 20 (H) towards drawing face complete as per draw
8
Package No: WB/15/284
No. L (m)
B (m)
Unit
Quantity
Rate ( Rs)
MT
0.570
58,477.08
nos.
20
103.02
Amount (Rs)
D (m)
Total (Rs.) TOTAL COST OF 6 NOS CULVERTS (Rs.)
33,331.94
2,060.40
447,622.00 2,685,732.00
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 3 m SLAB CULVERT District
Uttar Dinajpu r
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate ( Rs)
cum
92.80
127.61
11,842.21
4 Backfilling behind abutment, wing wall, 0 return wall as per technical specification 2 1 clause 1204.3.8 3 & Providing Concrete (M-10) for Plain 2 0 4 . Concrete in open f oundations complete 2 1 1 1 as per drawing and Technical , 3 / specification clause 802, 803, 1202,& 0 3 8 0 2 1203 , 2 1 0 PCC Grade M-10 Nominal 1:3:6 8
cum
40.95
83.73
3,428.74
cum
11.60
3,877.35
44,977.26
4
cum
58.91
3,769.02
222,032.97
cum
32.53
3,986.48
129,680.19
cum
15.42
5,382.80
83,002.78
1
1 . 1 1 / 0 0 3
B (m)
Amount (Rs)
D (m)
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specif ications 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.
2
2 0 2 1 & 0 0 6
L (m)
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. PCC Grade M-15 Nominal
5
2 0 2 1 & 0 0 6
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. PCC Grade M-15 Nominal
6
4 . 1 1 / 0 0 2 1 & 0 0 8
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 RCC Grade M-25 Design Mix
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 3 m SLAB CULVERT District
Uttar Dinajpu r
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
7
Measurements Brief Description of Item
0 0 0 1
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
0 0 0 1
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
8
Package No: WB/15/284
No. L (m)
B (m)
Unit
Quantity
Rate ( Rs)
Amount (Rs)
MT
0.719
58,477.08
42,045.02
nos.
25
103.02
2,575.50
D (m)
Total (Rs.) TOTAL COST OF 1 NOS CULVERTS (Rs.)
539,585.00 539,585.00
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 4.0 m SLAB CULVERT District
Malda
Block
Ratua I
Road
B h r a m a r p u r - T a l p ar a p u r
. o c t e e . p o c S N n l e r D e R S f e O R M
Package No: WB/15/284 Measurements
Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
cum
141.73
127.61
18,086.17
4 Backfilling behind abutment, wing wall, 0 return wall as per technical specification 2 1 clause 1204.3.8 3 & Providing Concrete (M-10) for Plain 2 0 4 . Concrete in open f oundations complete 2 1 1 1 as per drawing and Technical , 3 / specification clause 802, 803, 1202,& 0 3 8 0 2 1203 , 2 1 0 PCC Grade M-10 Normal 1:3:6 8
cum
86.64
83.73
7,254.37
cum
17.72
3,877.35
68,706.64
4
cum
99.36
3,769.02
374,489.83
cum
121.01
3,986.48
482,403.94
cum
17.68
5,382.80
95,167.90
1
1 . 1 1 / 0 0 3
B (m)
Amount (Rs)
D (m)
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specif ications 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.
2
2 0 2 1 & 0 0 6
L (m)
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. PCC Grade M-15 Nominal
5
2 0 2 1 & 0 0 6
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. PCC Grade M-15 Nominal
6
4 . 1 1 / 0 0 2 1 & 0 0 8
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 RCC Grade M-25 Design Mix
FORMAT: F7 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR CROSS DRAINAGE WORKS: 4.0 m SLAB CULVERT District
Malda
Block
Ratua I
Road
B h r a m a r p u r - T a l p ar a p u r
. o c t e e . p o c S N n l e r D e R S f e O R M
7
Package No: WB/15/284 Measurements
Brief Description of Item
No.
0 0 0 1
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
0 0 0 1
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the f ull width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing
8
L (m)
B (m)
Unit
Quantity
Rate (Rs)
Amount (Rs)
MT
0.846
58,477.08
49,471.61
nos.
35
103.02
3,605.70
D (m)
Total (Rs.) TOTAL COST OF 1 NOS CULVERTS (Rs.)
1,099,186.00 1,099,186.00
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [FIVE YE D is t ri c t
U tt ar D in a jp u r
Block
Kaliagunj
Road
Jogdo la to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
1
Brief Description of Item
Package No: WB/15/284
1 st year
2 nd year
3 rd year
4 th year
5 th year
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
2 0 Restoration of rain cuts: Restoration of 9 1 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 260,516.49 312,619.79 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.
2
3
364,723.08
416,826.38
468,929.68
Ear the n shoulders (Filling with selected soil): Making up loose of material / irregularities on shoulders to the design level by adding fresh approved selected soil and 232,214.29 278,657.31 compecting with appropriate equipment at OMC upto a lead of 1000 m as per Technical specification clause 1903 of specification of rural road.
325,100.13
371,542.95
417,985.77
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.
129,549.95
148,057.07
166,564.18
3 0 Maintenance of 9 1
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
92,535.65 111,042.84
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 S65 ) app lyin g Bi tumen emu lsion 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.
-
-
864,719.98
1,152,959.97
1,441,199.96
Patch Repairing on already filled pot ho les with 75 mm BM. W ith 20mm PC & SC type as p er d ra win gs a nd te ch nical specification clauses 1904.2.
-
-
354,375.86
472,503.68
590,631.50
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [FIVE YE D is t ri c t
U tt ar D in a jp u r
Block
Kaliagunj
Road
Jogdo la to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
4
Brief Description of Item
i i) Ma inte nance of sla b 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 pai nti ng as per drawin g and tech nical specification clause 1908 of specification of rural roads.
3 rd year
4 th year
5 th year
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
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
10,125.01
10,125.01
10,125.01
10,125.01
10,125.01
6,674.83
6,674.83
6,674.83
6,674.83
6,674.83
28,922.18
28,922.18
28,922.18
28,922.18
28,922.18
2 1 Ma intenanance of 2 00 metre and km 9 1 stones: Main tena nance of 20 0 me tre kilometre stone by way of refixing of titled stone s re pai ri ng with cement mo rtar, 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.
7
2 nd year
t n ) . u s o R ( m A
0 Maintenance of Road Signs: 1 9 1 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-incharge and technical specifications clause 1910 of specification of rural roads.
6
1 st year
8 Maintenance of culverts 0 9 i ) Ma inte nance o f h ume p ipe cu lvert by 1 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.
5
Package No: WB/15/284
5 White Washing of parapet walls of CD 1 9 1 w ork a nd 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.
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [FIVE YE D is t ri ct
U tt ar D i n aj pu r
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D S f e R e O R M
8
Package No: WB/15/284
1 st year
2 nd year
3 rd year
4 th year
5 th year
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
t n ) . u s o R ( m A
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
Brief Description of Item
4 Cutting of branches of tree shrubs and 1 9 1 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.
31,184.76
FORMAT: F6 ARS]
Item wise Cost
1,823,615.42
1,625,500.46
647,749.68
3,458,879.91
1,417,511.04
FORMAT: F6 ARS]
Item wise Cost
147,712.50
189,072.00
50,625.06
33,374.14
144,610.90
FORMAT: F6 ARS]
Item wise Cost
155,923.80
9,694,575.00
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [1st YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284
Measurements Brief Description of Item
No.
2 0 9 1 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 2 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 1545 commercial vehicles per day) 3 Maintenance of Earthen shoulders 0 9 (Filling with selected soil): Making up 1 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 2 specification of rural road. (For medium rainfall 10% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 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 2 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 1545 commercial vehicles per day)
Unit
Quantity
Rate (Rs)
cum
2100.431
124.03
260,516.49
1.875
sqm
11669.06
19.9
232,214.29
1.875
sqm
11669.06
7.93
92,535.65
L (m)
B (m)
D (m)
1867.05
1.875
0.300
3111.75
3111.75
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [1st YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
3
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
Package No: WB/15/284
Measurements Brief Description of Item
No.
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 S65) 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. W ith 20mm PC & SC type as per drawings and technical specification clauses 1904.2
4
-
8 Maintenance of culverts 0 9 i) Maintenance of hume pipe culvert by 1 way of clearing, cleaning, erosion repair, repairs to cracks ,parapet wall and protection works as per drawing and technical specification clause 1908 of 25 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 20 clause 1908 of specification of rural roads Twice in a year (Total qty=Qty provided x 2)
5
0 Maintenance of Road Signs: 1 9 Maintenance of road signs by way of 1 cleaning & repairing of mandatory / regulatory / cautionary / informatory and place identification sign board as per drawing and direction of Engineering-incharge and technical specifications clause 1910 of specification of rural roads. Once in two years (Total length=Length/2)
Unit
Quantity
Rate (Rs)
-
cum
-
6586.99
-
-
-
sqm
-
202.46
-
-
-
-
No.
50
590.85
29,542.50
-
-
-
No.
40
945.36
37,814.40
km
12.447
813.45
10,125.01
L (m)
B (m)
D (m)
-
-
-
24894
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [1st YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
6
7
8
Package No: WB/15/284
Measurements Brief Description of Item
No.
2 Maintenanance of 200 meter and km 1 9 stones: Maintenanance of 200 meter 1 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) 5 White Washing of parapet walls of CD 1 9 1 w ork 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 4 Cutting of branches of tree shrubs and 1 9 trimming of grass and weeds: Cutting 1 of branches of tree and shrubs from the roadway or within ROW including disposal of wood & leaves to suitable 498 location as per technical specification clause 1914 of specification of rural roads. Assuming 20 no. trees per km
L (m)
24894
B (m)
Unit
Quantity
Rate (Rs)
Amount (Rs)
km
12.447
536.26
6,674.83
sqm
2489
11.62
28,922.18
No.
498
62.62
31,184.76
D (m)
TOTAL COST FOR 1 ST YEAR MAINTENANCE WORKS
729,530.11
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [2 nd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284
Measurements Brief Description of Item
No.
2 0 9 1 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 2 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) 3 0 9 1 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 2 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 2 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)
Unit
Quantity
Rate (Rs)
cum
2520.518
124.03
312,619.79
1.875
sqm
14002.88
19.9
278,657.31
1.875
sqm
14002.88
7.93
111,042.84
L (m)
B (m)
D (m)
2240.46
1.875
0.3
3734.1
3734.1
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [2 nd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
3
4
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
Package No: WB/15/284
Measurements Brief Description of Item
No.
Unit
Quantity
Rate (Rs)
-
cum
-
6586.99
-
-
-
sqm
-
202.46
-
-
-
-
No.
50
590.85
29,542.50
-
-
-
No.
40
945.36
37,814.40
L (m)
B (m)
D (m)
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 S65) 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. W ith 20mm PC & SC type as per drawings and technical specification clauses 1904.2
-
-
8 Maintenance of culverts 0 9 1 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 25 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 20 as per drawing and technical specification clause 1908 of specification of rural roads Twice in a year (Total qty=Qty provided X 2)
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [2 nd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
5
6
7
8
Package No: WB/15/284
Measurements Brief Description of Item
No.
0 Maintenance of Road Signs: 1 9 1 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-incharge and technical specifications clause 1910 of specification of rural roads. Once in two years (Total length=Length/2) 2 1 9 Maintenanance of 200 metre and km 1 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) 5 White Washing of parapet walls of CD 1 9 1 w ork 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 4 Cutting of branches of tree shrubs and 1 9 1 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 498 location as per technical specification clause 1914 of specification of rural roads. Assuming 20 no. trees per km
Unit
Quantity
Rate (Rs)
24894
km
12.447
813.45
10,125.01
24894
km
12.447
536.26
6,674.83
sqm
2489
11.62
28,922.18
No.
498
62.62
31,184.76
L (m)
B (m)
Amount (Rs)
D (m)
TOTAL COST FOR 2 ND YEAR MAINTENANCE WORKS
846,583.62
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [3rd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284 Measurements
Brief Description of Item
No.
2 0 9 1 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 2 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 1545 commercial vehicles per day) 3 0 9 1 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 2 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 1545 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 2 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 1545 commercial vehicles per day)
Unit
Quantity
Rate (Rs)
cum
2940.604
124.03
364,723.08
1.875
sqm
16336.69
19.9
325,100.13
1.875
sqm
16336.69
7.93
129,549.95
L (m)
B (m)
D (m)
2613.87
1.875
0.3
4356.45
4356.45
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [3rd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
3
4
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
Package No: WB/15/284 Measurements
Brief Description of Item
No. L (m)
B (m)
D (m)
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 S65) applying Bitumen emulsion prime 1 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)
466.763
3.75
0.075
Patch Repairing on already filled pot holes with 75 mm BM. W ith 20mm PC & SC type as per drawings and technical specification clauses 1904.2 1 (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)
466.76
3.75
-
-
8 Maintenance of culverts 0 9 i) Maintenance of hume pipe culvert by 1 way of clearing,cleaning, erosion repair,repairs to cracks ,papapet wall and protection works as per drawing and 25 technical specification clause 1908 of specification of rural roads. Twice in a year (Total qty=Qty provided X 2)
-
Unit
Quantity
Rate (Rs)
Amount (Rs)
cum
131.277
6586.99
864,719.98
sqm
1750.350
202.46
354,375.86
No.
50
590.85
29,542.50
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [3rd YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e e . p o c S N n l e r D e R S f e O R M
4
5
6
7
8
Package No: WB/15/284 Measurements
Brief Description of Item
No.
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 20 as per drawing and technical specification clause 1908 of specification of rural roads Twice in a year (Total qty=Qty provided X 2)
0 of Road Signs: 1 Maintenance 9 1 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-incharge and technical specifications clause 1910 of specification of rural roads. Once in two years (Total length=Length/2) 2 1 9 Maintenanance of 200 metre and km 1 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) 5 White Washing of parapet walls of CD 1 9 1 w ork 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 4 Cutting of branches of tree shrubs and 1 9 1 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 498 location as per technical specification clause 1914 of specification of rural roads. Assuming 20 no. trees per km
Unit
Quantity
Rate (Rs)
No.
40
945.36
37,814.40
24894
km
12.447
813.45
10,125.01
24894
km
12.447
536.26
6,674.83
sqm
2489
11.62
28,922.18
No.
498
62.62
31,184.76
L (m)
B (m)
D (m)
-
-
-
TOTAL COST FOR 3 RD YEAR MAINTENANCE WORKS
Amount (Rs)
2,182,732.68
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [4th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284
Measurements Brief Description of Item
No.
2 0 9 1 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 2 the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road. (For medium rainfall 9.6% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 commercial vehicles per day) 3 0 9 1 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 2 Technical specification clause 1903 of specification of rural road. (For medium rainfall 16% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 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 2 clause 1903 of specification of rural road. (For medium rainfall 16% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 commercial vehicles per day)
Unit
Quantity
Rate (Rs)
cum
3360.690
124.03
416,826.38
1.875
sqm
18670.5
19.9
371,542.95
1.875
sqm
18670.5
7.93
148,057.07
L (m)
B (m)
D (m)
2987.28
1.875
0.3
4978.80
4978.80
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [4th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
3
4
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
Package No: WB/15/284
Measurements Brief Description of Item
No. L (m)
B (m)
D (m)
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 S65) applying Bitumen emulsion prime 1 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)
622.35
3.75
0.075
Patch Repairing on already filled pot holes with 75 mm BM. W ith 20mm PC & SC type as per drawings and technical specification clauses 1904.2 1 (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)
622.35
3.75
-
-
8 Maintenance of culverts 0 9 1 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 25 technical specification clause 1908 of specification of rural roads. Twice in a year (Total qty=Qty provided X 2)
-
Unit
Quantity
Rate (Rs)
Amount (Rs)
cum
175.036
6586.99
1,152,959.97
sqm
2333.813
202.46
472,503.68
No.
50
590.85
29,542.50
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [4th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
4
5
6
7
8
Package No: WB/15/284
Measurements Brief Description of Item
No.
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 20 as per drawing and technical specification clause 1908 of specification of rural roads Twice in a year (Total qty=Qty provided X 2)
0 of Road Signs: 1 Maintenance 9 1 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-incharge and technical specifications clause 1910 of specification of rural roads. Once in two years (Total length=Length/2) 2 1 9 Maintenanance of 200 metre and km 1 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) 5 White Washing of parapet walls of CD 1 9 1 w ork 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 4 Cutting of branches of tree shrubs and 1 9 1 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 498 location as per technical specification clause 1914 of specification of rural roads. Assuming 20 no. trees per km
Unit
Quantity
Rate (Rs)
No.
40
945.36
37,814.40
24894
km
12.447
813.45
10,125.01
24894
km
12.447
536.26
6,674.83
sqm
2489
11.62
28,922.18
No.
498
62.62
31,184.76
L (m)
B (m)
D (m)
-
-
-
TOTAL COST FOR 4 TH YEAR MAINTENANCE WORKS
Amount (Rs)
2,706,153.72
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [5th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
1
2
Package No: WB/15/284
Measurements Brief Description of Item
No.
2 0 9 1 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 2 the original alignment, level and slopes as per drawings and technical specification clause 1902 of specification of rural road. (For medium rainfall 10.8% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 commercial vehicles per day) 3 0 9 1 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 2 Technical specification clause 1903 of specification of rural road. (For medium rainfall 18% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 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 2 clause 1903 of specification of rural road. (For medium rainfall 18% of berm area considered & a multiplication factor of 1.25 is considered for traffic intensity 1545 commercial vehicles per day)
Unit
Quantity
Rate (Rs)
cum
3780.7763
124.03
468,929.68
1.875
sqm
21004.31
19.9
417,985.77
1.875
sqm
21004.31
7.93
166,564.18
L (m)
B (m)
D (m)
3360.69
1.875
0.3
5601.15
5601.15
Amount (Rs)
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [5th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
3
4
4 0 9 1 & 4 0 5 , 3 0 5 , 2 0 5
Package No: WB/15/284
Measurements Brief Description of Item
No. L (m)
B (m)
D (m)
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 S65) applying Bitumen emulsion prime 1 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)
777.938
3.75
0.075
Patch Repairing on already filled pot holes with 75 mm BM. W ith 20mm PC & SC type as per drawings and technical specification clauses 1904.2 1 (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)
777.94
3.75
-
-
8 Maintenance of culverts 0 9 1 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 25 technical specification clause 1908 of specification of rural roads. Twice in a year (Total qty=Qty provided X 2)
-
Unit
Quantity
Rate (Rs)
Amount (Rs)
cum
218.795
6586.99
sqm
2917.275
202.46
590,631.50
No.
50
590.85
29,542.50
1,441,199.96
FORMAT: F6 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY) COST ESTIMATE FOR ROAD CONSTRUCTION WORKS: ROUTINE MAINTENANCE WORKS [5th YEAR] District
Uttar Dinajpur
Block
Kaliagunj
Road
Jogdola to Suowashi
. o c t e . e p o c S N n l e r D e R S f e O R M
4
5
6
7
8
Package No: WB/15/284
Measurements Brief Description of Item
No.
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 20 as per drawing and technical specification clause 1908 of specification of rural roads Twice in a year (Total qty=Qty provided X 2)
0 of Road Signs: 1 Maintenance 9 1 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-incharge and technical specifications clause 1910 of specification of rural roads. Once in two years (Total length=Length/2) 2 1 9 Maintenanance of 200 metre and km 1 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) 5 White Washing of parapet walls of CD 1 9 1 w ork 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 4 Cutting of branches of tree shrubs and 1 9 1 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 498 location as per technical specification clause 1914 of specification of rural roads. Assuming 20 no. trees per km
Unit
Quantity
Rate (Rs)
No.
40
945.36
37,814.40
24894
km
12.447
813.45
10,125.01
24894
km
12.447
536.26
6,674.83
sqm
2489
11.62
28,922.18
No.
498
62.62
31,184.76
L (m)
B (m)
D (m)
-
-
-
TOTAL COST FOR 5 TH YEAR MAINTENANCE WORKS
Amount (Rs)
3,229,574.76
FORMAT - F8 District:
Uttar Dinajpur
Package : WB/15/284 Road 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 Sand (Medium) stacked at site Sand (Fine) stacked at site Silver Sand stacked at site
cum cum cum cum
887.00 572.00 378.00 207.00
1000 nos 1000 nos cum cum
6946.00 5839.00 1093.00 873.00
2. Supply of Bricks, Bats (including sorting and stacking at site)
2
1st Class Bricks Kiln Burnt 2nd Class Bricks / Picked jhama bricks Kiln Burnt Jhama metal Kiln Burnt 1st Class Bats kiln Burnt
FORMAT - F8 TABLE 2B: RATE ANALYSIS OF MATERIALS (COARSE AGGREGATE) AT SITE District: Package: Road Name:
Uttar Dinajpur WB/15/284 Jogdola to Suowashi Kaliagunj Railway Yard
Source of Material :: Average lead (km) from Local Quarry to Project CG (By road) considered in the analysis:
14 Size of Aggregates
Boulder
Ballast
Unit
g k 5 4 / 0 3
I e d a r G
I I e d a r G
I I I e d a r G
Local stone materials at quarry
cum
1058.00
1219.00
1242.00
1261.00
Loading of stone boulder by manual means including a lead up to 30m
cum
41.65
41.65
41.65
41.65
41.65
Deduction (25% of loading charges) due to no necessity / direction of stacking at site
cum
10.41
10.41
10.41
10.41
Unloading of stone boulder by manual means including a lead up to 30m
cum
20.85
20.85
20.85
Deduction (25% of unloading charges) due to no necessity / direction of stacking at site
cum
5.21
5.21
5.21
Item
Stone Screening
Chips
m m 5 . 7 3
m m 5 . 6 2
m m 4 . 2 2
m m 2 . 3 1
m m 2 . 1 1
m m 6 . 5
1346.00
1367.00
1233.00
988.00
41.65
41.65
41.65
41.65
10.41
10.41
10.41
10.41
20.85
20.85
20.85
20.85
5.21
5.21
5.21
5.21
178.30
1273.00 1330.00
Carriage cost
cum
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
Unit cum cum cum cum cum cum cum
Ditance (km) 5 5 4 0 0 0 14
t s u D e n o t S
A e p y T
B e p y T
877.00
789.00
609.00
41.65
41.65
41.65
41.65
10.41
10.41
10.41
10.41
10.41
20.85
20.85
20.85
20.85
20.85
20.85
5.21
5.21
5.21
5.21
5.21
5.21
178.30
178.30
178.30
178.30
178.30
178.30
178.30
1571.18
1592.18
1458.18
1213.18
1102.18
1014.18
834.18
CARRIAGE OF STONE METAL :
Description a) Distance carried up to 5 km b) Distance carried exceeding 5 km but up to 10 km (per km) c) Distance carried exceeding 10 km but up to 20 km (per km) d) Distance carried exceeding 20 km but up to 50 km (per km) e) Distance carried exceeding 50 km but up to 100 km (per km) f) Distance carried exceeding 100 km and up to any distance (per km) Total Carriage Cost
Rate (Rs) 10.75 9.90 9.70 9.35 8.60
Amount (Rs) Remarks 84.95 53.75 39.60 For rates Refer Table 5 at page 0.00 48 of WBSRDA Schedule of 0.00 Rates, 2011 0.00 178.30
FORMAT - F8
TABLE 3: RATE ANALYSIS OF MATERIALS (BITUMEN) AT SITE District: Package: Road Name:
Uttar Dinajpur WB/15/284 Jogdola to Suowashi
Source of Material: Average lead (km) considered in the analysis:
Haldia
Uluberia
579
480
Unit
Source-Uluberia Bitumen Bitumen Bitumen (Bulk) VGEmulsion (SS) Emulsion (RS) 30 [Haldia] (Packed) (Packed)
Bitumen (ex Haldia) (excl. overhead + contractor profit)
MT
40,970.60
34,723.27
35,770.44
Bitumen (Incl. Over head and Contractor's profit (@ 12.5%)
MT
46,091.93
39,063.68
40,241.75
MT
2,000.00
2,000.00
MT
56.55
56.55
MT
14.14
14.14
Item
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 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 B ITUMEN (IN BUL K FROM HA LDIA) :
Description
Unit
a) Distance carried upto 100 km b) Distance carried exceeding 100 km but upto 200 km (per km)
MT MT
Distance (km) 100.0
Rate (Rs)
100.0
c) Distance carried exceeding 200 km and upto any distance (per km)
4.62
MT
379.0
4.30
Total Carriage Cost
MT
579.0
Amount (Rs) Remarks 503.10 462.00 For rates Refer item no. 5 at page 10 of WBSRDA 1629.70 Schedule of Rates 2011 2594.80
CARR IAGE OF BITUMEN (IN DRUM / PACKED FRO M ULUBE RIA) :
Description
Unit
Distance (km)
Rate (Rs)
a) Distance carried upto 5 km b) Distance carried exceeding 5 km but upto 10 km (per km) c) Distance carried exceeding 10 km but upto 20 km (per km) d) Distance carried exceeding 20 km but upto 50 km (per km) e) Distance carried exceeding 50 km but upto 100 km (per km) f) Distance carried exceeding 100 km and upto any distance (per km) Total Carriage Cost
MT MT MT MT MT MT MT
5.0 5.0 10.0 30.0 50.0 380.0 480.0
73.10 6.35 6.25 5.90 5.50 4.95
Amount (Rs) Remarks 73.10 31.75 62.50 177.00 275.00 1881.00 2500.35
For rates Refer item no. 1 at page 8 of WBSRDA Schedule of Rates 2011
FORMAT - F8
TABLE 3A: RATE ANALYSIS OF MATERIALS (HUME PIPE) AT SITE District: Package: Road Name:
Uttar Dinajpur WB/15/284 Jogdola to Suowashi
Source of Material: Average lead (km) considered in the analysis: Item Ex-outlet (incl. lap length) **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)
Raigunj 49 Unit m
300 dia NP3 1,007.00
450 dia NP3 1,386.00
1000 dia NP3 4,100.00
1200 dia NP3 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
6,602.70
Description a) Distance carried upto 5 km b) Distance carried exceeding 5 km but upto 10 km (per km) c) Distance carried exceeding 10 km but upto 20 km (per km) d) Distance carried exceeding 20 km but upto 50 km (per km) e) Distance carried exceeding 50 km but upto 100 km (per km) f) Distance carried exceeding 100 km and upto any distance (per km) Total Carriage Cost of 300 mm & 450 mm dia pipe Description a) Distance carried upto 5 km b) Distance carried exceeding 5 km but upto 10 km (per km) c) Distance carried exceeding 10 km but upto 20 km (per km) d) Distance carried exceeding 20 km but upto 50 km (per km) e) Distance carried exceeding 50 km but upto 100 km (per km) f) Distance carried exceeding 100 km and upto any distance (per km) Total Carriage Cost of 1000 mm dia pipe
Unit m m m m m m m
Distance (km) 5.00 5.00 10.00 29.00 0.00 0.00 49.0
Rate (Rs)
Unit m m m m m m m
Distance (km) 5.00 5.00 10.00 29.00 0.00 0.00 49.0
Rate (Rs)
Description a) Distance carried upto 5 km b) Distance carried exceeding 5 km but upto 10 km (per km) c) Distance carried exceeding 10 km but upto 20 km (per km) d) Distance carried exceeding 20 km but upto 50 km (per km) e) Distance carried exceeding 50 km but upto 100 km (per km) f) Distance carried exceeding 100 km and upto any distance (per km) Total Carriage Cost of 1200 mm dia pipe
Unit m m m m m m m
Distance (km) 5.00 5.00 10.00 29.00 0.00 0.00 49.0
Rate (Rs)
Remarks: * Rate as per WBSRD A current schedule of rate **Refer Unit Rate Page 5 of WBSRDA SOR, GoWB 2011 CARRIAGE OF PIPE:
4.10 4.00 3.90 3.80 3.50
11.25 10.00 9.90 9.50 8.80
11.25 10.00 9.90 9.50 8.80
Amount (Rs) 34.80 20.50 40.00 113.10 0.00 0.00 208.40
Remarks
Amount (Rs) 85.90 56.25 100.00 287.10 0.00 0.00 529.25
Remarks
Amount (Rs) 85.90 56.25 100.00 287.10 0.00 0.00 529.25
Remarks
Refer Unit Rate Page 11 of WBSRDA SOR, GoWB 2011
Refer Unit Rate Page 11 of WBSRDA SOR, GoWB 2011
Refer Unit Rate Page 11 of WBSRDA SOR, GoWB 2011
FORMAT - F8
TABLE 4: RATE ANALYSIS OF MATERIALS (STEEL) AT SITE District: Package: Road Name:
Uttar Dinajpur WB/15/284 Jogdola to Suowashi Kaliagunj
Source of Material: Average lead (km) from Project CG
14 Type of Steel
Item
Unit
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. Carriage cost (Deduction due to distance < 50km) Rate at Site
Type of Steel
Tor Steel Rods / HYSD Bars / TMT Bars / Mild Steel Rods
MT
58,414.15
MT
516.05
MT
57,898.10
Tor Steel Rods / HYSD Bars / TMT Bars / Mild Steel Rods
Item
Unit
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.
MT
57,168.00
MT
516.05
MT
56,651.95
Carriage cost (Deduction due to distance < 50km) Rate at Site
CARRIAGE OF STEEL MATERIALS :
Description
Unit
a) Distance carried upto 5 km
Distance (km) diff.
Rate (Rs)
Amount (Rs)
Remarks
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
e) Distance carried exceeding 50 km but upto 100 km (per km)
MT
0
6.18
For rates Refer item no. 1b 0.00 at page 8 of WBSRDA Schedule of Rates 2011 0.00
0
5.50
0.00
f) Distance carried exceeding 100 km and upto any distance (per km) Total Carriage Cost
MT MT
14.0
516.05
FORMAT - F8
TABLE 4A: RATE ANALYSIS OF MATERIALS (CEMENT) AT SITE District: Package: Road Name:
Uttar Dinajpur WB/15/284 Jogdola to Suowashi
Source of Material:
Kaliagunj
Average lead (km) from Project CG
14
Item
Unit
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 c ar riage c os t to site & overhead & contractor's profit @ 12.5%)
MT
6,000.00
6,510.00
Carriage cost (Deduction due to diff. of distance < 50km)
MT
422.25
422.25
Rate at Site
MT
5,577.75
6,087.75
CARRIAGE OF CEMENT:
Description
Unit
Distance (km) diff.
Rate (Rs)
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
d) Distance carried exceeding 20 km but upto 50 km (per km)
MT
0
5.90
e) Distance carried exceeding 50 km but upto 100 k m (per km)
MT
0
5.50
25.00 For rates Refer item no. 1a at page 8 of 0.00 WBSRDA Schedule of 0.00 Rates 2011
f) Distance carried exceeding 100 km and upto any distance (per km)
MT
0
4.95
Total Carriage Cost
MT
14
Amount (Rs)
0.00 422.25
Remarks
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
1
1 0 2
Description
Clearing and grubbing road land 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. Unit = Hectare Taking output = 1 hectare By Manual means a) In area of non thorny jungle (a) Base rate including Labour, T & P, Machinery, overhead & Hectare 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] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
2
2 0 2
Unit
%
Quantity Rate (Rs)
1.00
23609.60
1.00
Amount (Rs)
23609.60
236.10
Rate per Hectare = a+b
23845.70
Dismantling of structures 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. (A) Plain Cement Conc rete
Unit = cum 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)
cum
1.00
%
1.00
204.85
204.85
Unit Rate Item No. 2.5 (B), Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b
2.05 206.90
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
2
2 0 2
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Dismantling of structures 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. ( B ) Re i n f o r c e d C e m e n t C o n c r e t e i n c l u d i n g c u t t i n g s t e e l bars and seperating and removing etc.
Unit = cum Taking output = 1 cum (RCC) (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
cum
1.00
%
1.00
550.00
550.00
Unit Rate Item No. 2.5 (C), Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) 3
2 0 2
5.50
Rate per cum = a+b 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.
555.50
(i) Upto 600 mm dia
By Manual means Unit = metre Taking output = 1 metre of Hume Pipe upto 600 mm dia (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] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
m
1.00
%
1.00
81.90
81.90
0.82
Rate per m = a+b
82.72
( ii ) Hu m e P i p e 6 0 0 m m t o 9 0 0 m m d i a
By Manual means Unit = metre Taking output = 1 metre of Hume Pipe 600 mm to 900 mm dia (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (600mm - 900mm dia Hume pipe)
m
1.00
%
1.00
111.15
111.15
Unit Rate Item No. 2.13 B, Page 13 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per m = a+b
1.11 112.26
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
(iii) Hum e Pipe above 900 mm d ia
By Manual means Unit = metre Taking output = 1 metre of Hume Pipe Above 900 mm dia (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% (Above 900mm dia Hume pipe)
m
1.00
%
1.00
190.15
190.15
Unit Rate Item No. 2.13 C, Page 13 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) 4
2 0 3
Rate per m = a+b 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=cum Taking output = 1 cum By Manual means (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 3.5 (i) , Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
5
0 0 3
192.05
cum
1.00
%
1.00
Rate per cum = a+b 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. Unit=cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & cum contractor's profit @ 12.5% Unit Rate Item No. 3.3 , Page 14 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b
1.90
%
59.25
59.25
0.59 59.84
1.00
1.00
47.05
47.05
0.47 47.52
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
6
. o c t e e p c S n e r D e R f e O R M
3 0 3 & 1 0 3
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
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. Unit = cum Taking output = 1 cum (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]
cum
1.00
%
1.00
114.20
114.20
i) For embankment work with a lead up to 50m at OMC to meet 97% SPD
b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
1.14
Rate per cum = a+b ii) For embankment work with a lead up to 1000m at OMC to meet 97% SPD
b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
115.34
cum
1.00
%
1.00
140.30
1.40
Rate per cum = a+b iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD
b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
141.70
cum
1.00
%
1.00
114.80
b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b
114.80 1.15
Rate per cum = a+b iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD
140.30
115.95
cum
1.00
%
1.00
140.50
140.50 1.41 141.91
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
7
1 0 4
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
GSB with well graded material (Table 400.1) 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 = cum Taking output = 1 cum For Grading-III Materials
8
5 0 4
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 4.1(A) , Page 17 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per cum 11.2mm & 5.6mm 4.75mm to 2.36mm (average of medium & coarse sand) Below 2.36mm (average of meedium & fine sand) c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c Water Bound macadam base 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 = cum Taking output = 1 cum
cum
1.00
65.60
cum cum cum
0.540 0.160 0.500
1335.68 729.50 475.00
%
1.00
65.60
721.27 116.72 237.50 11.41 1152.50
For Grading-II Materials
(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] (b) Materials per cum Grading II mateirial (Pakur) 26.5 mm (Pakur) 22.4 mm (Pakur) ii) Type B 11.2 mm for grading II (Screening)
c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c
cum
1.00
170.75
170.75
cum cum cum cum
1.167 0.098 0.055 0.267
1467.18 1555.18 1571.18 834.18
1712.20 152.41 86.41 222.73
%
1.00
23.44 2367.94
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
9
5 0 4
10
2 0 5
Description
Unit
Water Bound macadam base 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 = cum Takin out ut = 1 cum For Grading-III Materials (a) Base rate including Labour, T & P, Machinery, overhead & cum contractor's profit @ 12.5% Unit Rate Item No. 4.7 3 (A) Page 18 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per cum Grading III mateirial (Pakur) cum 26.5 mm (Pakur) cum 22.4 mm (Pakur) cum ii) Stone Screening (Type B) cum c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, % 1996) Rate per cum = a+b+c Prime coat with Bitumen Emulsion
Quantity Rate (Rs)
Amount (Rs)
1.00
170.75
170.75
0.425 0.797 0.098 0.240
1486.18 1555.18 1571.18 834.18
631.63 1239.48 153.98 200.20
1.00
23.96 2419.99
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 = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 5.1 (I) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per sqm Bitumen Emulsion (SS-1) @ 0.85 kg/sqm (avg.) c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per sqm = a+b+c
Sqm
1.00
0.90
0.90
kg
0.85
39.61
33.67
%
1.00
0.35 34.91
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
11
3 0 5
12
8 0 5
Description
Tack coat with Bitumen Emulsion Providing and applying tack coat with bitumen emulsion (RS1)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 = Sqm Taking output = 1 Sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 5.2 (I) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per sqm Bitumen Emulsion (RS-1) @ 0.225 kg/sqm c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per sqm = a+b+c 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 cutback 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 = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 5.9 (II) Page 21 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per sqm Bitumen(VG-30 grade) Crushed stone chips, 13.2 mm size @ 0.018 cum/sqm (Pakur) Crushed stone chips, 11.2 mm size @ 0.009 cum/sqm (Pakur) c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per sqm = a+b+c
Unit
Quantity Rate (Rs)
Amount (Rs)
Sqm
1.00
0.85
0.85
kg
0.225
40.78
9.18
%
1.00
0.10 10.13
Sqm
1.00
34.25
34.25
kg
1.460
48.69
71.08
cum
0.018
1592.18
28.66
cum
0.009
1458.18
13.12
%
1.00
1.47 148.59
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
13
0 1 5
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Seal Coat (Type B)
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 Unit = sqm Taking output = 1 sqm
(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] (b) Materials per sqm Bitumen (VG-30 grade) Sand / grit
14
0 1 5
c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per sqm = a+b+c
Sqm
1.00
8.85
kg cum
0.680 0.006
48.69 887.00
%
1.00
8.85
33.11 5.32 0.47 47.75
Cement Concrete Pavement
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. Unit = cum Taking output = 1 cum
(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] (b) Materials per cum Cement Coarse Sand 20 mm stone chips 10 mm stone chips
c) Add 1.0% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c
cum
1.00
795.75
795.75
kg cum cum cum
350.000 0.450 0.540 0.360
5.58 887.00 1571.18 1458.18
1952.21 399.15 848.44 524.94
%
1.00
45.20 4565.70
FORMAT - F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PAVEMENT WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
15
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Double layer brick flat soling in shoulder
d e v i r e D
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. Unit = sqm Taking output = 10 sqm a) Material & Labour (i) Laying single brick flat soling (ii) Laying single brick flat soling with cement mortar (1:6) pointing on top layer b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate for 10sqm area = a+b Rate per sqm = (a+b)/10
sqm
10.0
235.02
2350.20
sqm
10.0
246.86
2468.60
%
1.00
48.19 4866.99 486.70
S u b - A n a l y s i s t o I t em N o . 1 5 Single Brick Flat Soling
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 = sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
Unit Rate New Item No. 2, Page 20 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per sqm 1st class bricks
sqm
1.00
12.75
12.75
no.
32.00
6.95
222.27
Rate per m = a+b
235.02
Single Brick Flat Soling with cement m ortar (1:6) pointing
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. Unit = sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
Unit Rate New Item No. 2, Page 20 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per sqm 1st class bricks Cement Sand Rate per m = a
sqm
1.00
12.75
12.75
no. kg cum
32.00 1.743 0.0037
6.95 5.58 572.00
222.27 9.72 2.12 246.86
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD SAFETY WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
1
. o c t e e p c S n e r D e R f e O R M
8 1 . 0 1
Description
Rumble Strip 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 = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.18, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials 20mm thick Premix carpet Type 'B' seal coat c) Add 1% on (a+b) as per "W orkers' Welfare Cess Act, 1996)
Unit
Quantity Rate (Rs)
sqm
1.00
28.40
28.40
sqm sqm %
0.260 0.260 1.00
147.12 47.28
38.25 12.29 0.79
Rate per sqm = a+b+c 2
1 0 7 1
Amount (Rs)
Guard Post 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 = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & Each contractor's profit @ 12.5% Unit Rate New Item No. 2 Page 33 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996) % Rate per No. = a+b
79.73
1.00
1.00
1012.00
1012.00
10.12 1022.12
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD SAFETY WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
3
1 0 7 1
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Semi-reflective Traffic Signs
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. Sub Analysis M15 concrete
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Cement 37.5 mm 20 mm 10 mm Coarse Sand Form work
cum
1.00
432.30
432.30
kg cum cum cum cum %
275.00 0.480 0.240 0.080 0.480 4.00
5.58 1498.18 1571.18 1458.18 887.00
1533.88 719.13 377.08 116.65 425.76 126.90
Co s t o f 1 c u m M 15 g rad e c o n c r et e =
i) 600mm Equilateral Triangle Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.2, Page 31 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per No. M15 Grade cement concrete c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c ii) 600mm Circular Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.2, Page 31 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per No. M15 Grade cement concrete c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c
3731.71
Each
1.00
951.15
951.15
cum
0.126
3731.71
470.20
%
1.00
14.21 1435.56
Each
1.00
1047.20
1047.20
cum
0.126
3731.71
470.20
%
1.00
15.17 1532.57
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD SAFETY WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
iii) 600mm square Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.2, Page 31 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per No.
4
1 0 7 1
M15 Grade cement concrete c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c 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. Unit = Each Taking output = 1 No. a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.4, Page 31 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials per No. M15 Grade cement concrete (Ref. sub-analysis M15 grade concrete) c) Add 1% on (a+b) as per "W orkers' Welfare Cess Act, 1996)
Rate per No. = a+b+c
Each
1.00
1105.40
1105.40
cum
0.126
3731.71
470.20
%
1.00
15.76 1591.35
Each
1.00
1635.00
1635.00
cum
0.168
3731.71
626.93
%
1.00
22.62 2284.55
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ECoP WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
1
9 0 3
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Turfing with sods 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.) Unit = sqm Taking output = 1 sqm (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] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996)
2
0 1 3
Rate per sqm = a+b Seeding and Mulching 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. Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 3.13, Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996)
3
2 0 3
Rate per sqm = a+b Stripping, Storing, & Relaying Top Soil from Right-of-Way 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. Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 3.10, Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b
sqm
1.00
%
1.00
10.85
10.85
0.11 10.96
sqm
1.00
%
1.00
49.40
49.40
0.49 49.89
cum
1.00
%
1.00
84.75
84.75
0.85 85.60
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ECoP WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
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4
2 0 3
Description
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. Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 3.11, Page 15 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b
Unit
Quantity Rate (Rs)
cum
1.00
%
1.00
64.25
Amount (Rs)
64.25
0.64 64.89
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
1
. o c t e e p c S n e r D e R f e O R M
1 m e t I w e N
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
PMGSY Logo Board 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) L og o B oard at s tart in g p oin t (A s p er f ig . 107 o f Ro ad s ig n ag e u n d er PM GSY p u b lis h ed b y t h e NRRDA o n
Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% . , - , ' (b) Materials M15 Grade cement concrete (Ref. sub-analysis) c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per No. = a+b+c
Each
1.00
5250.00
5250.00
cum
0.122
3731.71
455.27
%
1.00
57.05 5762.32
(ii) L o g o B o ar d (A s p er f ig . 5 o f Ro ad s ig n ag e u n d er P M G S Y p u b l i s h e d b y t h e N R R D A o n D e c '0 6 )
Unit = Each Taking output = 1 No. (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] (b) Materials M15 Grade cement concrete (Ref. sub-analysis) c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per No. = a+b+c
Each
1.00
5706.00
5706.00
cum
0.122
3731.71
455.27
%
1.00
61.61 6222.88
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
2
0 0 7 1
Description
Unit
"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. Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & Each contractor's profit @ 12.5% Unit Rate Item No. 10.16, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials M15 Grade cement concrete (Ref. sub-analysis) c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per No. = a+b+c
Quantity Rate (Rs)
Amount (Rs)
1.00
6495.00
6495.00
cum
0.252
3731.71
940.39
%
1.00
74.35 7509.74
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
3
. o c t e e p c S n e r D e R f e O R M
1 m e t I w e N
Description
Unit
Citizen's Information Board 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 = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & Each contractor's profit @ 12.5% Unit RateNew Item No. 1, Page 33 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
Quantity Rate (Rs)
Amount (Rs)
1.00
8368.00
8368.00
cum
0.540
3731.71
2015.12
%
1.00
(b) Materials M15 Grade cement concrete (Ref. sub-analysis) c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996)
103.83
Rate per No. = a+b+c 4
3 0 7 1
Kilometre Stone (Precast) 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. Construction of 5th Kilometre Stone (Precast) Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.10, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials M15 Grade cement concrete (Ref. sub-analysis) Steel reinforcement c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c
10486.95
Each
1.00
706.90
706.90
cum kg
0.392 3.68
3731.71 56.65
1462.83 208.48
%
1.00
23.78 2401.99
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Sub Analysis M15 concrete
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Cement 37.5 mm 20 mm 10 mm Coarse Sand Form work
cum
1.00
432.30
432.30
kg cum cum cum cum %
275.00 0.480 0.240 0.080 0.480 4.00
5.58 1498.18 1571.18 1458.18 887.00
1533.88 719.13 377.08 116.65 425.76 126.90
Co s t o f 1 c u m M 15 g rad e c o n c ret e =
Construction of Ordinary Kilometre Stone (Precast) Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.10, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials M15 Grade cement concrete (Ref. sub-analysis) Steel reinforcement c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c
3731.71
Each
1.00
337.70
337.70
cum kg
0.269 1.88
3731.71 56.65
1003.83 106.51
%
1.00
14.48 1462.52
Construction of 200m Stone (Precast) Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.10, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
Each
1.00
112.85
112.85
cum
0.048
3731.71
179.12
kg
2.00
56.65
113.30
%
1.00
(b) Materials M15 Grade cement concrete (Ref. sub-analysis) Steel reinforcement c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c
4.05 409.33
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROAD FURNITURE & MISCELLANEOUS WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
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4 0 7 1
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Boundary Pilar 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. Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 10.11, Page 32 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
Each
1.00
425.85
425.85
cum
0.022
3731.71
82.10
kg
1.40
56.65
79.31
%
1.00
(b) Materials M15 Grade cement concrete (Ref. sub-analysis) Steel reinforcement (Ref. Table 4) c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per No. = a+b+c
5.87 593.13
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (PIPE CULVERT) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
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0 0 3
Description
Excavation for Structures 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 Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.1, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
5 0 1 1
1.00
%
1.00
3
126.35
cum
1.00
46.80
cum %
1.20 1.00
378.00
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.2 , Page 35 of SOR (Volume-I), WBSRDA, GoWB [ [Effective from Dec'2011]
cum
1.00
82.90
b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996)
%
1.00
Rate per cum = a+b First Class Bedding for Pipe Laying (first class) bedding on well compacted sand, moorum or approved granular materials as per Clause 1105 Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 9.2, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Fine sand c) Add 1.0% on (a) as per "W orkers' Welfare Cess Act, 1996)
5 0 3
Quantity Rate (Rs)
cum
b) Add 1.0% on (a) as per "W orkers' Welfare Cess Act, 1996)
2
Unit
Rate per cum = a+b+c Earth Filling 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.
Rate per cum = a+b
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (PIPE CULVERT) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
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6 0 1 1
Description
Unit
Quantity Rate (Rs)
Providing and Laying RCC pipe NP3
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. 1200 mm dia
Unit = m Taking output = 1 m
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
151.35
cum m %
0.007 1.00 1.00
887.00 6602.70
m
1.00
81.70
cum m %
0.005 1.00 1.00
887.00 4722.70
cum
1.00
432.30
kg cum cum cum cum % %
250.00 0.480 0.576 0.288 0.096 4.00 1.00
5.58 887.00 1498.18 1571.18 1458.18
Unit Rate Item No. 9.3A, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
(b) Materials Sand NP3 pipe (1200 mm dia) c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per m = a+b+c B. 1000 mm dia
Unit = m Taking output = 1 m
(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]
(b) Materials Sand NP3 pipe (1000 mm dia) c) Add 1% on (a+b+c) as per "Workers' W elfare Cess Act, 1996)
5
9 0 1 1
Rate per m = a+b+c PCC (M10) [Nominal mix 1:3:6]
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 = cum Taking output = 1 cum
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.4 (i), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement Coarse sand 37.5 mm 20 mm 10 mm Add 4% for form work on material cost c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per cum = a+b+c
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (PIPE CULVERT) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
6
. o c t e e p c S n e r D e R f e O R M
m e t I w e N
Description
Unit
Quantity Rate (Rs)
Providing and Laying RCC pipe NP3 A. 450 mm dia (As Conduit)
Unit = m Taking output = 1 m (a) Base rate including Labour, T & P, Machinery Unit Rate Item No. 9.3E, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Sand NP3 pipe (450 mm dia) c) Add 1% on (a+b+c) as per "W orkers' W elfare Cess Act, 1996) Rate per m = a+b+c
m
1.00
31.25
cum m
0.001 1.00
887.00 1649.00
%
1.00
m
1.00
31.25
cum m
0.001 1.00
887.00 1258.90
%
1.00
cum
1.00
432.30
kg cum cum cum cum %
275.00 0.480 0.480 0.240 0.080 4.00
5.58 887.00 1498.18 1571.18 1458.18
%
1.00
B. 300 mm dia (As Conduit)
7
9 0 1 1
Unit = m Taking output = 1 m (a) Base rate including Labour, T & P, Machinery Unit Rate Item No. 9.3E, Page 28 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Sand NP3 pipe (300 mm dia) c) Add 1% on (a+b+c) as per "W orkers' W elfare Cess Act, 1996) Rate per m = a+b+c PCC (M15): Craddle concrete 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. Unit = cum Taking output = 1 cum (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]
(b) Materials Cement Coarse sand 37.5 mm 20 mm 10 mm Add 4% for form work on material cost c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c
FORMAT: F8
Amount (Rs)
126.35
1.26 127.61
46.80
453.60 5.00 505.40
82.90
0.83 83.73
FORMAT: F8
Amount (Rs)
151.35
6.21 6602.70 67.60 6827.86
81.70
4.44 4722.70 48.09 4856.92
432.30
1394.44 425.76 862.95 452.50 139.99 131.03 38.39 3877.35
FORMAT: F8
Amount (Rs)
31.25
0.89 1649.00 16.81 1697.95
31.25
0.89 1258.90 12.91 1303.95
432.30
1533.88 425.76 719.13 377.08 116.65 126.90 37.32 3769.02
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (FOUNDATION) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
1
0 0 3
Description
Unit
Quantity Rate (Rs)
Excavation for Structures 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 Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
cum
1.00
126.35
%
1.00
cum
1.00
46.80
cum %
1.20 1.00
378.00
cum
1.00
46.80
cum %
1.20 1.00
572.00
Unit Rate Item No. 11.1, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' W elfare Cess Act, 1996)
2
5 0 1 1
Rate per cum = a+b Sand Filling in Foundation Trenches Filling in foundation trenches as per drawing and technical specification vide clause 305.3.9 of Specification of Rural Roads complete. (I) Sand filling Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.2, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Fine Sand c) Add 1.0% on (a+b) as per "Workers' W elfare Cess Act, 1996)
5 0 1 1
Rate per cum = a+b+c Filter Material Filling in Foundation Trenches 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 Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.2, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Filter Material (Medium Sand) c) Add 1.0% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per cum = a+b+c
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (FOUNDATION) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
5 0 3
Description
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. Unit = cum Taking output = 1 cum
b) Add 1.0% on (a) as per "Workers' W elfare Cess Act, 1996)
3
Quantity Rate (Rs)
Earth Filling (Marshy soil)
(a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.2, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011]
3 0 2 1 & 2 0 2 1 , 3 0 8 , 2 0 8
Unit
cum
1.00
82.90
%
1.00
cum
1.00
432.30
kg cum cum cum cum % %
250.00 0.480 0.576 0.288 0.096 4.00 1.00
5.58 887.00 1498.18 1571.18 1458.18
cum
1.00
432.30
kg cum cum cum cum % %
275.00 0.480 0.480 0.240 0.080 4.00 1.00
5.58 887.00 1498.18 1571.18 1458.18
Rate per cum = a+b Plain / Reinforced concrete in open foundation 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. I. PCC grade M10 (Nomin al mix 1:3:6)
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.4 (i), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement Coarse sand 37.5 mm 20 mm 10 mm Add 4% for form work on material cost c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per cum = a+b+c II. PCC grade M15 (Nom inal m ix 1:2.5:5)
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.4 (i), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement Coarse sand 37.5 mm 20 mm 10 mm Add 4% for form work on material cost c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per cum = a+b+c
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (FOUNDATION) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
4
. o c t e e p c S n e r D e R f e O R M
3 0 2 1 & 2 0 2 1 , 0 0 6
Description
5
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. I. Brick Masonry in 1:4 cement mo rtar
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 11.5 (ii), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials 1st class kiln burnt bricks Cement Sand
6
cum
1.00
572.00
no. kg cum %
388.0 91.20 0.25 1.00
6.95 5.58 572.00
cum
1.00
249.35
cum %
1.00 1.00
1283.18
cum
1.00
249.35
cum cum %
1.00 0.20 1.00
1283.18 1283.18
Rate per cum = a+b+c Boulder Apron 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. Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 14.1, Page 39 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Stone / Boulder (25kg minimum each) c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
2 0 3 1
Quantity Rate (Rs)
Brick Masonry work in foundation
c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
1 0 3 1
Unit
Rate per cum = a+b+c Pitching on Slopes 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. Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 14.5, Page 39 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Stone / Boulder (25 kg minimum each) Stone spalls c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate per cum = a+b+c
FORMAT: F8
Amount (Rs)
126.35
1.26 127.61
46.80
453.60 5.00 505.40
46.80
686.40 7.33 740.53
FORMAT: F8
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 37.32 3769.02
FORMAT: F8
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
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SUB-STRUCTURE) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
1
2
. o c t e e p c S n e r D e R f e O R M
4 0 2 1 & 2 0 2 1 , 4 0 6 , 2 0 6
4 0 2 1 & 2 0 2 1 , 7 0 8 , 6 0 8 , 5 0 8 , 4 0 8 , 2 0 8
Description
Unit
Quantity Rate (Rs)
Brick Masonry work in Substructure 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. I I. B r i c k M a s o n r y i n 1 : 4 c e m e n t m o r t a r
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 12.1, Page 36 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials 1st class kiln burnt bricks Cement Sand Scaffolding c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c 15mm thick Plastering
cum
1.00
600.60
no. kg cum %
388.0 91.20 0.25 5.00
6.95 5.58 572.00
%
1.00
sqm
1.00
52.35
kg cum
9.12 0.025
5.58 572.00
%
1.00
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. Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 12.3, Page 36 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement mortar (1:4): 0.024 cum Cement Sand c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per sqm = a+b+c
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SUB-STRUCTURE) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
3
4
. o c t e e p c S n e r D e R f e O R M
4 0 2 1 & 2 0 2 1 , 7 0 8 , 6 0 8 , 5 0 8 , 4 0 8 , 2 0 8
Description
Unit
Quantity Rate (Rs)
Plain / Reinforced concrete in Sub-structure 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. I. PCC grade M15 (Nomin al mix 1:2.5:5)
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 12.5, Page 36 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement Coarse sand 37.5 mm 20 mm 10 mm Add 10% for form work on material cost c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b+c 2 HYSD Bar Reinforcement 0 2 Supplying, fitting and placing HYSD bar reinforcement (Fe 1 & 415) in substructure including cost of steel materials and 0 carriage etc complete as per drawings and technical 1 0 1 specifications Clauses 1002, 1005, 1010 & 1202 of , 5 Specification of Rural Roads. 0 0 Unit = t 1 , 2 Taking output = 1 t 0 0 (a) Base rate including Labour, T & P, Machinery, overhead & 1 contractor's profit @ 12.5% Unit Rate Item No. 12.6, Page 37 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per MT = a+b+c
cum
1.00
457.25
kg cum cum cum cum %
275.00 0.480 0.480 0.240 0.080 10.00
5.58 887.00 1498.18 1571.18 1458.18
%
1.00
MT
1.00
%
1.00
56651.95
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SUB-STRUCTURE) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
5
6
. o c t e e p c S n e r D e R f e O R M
2 0 2 1 & 0 1 0 1 , 5 0 0 1 , 2 0 0 1
Description
Unit
Weepholes 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. Unit = Each Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & Each contractor's profit @ 12.5% Unit Rate Item No. 12.9, Page 37 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996) % Rate per No. = a+b+c Neat Cement Punning Neat Cement Punning on cement plaster surface including cost of cement, labour, curing and all other incidental charges. Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & sqm contractor's profit @ 12.5% Unit Rate New Item No. 1, Page 37 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] c) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996) % Rate per sqm = a+b+c
Quantity Rate (Rs)
1.00
102.00
1.00
1.00
1.00
34.25
FORMAT: F8
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
FORMAT: F8
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
FORMAT: F8
Amount (Rs)
102.00
1.02 103.02
34.25
0.34 34.59
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: CROSS DRAINAGE WORKS (SUPER STRUCTURE) District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
1
2
. o c t e e p c S n e r D e R f e O R M
4 0 2 1 & 2 0 2 1 , 7 0 8 , 6 0 8 , 5 0 8 , 4 0 8 , 2 0 8
Description
Unit
Quantity Rate (Rs)
Plain / Reinforced concrete in Super-structure 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. RCC grade M25 (As p er Mix Design)
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 13.1, Page 38 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Cement Coarse sand 20mm aggregate 10mm aggregate Add 20% for form work and staging on material cost c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b+c 2 HYSD Bar Reinforcement 0 2 Supplying, fitting and placing HYSD bar reinforcement (Fe 1 & 415) in superstructure including cost of steel materials and 0 carriage etc complete as per drawings and technical 1 0 1 specifications Clauses 1002, 1010 & 1202 of Specification of , 2 Rural Roads. 0 0 Unit = MT 1 Taking output = 1MT (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
cum
1.00
525.15
kg cum cum cum %
400.00 0.45 0.54 0.36 20.00
5.58 887.00 1571.18 1458.18
%
1.00
MT
1.00
%
1.00
Unit Rate Item No. 13.2, Page 38 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per MT = a+b
57898.10
FORMAT: F8
Amount (Rs)
525.15
2231.10 399.15 848.44 524.94 800.73 53.30 5382.80
57898.10
578.98 58477.08
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: DRAINAGE WORKS Uttar Dinajpur WB/15/284 Jogdola to Suowashi
District: Package: Road Name:
Sl No.
. o c t e e p c S n e r D e R f e O R M
1
0 0 3
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Excavation for Structures 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 Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
cum
1.00
%
1.00
126.35
126.35
Unit Rate Item No. 11.1, Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1.0% on (a) as per "Workers' Welfare Cess Act, 1996) 2
3 0 2 1 & 2 0 2 1 , 3 0 8 , 2 0 8
1.26
Rate per cum = a+b Plain / Reinforced concrete in open foundation 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.
127.61
PCC grade M15 (Nominal m ix 1:2.5:5)
Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
cum
1.00
432.30
432.30
Cement Coarse sand
kg cum
275.00 0.48
5.58 887.00
1533.88 425.76
37.5 mm
cum
0.48
1498.18
719.13
20 mm 10 mm
cum cum
0.24 0.08
1571.18 1458.18
377.08 116.65
%
4.00
126.90
%
1.00
37.32
Unit Rate Item No. 11.4 (i), Page 35 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials
Add 4% for form work on material cost c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c
3769.02
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
1
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
1 m Supplying, fitting, fixing and driving of Eucallyptus Bullah e t I Piles with Cement Bags filled with Earth w e N 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. 100 mm d ia. 4.0m long bullah
Unit = m Taking output = 15 m a) Material & Labour (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.)
m
m
164.00
56.00
9184.00
m
27.50
56.00
1540.00
m
35.60
56.00
1993.60
(iv) Labour for Driving Eucallyptus Bullah Piles (100mm dia 2.8m to be driven)
m
114.80
36.00
4132.80
(v) Labour for Driving Eucallyptus Bullah Piles (100mm dia 2.5m to be driven)
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) (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])
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
%
1.00
(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
b) Add 1% on (a+b) as per "Workers' W elfare Cess Act, 1996)
Rate for 15m length. = a+b Rate per m = a+b / 15
219.81 22200.86 1480.06
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
II. 150 mm dia. 5.0m lon g bu llah
Unit = m Taking output = 15 m a) Material & Labour
m
(i) Supplying of Eucallyptus Bullah (150mm dia 5m long each @ 37.5cm c/c = 41 nos.)
m
205.00
119.00
24395.00
(ii) Supplying of Eucallyptus Bullah (100mm dia 2.5m long tie post each @ 150cm c/c = 11 nos.)
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
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
(viii) Supply of empty cement bags ({(15x1.7x0.45*2) cum / 0.028} cum per bag = 819.6 say 820 bags)
no.
820.00
3.85
3157.00
(ix) Labour for filling empty cement bags with earth ({(15x1.7x0.45*2) cum / 0.028} cum per bag = 819.6 say 820 bags)
no.
820.00
1.90
1558.00
cum
2.55
25.19
64.23
%
1.00
(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) (vi) Labour for fitting & fixing
(x) Earth for filling (Unit Rate Item No. 3.3 , Page 12 of SOR (Volume-I), WBSRDA, GoWB [Effective from June 2006]) b) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate for 15m length. = a+b Rate per m = a+b / 15
407.56 41163.06 2744.20
Sub-Analysis to Item No. 1 Supply of Eucallyptus Bullah
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 = m Taking output = 1 m of 150 mm diametre (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
119.00
119.00
Unit Rate Item No. 6, Page 41 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
119.00
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Supply of Eucallyptus Bullah 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) Unit = m Taking output = 1 m of 125 mm diametre (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
Unit
m
Quantity Rate (Rs)
1.00
75.00
Unit Rate Item No. 6, Page 41 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
Amount (Rs)
75.00
75.00
Supply of Eucallyptus Bullah
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) Unit = m Taking output = 1 m of 100 mm diametre (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
56.00
56.00
Unit Rate Item No. 6, Page 41 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
56.00
Labour for Driv ing Eucallyptus Bu llah Piles 150mm dia
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. Unit = m Taking output = 1 m of 150 mm diametre (under considerable standing water) (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
46.00
46.00
Unit Rate Item No. 1, Page 40 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
46.00
Labour for Driv ing Eucallyptus Bu llah Piles 100mm dia
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. Unit = m Taking output = 1 m of 100 mm diametre (under non-considerable standing water) (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
36.00
36.00
Unit Rate Item No. 1, Page 40 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
36.00
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: PROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Labour for Driving Eucallyptu s Bullah Piles
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. Unit = m Taking output = 1 m of 125 mm diametre (under non-considerable standing water) (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
41.00
41.00
Unit Rate Item No. 1, Page 40 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per m = a
41.00
Sub-Analysis Labour for Fitting and Fixing
Labour for fitting and fixing 10cm to 13cm dia Eucallyptus as ties and runners including necessary nails, bolts and nuts. Unit = m Taking output = 1 m (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
10.50
10.50
Unit Rate Item No. 4, Page 40 of SOR (Volume-I), WBSRDA, GoWB Effective from Dec'2011 Rate per m = a
10.50
Coal Tarring
Coal Tarring 2 (Two) coats including cost of materials Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
sqm
1.00
7.90
7.90
Unit Rate Item No. 5, Page 40 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per sqm = a
7.90
Durma Mat Works
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 = 1 sqm. Taking output = 1 sqm. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
sqm
1.00
42.50
42.50
Unit Rate Item No. 27, Page 404 of SOR (Section 1 Building works), PWD, GoWB [effective from 01/04/07] Rate per sqm = a
42.50
Labour for filling empty cement bags
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. Unit = 100 nos. Taking output = 100 nos. (a) Base rate including Labour, T & P, Machinery, overhead & % Nos. contractor's profit @ 12.5%
1.00
190.00
190.00
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ANALYSIS:P ROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Unit Rate Item No. 13, Page 43 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] Rate per %Nos. = a Rate per Nos. = a/100
190.00 1.90
Supplying (empty cement bags)
Supplying (empty cement bags) in good condition. Unit = 100 nos. Taking output = 100 nos. (a) Base rate including Labour, T & P, Machinery, overhead & % Nos. contractor's profit @ 12.5%
1.00
385.00
385.00
Unit Rate Item No. 14, Page 43 of SOR (Volume-I), WBSRDA GoWB Effective Effective from from Dec'2011 Dec'2011 Rate per %Nos. = a Rate per Nos. = a/100
2
2
Boulder Sausage Prov Provid idin ing g and and plac placin ing g saus sausag age e wire wire crat crates es of spec specif ifie ied d size sizes s made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stit stitch chin ing g with with GI wire wire stro strong ngly ly,, fill fillin ing g up the the saus sausag age e wire wire crate crate with with appr approv oved ed ston stone e / late lateri rite te boul boulde ders rs of mini minimu mum m 25kg 25kg each each properly @ 0.90cum / cum and stitching the gap with GI wires, clos closin ing g both both ends ends wit with GI wire wire net net incl includ udin ing g lapp lappin ing g all side sides s as directed, including trimmin ming and preparation of bed by cutt cuttin ing g or fill fillin ing g eart earth h as requ requir ired ed comp comple lette incl includ udin ing g cost cost of all materials and lab labours and all incidental cha charges in this connection. Unit = cum Taking output = 1 cum (a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% Unit Rate Page 42 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Boulder c) Add 1% on (a+b) as per "Workers' Welfare Cess Act, 1996) Rate per cum = a+b Close Bamboo Piling Clo Close bamboo piling mad made of 65mm to 75mm 5mm dia bambo mboos (in (in sing single le line line)) driv driven en abou aboutt half half leng length th into into the the grou ground nd side side by side, with stout stays at an interval of 1 metre 3 nos. of half spli splitt bamb bamboo oo runne unnerr of same same dia dia fit fitted ted and and fix fixed wit with nails ails etc etc complete as per direction. i) With bamboo of length above 2.0m and upto 2.50m each Unit = m Taking output = 1 m (with ith bamboo of length above 2.0m and upto 2.50m each) (a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% Unit Unit Rate Rate Item Item No. No. 9, Page Page 42 of SOR SOR (Vol (Volum umee-I) I),, WBSR WBSRDA DA,, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996)
385.00 3.85
cum
1.00
600.65
600.65
cum
0.90
1283.18
1154.86
%
1.00
17.56 1773.07
m
1.00
%
1.00
794.00
794.00
7.94
PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ANALYSIS:P ROTECTIVE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
Description
Rate per m = a+b ii) Wit With bamboo of length above 2.50m and upto 3.00m each Unit = m Taking output = 1 m (with ith bamboo of length above 2.5m and upto 3.0m each) (a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% Unit Unit Rate Rate Item Item No. No. 9, Page Page 42 of SOR SOR (Vol (Volum umee-I) I),, WBSR WBSRDA DA,, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per m = a+b
Unit
Quantity Rate (Rs)
Amount (Rs)
801.94
m
1.00
%
1.00
980.00
980.00
9.80 989.80
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ANALYSIS:R OUTINE MAINTENANCE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
1
2 0 9 1
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Restoration of Rain Cuts Rest Restor orat atio ion n of rain rain cuts cuts with with soil soil,, moor moorum um grav gravel el or a mixt mixtur ure e of thes these, e, clea cleari ring ng the loos loose e soil soil,, bench enchin ing g for for 300m 300mm m widt width h laying fresh material in layers not exceeding 250mm and comp compac acti tion on with with plat plate e comp compac acto torr or powe powerr ramm rammer er to rest restor ore e the the origi rigin nal alig alignm nmen ent, t, leve levell and and slo slopes pes as per per drawi rawing ngs s and and tech techni nical cal speci specifi fica cati tion ons s Claus Clause e 1902 1902 of Speci Specifi fica cati tion on of Rura Rurall Roads. Unit = cum Taking output = 1 cum (a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% [Manual Means]
cum
1.00
%
1.00
122.80
122.80
Unit Rate Item No. 15.1, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "W orkers' W elfare Cess Act, 1996) 2
3 0 9 1
1.23
Rate per cum = a+b Maintenance of Earthen Shoulders Makin aking g up loss loss of mate materi rial al / irre irregu gula lari riti ties es on shou should lder ers s to the design level by adding fresh approved selected soil and comp compac acti ting ng it with with appr approp opri riat ate e equi equipm pmen entt at OMC OMC upto upto a lead lead of 100m as per technical specification Clause 1903 of specification of Rural Roads. Unit = sqm
124.03
Taking output = 1 sqm
2
3 0 9 1
(a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% Unit Rate Item No. 15.2, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per sqm = a+b Maintenance of Earthen Shoulders Stri Stripp ppin ing g exce excess ss soil soil from from the the shou should lder er surf surfac ace e to achi achiev eve e the the appr approv oved ed leve levell and and comp compac acti ting ng with with plat plate e comp compac acto torr at OMC OMC as per drawing and technica ical specif cification Clau lause 1903 903 of Specification of Rural Roads. Unit = sqm Taking output = 1 sqm (a) (a) Base Base rate rate incl includ udin ing g Labo Labour ur,, T & P, Mach Machin iner ery y, over overhe head ad & contractor's profit @ 12.5% Unit Rate Item No. 15.2, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per sqm = a+b
sqm
1.00
%
1.00
19.70
19.70
0.20 19.90
sqm
1.00
%
1.00
7.85
7.85
0.08 7.93
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
3
4
. o c t e e p c S n e r D e R f e O R M
4 0 5 & 3 0 5 , 2 0 5
4 0 9 1
Description
Maintenance of Bituminous surface Road 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. Unit = cum Taking output = 1 cum (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 15.3, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Bitumen Emulsion Bitumen 37.5 to 25mm aggregate 25 to 10mm aggregate 10 to 5mm aggregate 5mm and below aggregate c) Add 1% on (a+b) as per "W orkers' W elfare Cess Act, 1996) Rate per cum = a+b+c Patch Repair 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 Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 15.3, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] (b) Materials Bitumen Crushed stone aggregate Sand (Coarse) c) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) Rate per sqm = a+b+c
Unit
Quantity Rate (Rs)
Amount (Rs)
cum
1.00
1205.80
1205.80
kg kg cum cum cum cum
11.95 60.00 0.212 0.637 0.354 0.210
40.78 48.69 1498.18 1458.18 1213.18 1102.18
487.37 2921.20 317.61 928.86 429.47 231.46
%
1.00
65.22 6586.99
sqm
1.00
48.45
48.45
kg cum cum %
2.34 0.027 0.006 1.00
48.69 1213.18 887.00
113.93 32.76 5.32 2.00 202.46
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
5
7 0 9 1
Description
Unit
Quantity Rate (Rs)
Amount (Rs)
Maintenance of Drain 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. Unit = m Taking output = 1 m (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5%
m
1.00
%
1.00
1.25
1.25
Unit Rate Item No. 15.6, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996)
0.01
Rate per m = a+b 6
8 0 9 1
1.26
Maintenace of HP Culverts 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. Unit = Each HP culvert Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & contractor's profit @ 12.5% Unit Rate Item No. 15.7, Page 44 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996)
ac HP
1.00
%
1.00
585.00
5.85
Rate per HP culvert = a+b 7
8 0 9 1
Maintenace of Slab Culverts 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. Unit = Each culvert Taking output = 1 No. (a) Base rate including Labour, T & P, Machinery, overhead & Each contractor's profit @ 12.5% culvert Unit Rate Item No. 15.7, Page 45 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % Rate per culvert = a+b
585.00
590.85
1.00
1.00
936.00
936.00
9.36 945.36
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
8
0 1 9 1
9
10
2 1 9 1
5 1 9 1
Description
Unit
Maintenace of Road Signs 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. Unit = km Taking output = 1 km (a) Base rate including Labour, T & P, Machinery, overhead & km contractor's profit @ 12.5% Unit Rate Item No. 15.9, Page 45 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % Rate per km = a+b Maintenace of 200m, kilometre stone 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. Unit = km Taking output = 1 km (a) Base rate including Labour, T & P, Machinery, overhead & km contractor's profit @ 12.5% Unit Rate Item No. 15.11, Page 45 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % Rate per km = a+b White washing of of Parapet walls of CD work W hite 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. Unit = sqm Taking output = 1 sqm (a) Base rate including Labour, T & P, Machinery, overhead & sqm contractor's profit @ 12.5% Unit Rate Item No. 15.13, Page 45 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % Rate per sqm = a+b
Quantity Rate (Rs)
1.00
805.40
1.00
Amount (Rs)
805.40
8.05 813.45
1.00
530.95
1.00
530.95
5.31 536.26
1.00
1.00
11.50
11.50
0.12 11.62
FORMAT: F8 PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)
RATE ANALYSIS: ROUTINE MAINTENANCE WORKS District: Uttar Dinajpur Package: WB/15/284 Road Name: Jogdola to Suowashi
Sl No.
. o c t e e p c S n e r D e R f e O R M
11
4 1 9 1
Description
Unit
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. Unit = per tree Taking output = 1 tree (a) Base rate including Labour, T & P, Machinery, overhead & per tree contractor's profit @ 12.5% Unit Rate Item No. 15.12, Page 45 of SOR (Volume-I), WBSRDA, GoWB [Effective from Dec'2011] b) Add 1% on (a) as per "Workers' Welfare Cess Act, 1996) % Rate each tree = a+b
Quantity Rate (Rs)
1.00
1.00
62.00
Amount (Rs)
62.00
0.62 62.62