SOUTH EASTERN RAILWAY

Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code

Rate Analysis of Proposed ROB (Span- 1x61m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
Accepted Rate of LOA No:
Earthwork in excavation by mechanical means SER-CONST-HQ-ENGG
1 (Hydraulic Excavator)/Manual Meansfor foundation /4402-GRC-CE-C-HQ-22-
sand floors of the bridges,retaining walls etc. 2023 /00836100086727
Dated: 01.05.2024.

Schedule B Item No 022011.

(a) All kinds of soils Cum 747.825 215.91 161463.00 161463.00
(205.63 , 5% above)

Schedule B Item No 022012.

(b) Softrock (not requiring blasting) Cum 112.1738 449.26 50395.00 50395.00
(427.87, 5% above)

Boring, providing and installation of bored cast in-situ

Accepted Rate of LOA No:
Reinforced Cement Concrete piles using Hydraulic
SER-CONST-HQ-ENGG /
piling Rig of specified diameter and length below pile
4403- GRC-CE-C-HQ-23-
2 cap of specified grade with Design Mix Cement
2023 / 00914630083278.
Concrete, ........., pumping and bailing out water
Dated 01.08.2023. Bid Rate
complete in all respect as per approved drawing,
58% Above
specification and direction of the Engineer in charge.

1200mm diameter (30 Nos Piles at Abutment location, Scdule B item No-
a Meter 900 13,296.62 11966958.00 11966958.00
Length-25m) 022092. (8415.58+ 58% )

Accepted Rate of LOA No:

Providing, fabricating and installing permanent casing SER-CONST-HQ-ENGG /
pipe for bored piles for all diameters with specified 4403-
thickness of steel plate including all labour, materials, GRC-CE-C-HQ-23-2023 /
3 MT 28.410 1,06,545.26 3026956.00 3026956.00
tools & complete as per approved drawing & 00914630083278. Dated
specifications complete in all respect as per the 01.08.2023. Scdule C item
direction of Engineer in charge. No 022100-(Bid Rate
112152.91-5%).

Providing and laying in position Plain cement concrete

4 of specified Nominal Mix for miscellaneous works
likeside drains, foundation for OHE masts

1:2:4 (1 cement:2 sand:4 graded stone aggregate 2473.31+Escl. 1.176% , GST

(a) Cum 34.02 2,636.80 89704.00 89704.00
20mm nominal size) 5.371% . USSOR. -022032

Accepted Rate of LOA No:

Providing and laying in position machine batched, SER-CONST-HQ-ENGG /
machine mixed and machine vibrated Cement 4403-
5 Cum
Concrete of specified grade as per approved Design GRC-CE-C-HQ-23-2023 /
Mix 00914630083278. Dated
01.08.2023.

Scdule B item No- 022040

a) Pile Cap at Abutment Location Cum 497.988 4,137.63 2060490.00 2060490.00 Bid Rate 58% Above (Base
RATE 2618.75+58%)

Accepted Rate of LOA No:

SER-CONST-HQ-ENGG /
Providing and laying in position machine batched,
4403-
machine mixed and machine vibrated Cement
6 0.00 GRC-CE-C-HQ-23-2023 /
Concrete of specified grade as per approved Design
00914630083278. Dated
Mix
01.08.2023. Bid Rate 58%
Above
Scdule B item No- 022051
a Abutment Shaft & Pier Cum 145.212 4,264.77 619297.00 619297.00 (2699.22+58%)

Scdule B item No- 022052

b Wing wall and Return wall Cum 95.457 4,264.77 407101.00 407101.00
(2699.22+58%)
Abutment cap, Pier Cap, Inspection Platform & Scdule B item No- 022053
c Pedestal over Pier cap, Fender wall, Diphragm wall Cum 58.787 4,328.35 254449.00 254449.00 (2739.46+58%)
etc.
Approach slab at formation level,Dirt wall/ballast wall Scdule B item No- 022054
d Cum 95.35 4,201.20 400584.00 400584.00 (2658.99+58%)
at formation level
Scdule B item No- 022054
e Concrete Crash Berior both sides of ROB Cum 37.286 4,201.20 156646.00 156646.00 (2658.99+58%)
 SOUTH EASTERN RAILWAY
Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
Accepted Rate of LOA No:
SER-CONST-HQ-ENGG /
4403-
Centering and shuttering including strutting,
7 0.00 GRC-CE-C-HQ-23-2023 /
propping etc. And removal of form for:
00914630083278. Dated
01.08.2023. Bid Rate 58%
Above

All types of bridge sub-structures, e.g.pier, abutment,

wing wall, retaining wall, RCC box type foundations,
Scdule B item No- 025031
a Abutment cap, Pier Cap, Inspection Platform& Sqm 2662 1,065.74 2837000.00 2837000.00
(674.52+58%)
Pedestal over Pier cap, Fender wall, Diaphragm wall
etc.up to5 m above ground level.
Supplying and laying of Uni-Axial Woven Polyster
DSR-2021 vide item
8 Geogrid conforming to MORTH 3100 and IRC-113,as 0.00
no.26.84
soil reinforcement/basal reinforcement
Uni Axial Woven polyster geogrid ofminimum tensile DSR-2021 vide item
(a) strength 60KN/m in the Longitudinal direction and Sqm 60450 321.6 19440720.00 19440720.00 no.26.84.2. (DSR Rate
20KN/min the Transverse direction. 268+20% )
Construction of reinforced earth retaining walls with
9 Rm 0.00
facia panels in M-35 grade concrete

(i) 5m Ht. Retaining wall Rm 200 1,13,705.00 22741000.00 22741000.00 RA-1530/1

(ii) 4m Ht. Retaining wall Rm 300 80,919.00 24275700.00 24275700.00 RA-1530/3 A

(iii) 3m Ht. Retaining wall Rm 300 60,689.00 18206700.00 18206700.00 RA-1530/3

(iv) 2m Ht. Retaining wall Rm 200 40,459.00 8091800.00 8091800.00 RA-1530/3 B

Conducting load test of a single pile up to specified

capacity in accordance with IS:2911 (Part-IV) Accepted Rate of LOA No:
including installation of loading platform and SER-CONST-HQ-ENGG /
preparation of pile head or construction of test cap 4403-
10 and dismantling of test cap after test etc. with all 0.00 GRC-CE-C-HQ-23-2023 /
labour, material, tool & 00914630083278. Dated
plants, equipment, machinery, etc. complete as per 01.08.2023. Bid Rate 58%
drawing and specification, as directed by the Above
Engineer.
Initial load test above 50 ton and up to 100 T capacity Scdule B item No- 022122
(i) Each 2 90,584.69 181169.00 181169.00
pile (57332.08+58%)
Routine Load Test above 50 ton capacity up to 100 Escl. 1.176% , GST 5.371%
(iI) Each 2 30,560.62 61121.00 61121.00
ton capacity pile USSOR 022126
Lateral load testing of single pile in accordance with Accepted Rate of LOA No:
"IS Code of practice IS:2911 (Part-IV) for determining SER-CONST-HQ-ENGG /
safe allowable lateral load of pile” with all labour, 4403- GRC-CE-C-HQ-23-
11 0.00
material, tool & plants, equipment, machinery, etc. 2023 /00914630083278.
complete as per drawing and specification as directed Dated 01.08.2023. Bid Rate
by the Engineer. 58% Above
Piles with lateral load capacity of above 50 ton and up
(i) Each 2 38,865.24 77730.00 77730.00 (Base Rate 24598.25+58%)
to 100 ton

Pulse Echo Test (PET) for integrity testing of piles with

contractor’s men, materials and machines. The rate
Accepted Rate of LOA No:
includes cost of Inspection of site, preparation of pile
12 Each 16 683.48 10936.00 10936.00 DCE/CON/KGP/NS/Br.259/2
head and any other unforeseen cost required for the
12, Dated: 03.05.2024
test, submission of reports in triplicate as per
satisfaction of the Engineer in Charge.

Accepted Rate of LOA No:

SER-CONST-HQ-ENGG /
4403-
Providing and laying of filter media consisting
GRC-CE-C-HQ-23-2023 /
13 ofgranular materials of GW,GPSw groups as per cum 3018 3,543.81 10695219.00 10695219.00
00914630083278. Dated
IS:1498-1970
01.08.2023. Scdule B, Item
No-052150. Bid Rate 58%
Above(2242.92+58)
 SOUTH EASTERN RAILWAY
Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
Accepted Rate of LOA No:
SER-CONST-HQ-ENGG /
4403- GRC-CE-C-HQ-23-
Providing cast in situ bridge number plaques as per
14 Each 2 1,473.38 2947.00 2947.00 2023 / 00914630083278.
Railway drawing in cement concrete 1:2:4 mix
Dated 01.08.2023. Scdule B,
Item No-052210. Bid Rate
58% Above (932.52+58%)

Providing cast in-situ plaques for bridge foundations USSOR Item : 052220
15 details of size4 5cm x 45cm x 5cm in cement concrete Each 4 1,440.61 5762.00 5762.00 (1351.29+ Escl. 1.176% ,
1:2:4 mix GST 5.371% )

Providing and fixing in position GI drainage spouts of

USSOR-2021vide
16 required length with grating in RCC slab and filling 0.00
itemno.031190
bitumen spouts of required lenth……

USSOR Item : 031192

(i) 100mm dia Drainage Spouts M 104 1,103.42 114756.00 114756.00 (1035.01+ Escl. 1.176% ,
GST 5.371% )

Supplying, fabrication, assembling of all typesof steel

girders of specified spans with structural steel USSOR-2021 vide item
17 0.00
conforming to Quality"B0" Grade Designation E250 no.041010
conforming to IS:2062

USSOR Item : 041011

a) Open Web Girder (Steel Work) MT 230 1,35,695.70 31210011.00 31210011.00 (127282.14+ Escl. 1.176% ,
GST 5.371% )
Extra for using steel conforming to Grade Designation USSOR itemno.041013
b) E350 instead of Grade Designation E250 of MT 230 4,516.76 1038855.00 1038855.00 (4236.71+ Escl. 1.176% ,
Quality"B0" asper IS: 2062 GST 5.371% )

Assembling and erection of fabricated Steel Girder on USSOR-2021 vide item

18 0.00
bearing …........... As per approved Drawing. no.041030

USSOR-2021 item
(a) Composite Girder more than 12.20m span MT 230 15,040.92 3459412.00 3459412.00 no.041031 (14108.34+ Escl.
1.176%, GST 5.371%)
Metalizing of steel work of girder with grit blasting as USSOR-2021 vide item
19 0.00
per IRS-B1-2001 no.041040
USSOR-2021 vide item
(a) On new girder during fabrication Sqm 5726 798.78 4573814.00 4573814.00 no.041041(749.25+ Escl.
1.176% , GST 5.371% )
Supplying and fixing HSFG bolts of any dia and any Accepted Rate of LOA No:
20 length with suitable nuts including DTI washers Kg. 6900 200.57 1383933.00 1383933.00 DCE/CON/KGP/NS/Br.259/2
conforming to IRS-B1-2001 12, Dated: 03.05.2024
Providing and fixing 65/50 mm nominal dia B class USSOR-2021vide item
21 G.I. pipe railing used in rows for footpath oranti-crash Kg. 6900 110.57 762933.00 762933.00 no.041050(103.71+ Escl.
barrier railing 1.176% , GST 5.371% )

Accepted Rate of LOA No:

SER-CONST-HQ-ENGG /
4403-
Supplying, Fabricating and fixing accessladders,
GRC-CE-C-HQ-23-2023 /
22 inspection platforms, Trolley refuges etc.,on bridges MT 5 1,61,736.51 808683.00 808683.00
00914630083278. Dated
with structural steel conforming to IS:2062
01.08.2023. Scdule B, Item
No-041080. Bid Rate 58%
Above (102364.88+58%)

Design, manufacturing, supplying and fixing in position

elastomeric bearing true to line and level conforming
to IS:3400, IS:226, BS-5400 under prestressed
USSOR-2021 vide item
concrete girders/ Steel Girders, for Pre-cast as well as
23 CuCm 146520 1.37 200732.00 200732.00 no.031090 (1.28+ Escl.
cast-in-situ girders as per approved drawing. ..........
1.176% , GST 5.371% )
Rates include getting the drawing approved from
Railway and cost of inspection during manufacturing
from railway approved organization.

Providing and fixing various size TS holding down USSOR-2021vide

24 0.00
bolts conforming to relevant Codes/Specification itemno.041070

USSOR-2021 itemno.041071
With Cement Grout. Cost of cement shall be paid
(a) Kg. 500 130.63 65315.00 65315.00 (122.53+ Escl. 1.176% ,GST
extra.
5.371% )
 SOUTH EASTERN RAILWAY
Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
Providing and fixing in position of standard preformed
sealed and slab type or strip seal elastomeric type USSOR-2021vide
25 0.00
expansion joints for Railway bridge or Road Over itemno.031100
Bridges

USSOR-2021vide
(i) For 40mm expansion M 20 6,719.58 134392.00 134392.00 itemno.031101 (6302.95+
Escl. 1.176% ,GST 5.371% )

Accepted Rate of LOA No:

SER-CONST-HQ-ENGG /
Supplying fabricating and erecting welded and/or 4403-
bolted and /or riveted steel work in built GRC-CE-C-HQ-23-2023 /
26 MT 2 1,80,699.21 361398.00 361398.00
upsections,trusses and frame dwork,staging, racks 00914630083278. Dated
etc. 01.08.2023. Scdule B, Item
No-041370. (114366.59+
58% )

Accepted Rate of LOA No:

SER-CONST-HQ-ENGG /
4464-GRC-CE-C-HQ-22-
Supply of Portland slag cementfrom reputed
27 MT 957.5599 8421.60 8064187.00 8064187.00 2024 / 00844810105944.
manufacturerconforming to: IS 455
Dated 22.06.24. (Schdule C
Item 1. (Rs,.7656 +Escl 0%
+10% above) NS Item.

Thermo-Mechanically Treatedbars of grade Fe-500D USSOR-97.13+Escl 1.176%

28 Kg. 260643.9 104.00 27106963.00 27106963.00
or more of approved brands/makes. above+GST 5.3571%)

Total Cost on USSOR-2021= 20,51,07,231.00 20,51,07,231.00

Providing and erecting 2.00 metre high temporary

barricading at site; each panel of size 2.50mx2.00m
made of 40x40x6mm angle iron or 50x50x3mm hollow
MS tube posts/horizontal members/bracings
covered with 1.63mm thick MS sheet. The sheet shall
29 Rm 35 2827.40 98959.00 98959.00 DSR-21, Code No. 16.81
be fixed with 30x5mm MS flat by suitable
welding/riveting. The panels shall be made so that gap
of 50cm above the ground is available making overall
height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m,
50cm

Approach Road Work for ROB

Preparation and consolidation of earth work in
embankment with power road roller of 8 to 12 tonne
1 DSR-2021 vide item no.
capacity after excavating earth to an average of 22.5
cm depth 2.6.1

2 Using Soil Class SQ2 Cum 18375 205.45 3775144.00 3775144.00

Preparation and consolidation of sub grade with power

3 road roller of 8 to 12 tonne capacity after excavating
earth to an average of 22.5 cm depth

(a) Using Soil Class SQ2 Cum 2625 190 498750.00 498750.00 DSR-2021 vide item no.2.6.1

Construction of granular sub-base by providing close DSR-2021 vide item

4
graded Material conforming to specifications no.16.78

With material conforming to Grade-III (size range DSR-2021 vide item

a Cum 1050 2753 2890650.00 2890650.00
26.5mm to 0.075mm)having CBR Value-20 no.16.78.3

Providing, laying, spreading and compacting graded

DSR-2021 vide item
5 stone aggregate (sizerange 53mm to 0.075mm) to Cum 1050 2954 3101700.00 3101700.00
no.16.79
wet mix macadam (WMM)
Providing and laying Dense Graded Bituminous
DSR-2021 vide item
6 Macadam using crushed stone aggregates of
no.16.54
specified grading
50 to 100 mm average compacted thickness with
bitumen of grade VG-30 @5% (percentage by weight
DSR-2021 vide item
a of total mix) and lime filler @ 2% (percentage by Cum 393.75 10463 4119806.00 4119806.00
no.16.54.2
weight of Aggregate) prepared in Drum Type Hot Mix
Plant of 60-90 TPH capacity.
 SOUTH EASTERN RAILWAY
Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
DSR-2021 vide item
Providing and laying Bituminous concrete using
7 no.16.57
crushed stone aggregates of specified grading

40/50 mm compacted thickness with bitumen of grade

CRMB-60 @ 5.5% (percentage by weight of total mix)
DSR-2021 vide item
(a) and lime filler @ 3% (percentage byweight of Cum 210 9721 2041410.00 2041410.00
no.16.57.8
Aggregate) prepared in DrumType Hot Mix Plant of 60-
90TPH capacity.
Providing and applying Tack coat using bitumen DSR-2021 vide item
8
emulsion conforming to IS:8887 no.16.31
DSR-2021 vide item
(a) With rapid setting bitumen emulsion
no.16.31.1
DSR-2021 videitem no.
(i) On W.B.M/W.M.M. @ 0.4 kg/sqm Sqm 5400 11.6 62640.00 62640.00
16.31.1.1
DSR-2021 vide item no.
(ii) On bituminous surface @ 0.25kg/sqm Sqm 5250 7.9 41475.00 41475.00
16.31.1.2
Providing and laying bitumen mastic wearing course
DSR-2021 Vide item
9 (as per specifications) with industrial bitumen of grade 0.00 0.00
no.16.37
85/25 conforming to IS: 702
DSR-2021 vide item
(a) 25mm thick Sqm 5250 726.95 3816488.00 3816488.00
no.16.37.1

(b) 40mm thick over ROB portion (Deck Slab) Sqm 320.25 1163.1 372483.00 372483.00

Total Cost on DSR-2021= 2,08,19,505.00 2,08,19,505.00

Add 20% above for DSR-21 for present Rate = 2,49,83,406.00 2,49,83,406.00
Add GST 5.3571% above for DSR-21 for present
2,63,21,792.00 2,63,21,792.00
Rate =

4 sides Service Road Work of ROB (Length - 4 x

500m = 2000m ), width 3.50m.
Preparation and consolidation of earth work in
embankment with power road roller of 8 to 12 tonne
1
capacity after excavating earth to an average of 22.5 DSR-2021 vide item no.
cm depth 2.6.1

2 Using Soil Class SQ2 Cum 10000 205.45 2054500.00 2054500.00

Preparation and consolidation of sub grade with power

3 road roller of 8 to 12 tonne capacity after excavating
earth to an average of 22.5 cm depth

(a) Using Soil Class SQ2 Cum 2500 190 475000.00 475000.00 DSR-2021 vide item no.2.6.1
Construction of granular sub-base by providing close DSR-2021 vide item
4
graded Material conforming to specifications no.16.78
With material conforming to Grade-III (size range DSR-2021 vide item
a Cum 1600 2753 4404800.00 4404800.00
26.5mm to 0.075mm)having CBR Value-20 no.16.78.3
Providing, laying, spreading and compacting graded
DSR-2021 vide item
5 stone aggregate (sizerange 53mm to 0.075mm) to Cum 1520 2954 4490080.00 4490080.00
no.16.79
wet mix macadam (WMM)
Providing and laying Dense Graded Bituminous
DSR-2021 vide item
6 Macadam using crushed stone aggregates of
no.16.54
specified grading

50 to 100 mm average compacted thickness with

bitumen of grade VG-30 @5% (percentage by weight
DSR-2021 vide item
a of total mix) and lime filler @ 2% (percentage by Cum 540.00 10463 5650020.00 5650020.00
no.16.54.2
weight of Aggregate) prepared in Drum Type Hot Mix
Plant of 60-90 TPH capacity.

Providing and laying Bituminous concrete using DSR-2021 vide item

7 no.16.57
crushed stone aggregates of specified grading
40/50 mm compacted thickness with bitumen of grade
CRMB-60 @ 5.5% (percentage by weight of total mix)
DSR-2021 vide item
(a) and lime filler @ 3% (percentage byweight of Cum 280 9721 2721880.00 2721880.00
no.16.57.8
Aggregate) prepared in DrumType Hot Mix Plant of 60-
90TPH capacity.
Providing and applying Tack coat using bitumen DSR-2021 vide item
8
emulsion conforming to IS:8887 no.16.31
DSR-2021 vide item
(a) With rapid setting bitumen emulsion
no.16.31.1
 SOUTH EASTERN RAILWAY
Name of the Work: Detailed Project Report for Final Location Survey (FLS) for NEW BG RAILWAY LINE FOR
JAKPUR-BENAPUR SECTION (KM: 14.399) of Kharagpur Division, South Eastern Railway.
Gauge : 1676mm Route Length : 6.408 Km. Track Length : 8.401 Km.

Rate Analysis of Proposed ROB (Span- 1x30.5m Composite Girder) with Retaining wall at both approaches RA-1540 ROB/1

Sl. Amount (Rs.) Remarks

Descriptionofwork Unit Qty Rate (Rs.)
No Cash Store Total Item Code
DSR-2021 videitem no.
(i) On W.B.M/W.M.M. @ 0.4 kg/sqm Sqm 7000 11.6 81200.00 81200.00
16.31.1.1
DSR-2021 vide item no.
(ii) On bituminous surface @ 0.25kg/sqm Sqm 7000 7.9 55300.00 55300.00
16.31.1.2
Providing and laying bitumen mastic wearing course
DSR-2021 Vide item
9 (as per specifications) with industrial bitumen of grade 0.00 0.00
no.16.37
85/25 conforming to IS: 702
DSR-2021 vide item
(a) 25mm thick Sqm 7000 726.95 5088650.00 5088650.00
no.16.37.1
Total Cost on DSR-2021= 2,50,21,430.00 2,50,21,430.00

Add 20% above for DSR-21 for present Rate = 3,00,25,716.00 3,00,25,716.00
Add GST 5.3571% above for DSR-21 for present
3,16,34,224.00 3,16,34,224.00
Rate =
Total Cost for ROB including approaches &
Each 26,30,63,247.00 26,30,63,247.00
Service Road