BRC/EN/TENDER-ROB/LC-142,153,163/213, Date 01.09.

2018

e-Tender No. BRC/EN/TENDER-ROB/LC-142,153,163/213, Date 01.09.2018

For
Construction of 2- Lane Road Over Bridge in lieu of existing LC No’s
i. 142 At Rly km Km-255/27-29 (DFCC Ch- 4/118.408) between SACHIN and BESTAN
stations of JNPT (Mumbai) - Dadri (Delhi) WDFC Route.
ii. 153 At Rly km 281/28-30 (DFCC Ch: 32413.160) between Sayan and Kudsad
stations of JNPT (Mumbai) – Dadri (Delhi)- WDFC Route.
iii. 163 At Rly km 301/30-32 (DFCC Ch: 52553.872) between Kosamba and Hathuran
stations of JNPT (Mumbai) – Dadri (Delhi)- WDFC Route.

FINANCIAL BID
(PACKET-B)

TENDER DOCUMENT
1st September, 2018
Employer:
CHIEF PROJECT MANAGER/ VADODARA
DEDICATED FREIGHT CORRIDOR CORPORATION OF INDIA LIMITED
(A GOVERNMENT OF INDIA ENTERPRISE)
Under
MINISTRY OF RAILWAYS

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DEDICATED FREIGHT CORRIDOR CORPORATION OF INDIA LTD

A Govt. of India (Ministry of railways) Enterprises
4th Floor, Narmada Naher Bhavan, Near Chhani Jakat Naka, Vadodara-390002
NOTICE FOR INVITING BIDS (Online i.e. E-Tender)

Tender No BRC/EN/TENDER-ROB/LC-142,153,163/213, Date 01.09.2018

Name of work Construction of 2- Lane Road Over Bridge in lieu of existing LC
No’s
i. 142 At Rly km Km-255/27-29 (DFCC Ch- 4/118.408) between
SACHIN and BESTAN stations of JNPT (Mumbai) - Dadri (Delhi)
WDFC Route.
ii. 153 At Rly km 281/28-30 (DFCC Ch: 32413.160) between Sayan
and Kudsad stations of JNPT (Mumbai) – Dadri (Delhi)- WDFC
Route.
iii. 163 At Rly km 301/30-32 (DFCC Ch: 52553.872) between
Kosamba and Hathuran stations of JNPT (Mumbai) – Dadri
(Delhi)- WDFC Route.

(a) Type of Tender Open Tender (Single stage two Packet )

(b) Type of Contract Works Contract.
(c) Tender Value Rs. 98,14,62,495

(d) Completion Period 18 months

(e) Earnest Money Rs. 98,14,630/- (Paid through Demand Draft/ banker’s Cheque, FDR
payable in favour of “Dedicated freight Corridor corporation of India
Limited, Vadodara”)
(f) Cost of Tender Rs 29,500/- (25,000+ 18% GST) To be paid by D.D./Banker’s Cheque in
document favour of DFCCIL payable at Vadodara
(g) Tender Processing Rs7,500/- plus taxes and duties as applicable (non-refundable) through
Fee e- payment while uploading of tender
(h) Performance Bank Performance Guarantee (PG) have to be submitted within 30(thirty) days from
Guarantee the date of issue of Letter Of Acceptance (LOA), amounting to 5% of the
contract value in the form as give in clause 16.4 of GCC
(i) Retention Money / 5% of Contract Value
Security Deposit
(j) Officer: Chief Project Manager/ Vadodara, Dedicated Freight Corridor
Corporation of India Limited 4th floor, Block-A, Narmada Naher
Bhavan (Sardar Sarovar Narmada Nigam Ltd. Office), Chhani Jakat
Naka, Vadodara, Pin . 390002, Gujarat.
(k) E-Tendering Web E-tendering site- www.tenderwizard.com/DFCCIL
Site Help: Please contact Tender wizard helpdesk at 011-49424365

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(L)Pre bidding On 10.09.2018 at 11.00 AM at office of Chief Project Manager/

Conference Vadodara, Dedicated Freight Corridor Corporation of India Limited
4th floor, Block-A, Narmada Naher Bhavan (Sardar Sarovar Narmada
Nigam Ltd. Office), Chhani Jakat Naka, Vadodara, Pin . 390002,
Gujarat.

DATE & TIME SCHEDULE

Date of Uploading of NIT (Publishing date) 01.09.2018

Documents download/Sale date (Online) From 01.09..2018 at 13.00 Hrs. To

22.09.2018 at 13.00 Hrs.

Bid submission Last date (Online) 22.09.2018 up to 18.00 Hrs.

Last date of submission of originals of statutory

documents i.e. EMD & Tender Document 28.09.2018 up to 11.00 Hrs.
Charge

Bid Opening date & Time (online) 28.09.2018 at 13.00 Hrs.

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Form No. 3

SUMMARY OF PRICES
Construction of 2- Lane Road Over Bridge in lieu of existing LC No’s
i. 142 At Rly km Km-255/27-29 (DFCC Ch- 4/118.408) between SACHIN and BESTAN
stations of JNPT (Mumbai) - Dadri (Delhi) WDFC Route.
ii. 153 At Rly km 281/28-30 (DFCC Ch: 32413.160) between Sayan and Kudsad stations
of JNPT (Mumbai) – Dadri (Delhi)- WDFC Route.
iii. 163 At Rly km 301/30-32 (DFCC Ch: 52553.872) between Kosamba and Hathuran
stations of JNPT (Mumbai) – Dadri (Delhi)- WDFC Route.

Sl. Description of Works Cost as per Rates to be quoted in figures &

No. schedules words (Clearly mention above /
below / at par on
Schedules/Items updated
DFCCIL Rate / cost given in
column 3)
1 2 3 4
Rates above / below / at par as per
1 Execution of all works as per Schedule 8,15,36,296 schedules shall be filled separately in
"A" (Items as per SOR 2015- 16 of Microsoft Excel File.

State Govt. Gujarat R&B Surat

division.)
Rates above / below / at par as per
2 Execution of all works as per Schedule 37,03,04,738 schedules shall be filled separately in
"B” (NS Items as per State Govt of Microsoft Excel File.

Gujarat)
Rates above / below / at par as per
3 Execution of all works as per Schedule 38,57,91,472 schedules shall be filled separately in
"C" (Items as per SOR 2015- 16 of Microsoft Excel File.

State Govt. Gujarat R&B Surat

division.)
Rates above / below / at par as per
4 Execution of all works as per Schedule 12,89,03,106 schedules shall be filled separately in
"D" (NS Items as per Western Microsoft Excel File.

Railway)
Rates above / below / at par as per
5 Execution of all works as per Schedule 69,72,947 schedules shall be filled separately in
"E" (NS Items as per Western Railway Microsoft Excel File.

)
Rates above / below / at par as per
6 Execution of all works as per Schedule 79,53,936 schedules shall be filled separately in
"F" (NS Items as per Western Railway Microsoft Excel File.

)
Grand Total 98,14,62,495

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Notes:
(i) The above prices are inclusive of all taxes, duties, levies, etc. except GST.
a. GST as applicable from time to time on taxable value of each running
account bill shall be paid by DFCCIL.
b. The contractor should adhere to anti profiteering provisions as per
section 171 of the CGST Act. Where due to change in the rates of GST
/ Change in law, the contractor gets any credits / benefits, the same
shall be passed on to DFCCIL by way of reduction in prices.

(ii) The tenderer should quote single percentage above / par / below for each
schedule.

(iii) If the uniform percentage quoted by the Tenderer does not clearly indicate
whether the rates are above/at par/below the estimated rates then through
sign convention it will be considered to be on plus side and evaluated
accordingly.

(iv) Rate of item payable to contractor shall be as per above/below/at par on

rates of schedule.

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Form No. 4

SCHEDULE -1
SCHEDULE OF PRICES & TOTAL PRICES
Schedule A
Schedule of Approximate Quantities
S.N Item Total Item of Work Rate Unit Amount in
NO. Quantity Rs.
1 27007A 22917 Excavation for foundation in sand, gravel, 318.15 Cum 7291043.55
clay soft soils and murrum etc. Including
shoring, strutting dewatering as necessary
and disposing of the excavated stuff as
directed. A) Depth upto 3m and lead upto
100m for 10 Cum
2 DSR Felling trees of the girth (measured at a height
2014 of 1 m above ground (level), Including cutting
Item of trunks and branches, removing the roots
2.33 and stacking of serviceable material and
disposal of unserviceable material. Beyond
(a) 13 30cm girth upto & including 60cm girth 198.67 Each 2582.69
(b) 17 60cm girth upto & including 120cm girth 879.81 Each 14956.77
(c) 6 120cm girth upto & including 240cm girth 4069.34 Each 24416.04
3 27039 Empty boring through all sorts of strata for
providing RCC bored piles to required depth
including flushing necessary casting pipe with
all plants and equipments as required as per
detailed specifications for Abutment and
Piers (Excluding Concrete & Reinforcement).
(a) 13280 for 1200 mm dia 3142.87 Rmt 41737276.36

(b) 3700 for 750 mm dia 958.72 Rmt 3547264.00

4 14023 9467 Providing and fixing pre-cast concrete kerb 238.40 Rmt 2256965.19
stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of
M250 grade concrete as per approved design
and including excavation for fixing in proper
line and level, filling the joint with C:M 1:3
(1cement:3 fine sand) etc. complete.
5 27001A Chipping and dressing of the RCC piles up to
cut off level (min 1 D) including cleaning of
reinforcement and removal of dismantled
materials etc for providing pile caps as
directed by Engineer and as per specification

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5 342.3 for 1200 mm dia 557.94 RMT 190981.51

(a)
5 210 for 750 mm dia 369.66 RMT 77628.60
(b)
6 26161 2463.85 Road marking with hot applied thermoplastic 298.96 Sqm 736592.59
compound with reflectorising glass beads on
road surface providing and laying hot applied
thermoplastic compound 2.5 CM thick
including reflectorising glass bends @ 250
gms /sq mt area thickness of surface applied
glassbend as per IRC -35 the finished surface
to be level uniform and free from streaks and
holes.
7 26163 4296 Supplying and fixing cat eye (stimsonite) 362.01 Each 1555198.00
made out from Acrlic strene- acrylonitrile of
high impact polysterene fitted with moulded of
methacrylate reflector cube corner reflector
design filled with tightly adhering potting
compound as per ASTM D-788 size 11.5 x 7
x 1.60 cm.
8 27050A 132 Providing and laying weep hole in abutments, 53.93 Each 7119.29
and returns by using AC pipe of 100 mm dia.
Including laying in proper grade and jointing
the completed as per detailed specification.
9 27072 8429570 Providing and Fixing in position fully moulded 1.11 Cum 9365252.27
restrained elastomeric bearings as per
detailed drawings.
10 27101A 4 Providing and fixing marble slab including 955.46 No. 3821.84
engraving and painting complete.(A) size 75
cm x 60 cm x 4 cm
11 27098A 598 Providing, fabricating and fixing in position GI 468.54 No. 280184.10
Drainage Spout arrangements having 100
mm dia. Pipe B class with necessary bend,
fixing to GI chamber, GI grating, providing
and applying one coat of primer & two coat of
anticorrosive paint, etc. complete as per
drawing and as per specifications.
12 M664 1930 Providing and fixing 100 dia runner and 439.69 RMT 848602.00
downtake GI pipe to drain water from
drainage spout with necessary fixtures
including cost of all materials, labors, bends,
fixtures, specials etc. Complete as per
drawing and Sp. And as per direction of
engineer.
13 26008 15550 Box cutting the road surface to proper slope 66.16 cum 1028732.60
and camber for making a base for road work
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including removing the excavated stuff and

depositing on the road side slope as directed
upto 50 mt lead.
14 26B004 16147.18 Earth work for embankment with soil having 236.34 Cum 3816275.28
B CBR-7 including breaking clods dressing with
all lead and lift and including watering, rolling
and consolidation of subgrade in layers at
O.M.C. to required dry density including filling
depression which occur during process using
vibratory roller 8 T to 10T ( from borrow area
within 5km lead)
15 26048 8 Providing & fixing ordinary Kilometer stone of 842.34 Each 6738.72
precast C.C. 1:2:4 including necessary
reinforcement as per I.R.C. type design in
C.C. 1:4:8 including letter & paints etc.
complete (For N.H., S.H. & M.D.R.)
16 26089E 40 Suppying and fixing reinforced concrete 2097.77 Rmt 83910.80
A heavy duty non pressure pipes with collors for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the
pipes in C.M. 1:2 watering and laying (to level
slopes ) of class NP3 of internal diameters (v)
900mm dia (more than 10 ton)
17 26101B 8 Providing and fixing village name boards 4163.22 No. 33305.76
made from 2mm aluminium sheet; size 90x
60cms. rectangle as per the design of IRC-
67-2015 pretreated with phosphating process
& acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy
paint;
reflectorized with retro reflective sheeting as
per latest MOST Specifications; 3.1m long (2
Nos) stand post and frame fabricated from
suitable size iron angle of 50 x 50 x 5mm;
painted with best quality epoxy coatings in
black and white bends. The details of symbol
for each board shall be as per the instruction
of engineer in charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x60cms.
For each leg. including excavation curing etc.
complete under the supervision of engineer
(B) High intensity Grade
18 26092A 4 Providing and fixing Cautionary Sign Board 3182.51 No. 12730.04
made out of 2mm aluminium sheet, size 90 x
90 x 90 cms equilateral triangle, as per the
design of IRC-67-2015. Pre-treated with
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phosphating process and acid etching coated

with one coat of epoxy primer and two coats
of best quality epoxy paint, reflectorized with
retro-reflective sheeting as per the latest
M.O.S.T. specification, 3.1 Mt. long stand
post and frame fabricated from suitable size
iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm;
painted with best quality epoxy coating in
black and white bends. The details of symbol
for each board shall be as per the instruction
of engineer in charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x 60 cms
for each leg, including excavation curing etc.
complete under the supervision of Engineer-
In-Charge (A) Engineer grade.
19 26092B 8 Providing and fixing Cautionary Sign Board 3272.40 No. 26179.20
made out of 2mm aluminium sheet, size 90 x
90 x 90 cms equilateral triangle, as per the
design of IRC-67-2015. Pre-treated with
phosphating process and acid etching coated
with one coat of epoxy primer and two coats
of best quality epoxy paint, reflectorized with
retro-reflective sheeting as per the latest
M.O.S.T. specification, 3.1 Mt. long stand
post and frame fabricated from suitable size
iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm;
painted with best quality epoxy coating in
black and white bends. The details of symbol
for each board shall be as per the instruction
of engineer in charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x 60 cms
for each leg, including excavation curing etc.
complete under the supervision of Engineer-
In-Charge (B) High Intensity grade.
20 26103B 16 Providing and fixing sign boards made from 6618.53 No. 105896.48
2mm aluminium sheet; size 100x 100cms. as
per the design given by engineer in charge
pretreated with phosphating process & acid
etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint;
reflectorized with retro reflective sheeting as
per latest MOST Specifications; 3.1m long (2
Nos) stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm &
50 x 50 x 5mm 75 x 75 x 6mm; painted with
best quality epoxy coatings in black and white
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bends. The details of symbol for each board

shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC
block of size 45 x 45 x60cms for each leg.
including excavation curing etc. complete
under the supervision of engineer (B) High
intensity Grade
21 26098A 4 Providing and fixing Junction Board made out 12274.5 No. 49098.12
of 2mm aluminium sheet, size 244 x 122 cms 3
rectangle, as per the design of IRC-67-2015.
Pre-treated with phosphating process and
acid etching coated with one coat of epoxy
primer and two coats of best quality epoxy
paint, reflectorized with retro reflective
sheeting as per the latest M.O.S.T.
specification, Letters and numerals should be
as per IRC-30-1968. 3.1 Mt. long (2 nos.)
stand post and frame fabricated from suitable
size iron angle of 50 x 50 x 5 mm, 75 x 75 x 6
mm; painted with best quality epoxy coating
in black and white bends. The details of
symbol or inscription/ numerals for each
board shall be as per the instruction of
engineer in charge. The fixing at site shall be
in 1:2:4 CC block of size 45 x 45 x 60 cms for
each leg, including excavation curing etc.
complete under the supervision of Engineer-
In-Charge (A) Engineer grade.
22 14006A 381 Providing and laying chequered terrazo tiles 502.31 Sqm 191378.84
22mm thick for R.C.C Staircase with marble
chips of size upto 6mm in floors on 25mm
thick bed of lime mortar 1:1.5 (1 - lime putty :
1.5 coarse sand) or C.M. 1:6 jointed with neat
cement slurry mixed with pigment to match
the shade of the tiles including rubbing &
polishing complete. (A) Light shades using
white cement.
23 M942 2532 Providing and fixing 50 mm Dia UPVC pipe 133.32 Rmt 337566.24
for entry cable pipe.
24 27100A 472 Providing PVC 100 mm diameter water 187.86 Each 88669.92
spouts including necessary iron grating as per
drawing.
25 26117 4.95 Clearing and grubbing site/road/land 32056.3 Ha 158679.13
C including uprooting all vegetation, grass, 9
bush shrubs, saplings and trees with girth,
removal of stumps of trees of girth of all sizes
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including removing stumps of trees cut earlier

and disposal of unserviceable materials and
stacking of serviceable materials as directed
by Engineer with all leads and lifts etc.
complete as per specification before
commencement and after completion of the
work.
26 27087 82 Providing Vertical Joints-pre moulded asphalt 733.26 sq.m 60127.32
filler joints as per drawings (A) 12 mm
27 11012 852 Providing and fixing MS round holding down 40.00 kg 34076.59
or Anchor bolts (J type) with nuts and washer
plates complete.
28 11001A 6.67 Structural Steel: Base plate of 220 x 220 x 12 6027.68 Qui 40204.63
mm thick with adjustment of hole. MS plate
6mm thick 20mm wide 150mm long including
welding to the base plate all complete.
29 23067 4703 Providing, laying and jointing in true line and 531.26 Rmt 2498515.78
level 110 diameter UPVC (Type B)
conforming to IS 13592:1992 with one end
plain and other end socketed with rubber ring
& fitting conforming to IS 14735:1999 of
approved make for drainage system pipe line,
pipe shall be jointed with each other with
lubricant, pipe shall be fixed on wall using of
PVC clamp of size 110 mm diameter x
149mm length x145mm height at every 2000
mm centre to centre or shall be concealed in
walls as directed including necessary fittings
such as bends, shoes etc. including testing of
pipes and joints and jointed with adhesive
solvent cement including cost of all materials.
30 27097A 438 Providing and fixing post and pipe railing as 1120.21 Rmt 490651.94
per detailed drawing including 3 coats of
painting to steel works complete.( more than
10 ton)
31 NH 5783.993 Painting two coats after filling the surface with 63.63 Sqm 368035.50
SOR 5 synthetic enamel paint in all shades on crash
8.8 barrier concrete surfaces
32 20003B 848 Demolition of brick work and stone masonary 340.37 Cum 288633.76
including stacking of serviceable materials
and disposals of unserviceable materials with
all lead and lift
(ii) in cement mortar.
33 16 70 Providing & construction brick work using Fly 3081.51 Cum 215705.70
Ash Bricks having crushing strength not less
than35 Kg./sq.cm. in foundation in C.M. 1:6 (1
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cement :6 sand) (SMC SOR 2015-16, Item 16

page no 3)
34 25 230.00 Providing & Applying 15mm thick cement 144.43 Cum 33218.90
plaster in single coat on brick/concrete walls
similar surfaces for plastering & finished even
& smooth with a floating coat of cement slurry
mixed with admixture of lime or neeru in
required proportion etc. comp. in C.M 1:3 (1
cement : 3 sand) (A) For wall and similar
surfaces (SMC SOR 2015-16, Item 25 page
no 3)
35 26 230.00 Providing & Applying 20mm thick Sand faced 210.08 Cum 48300.00
cement plaster on walls or similar surfaces at
all floor levels consisting of 12 mm. Av. Th.
Backing coat of C.M. 1:3(1 cement :3 sand) &
8 mm thick finishing coat of C.M.1:1 (1
cement: 1 sand) (SMC SOR 2015-16, Item 26
page no 3)
36 27005 480.00 Providing and filling sand behind brick wall in 414.1 Cum 198768.00
layers as directed.
37 26161 220 Providing and applying 2.50 m thick hot 298.96 Sqm 65771.20
applied thermoplastic road marking of white /
yellow color on bituminous /concrete surface
with fully automatic machines as per details
drawings/ engineers instructions for Lane
marking, edge marking/ arrow
38 Providing and fixing sign board made out of
2mm aluminium sheet; as per the design of
IRC-67-2015 pretreated with phosphating
process & acid etching; coated with one coat
of epoxy primer and two coats of best quality
epoxy paint; reflectorized with retro reflective
sheeting as per latest MOST Specifications;
3.1m long stand post and frame fabricated
from suitable size iron angle of 35 x 35 x
3mm, 75 x 75 x 6mm as required; painted with
best quality epoxy coatings in black and white
bends. The details of symbols for each board
shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC
block of size 45 x 45 x60cms. for each leg.
including excavation, curing etc. complete
under the supervision of engineer (B) High
intensity Grade
(i) 26093 10 Informatory Sign Boards size 80 x 60 cms 4099.59 No. 40995.90
B rectangle
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(ii) 26092 10 Cautionary Sign Boards size 90 x 90 x 90 cms 3520.86 No. 35208.60
B equilateral triangle
(iii) 26094 10 Mandatory and Directional Sign Boards size 3346.13 No. 33461.30
B 60 cm diagonal circle
(iv) 20 Delineators (SMC Approved Rates) 1515 No. 30300.00
(v) 100 Traffic Cones etc (SMC Approved Rates) 500 No. 50000.00
(vi) 20 Blinkers (SMC Approved Rates) 5050 No. 101000.00
39 8 5440 Providng and fixing interloclting type cement 527.22 Sqm 2868076.80
concrete paver block of approved shape &
design having 60 mm thickness (M-40)
purchased from SMC’s approved paverblock
manufacturer only on fine sand bedding. Item
includes leveling by using vibratory plates
compacted machine. ltem also includes all
materials, Labour, equipments, tools, plants,
watering, Cleaning etc. complete.(SMC SOR
2015-16, Item 8 page no 13)
40 20001B 22.59 Demolition and Disposal of unserviceable 386.83 Cum 8839.07
material with all lead & lift. (i) cement concrete
41 Dismantling the existing structure including
removing and stacking the dismentalled
materials as and where directed - RCC work
& Rubble Masonary.
(i) 27001A 200.00 (A) RCC Work 577.72 Cum 115544.00
(ii) 27001B 125.00 (B) Rubble/Brick Masonary 254.52 Cum 31815.00
Total Amount of Schedule A 8,15,36,296

Schedule B
Schedule of Approximate Quantities
S Item Total Item of Work Rate Unit Amount in
N No. Quantity Rs.
1 NS/01 6 Marking out the center line of the Bridge and 9481.21 LS 56887.24
various other component structures and
complete lining out and leveling with
theodolite, levels, including constructing
necessary masonory pillars for lines and
levels and establishing necessary bench
marks etc. complete as directed.
2 NS/02 1991.3 Providing & filling in foundation with 2705.94 Cum 5388348.08
ordinary cement concrete M 15 mix and
providing necessary vertical pin headers

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including formwork vibrating ramming &

curing complete.
3 NS/03 16349.493 Providing and casting in situ controlled 4132.69 Cum 67567406.85
cement concrete M-35 for RCC bored pile
using Tremie Pipe including necessary
flushing, dewatering, formwork, mixing in
mechanized batch mix plant, transporting,
compacting and finishing including all leads
& lifts with all labour, material, machinery, all
lead, lift etc. complete as per specification,
drawing and/or as directed by the Engineer.
(Reinforcement shall be paid separately)
4 NS/04 7181.2 Providing and casting in-situ controlled 4078.20 Cum 29286390.85
cement concrete of M35 grade for RCC
work for open foundation, Pile cap in
pier/abutment and RCC Stair Case for any
depth/height including dewatering,
scaffolding centering, shuttering, mixing in
mechanized batch mix plant, transporting,
placing in position, consolidating with
mechanical vibrators, finishing, curing, de-
shuttering carefully, making good the
damages, fixing embedment, insert, pockets
wherever necessary etc. complete as per
specification and drawing and or as directed
by the Engineer. (Reinforcement shall be
paid separately)
5 NS/05 2089 Providing and casting in situ controlled 4146.47 Cum 8661969.02
cement M35 for RCC work in piers and
abutment return wall as per drawing
including centering, shuttering, mixing in
mechanized batch mix plant, transporting,
placing in position, consolidating with
mechanical vibrators, finishing, curing, de-
shuttering carefully, making good the
damages, fixing embedment, inserts,
pockets wherever necessary etc. with all
labour, material, material, machinery, all
lead, lift etc. complete as per specification
and drawing and or as directed by the
Engineer. a) height from 0.0 to 5.0 m
(Reinforcement shall be paid separately)
6 NS/06 615 Providing and casting in situ controlled 4226.45 Cum 2599264.97
cement M35 for RCC work in piers and
abutment return wall as per drawing
including centering, shuttering, mixing in
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mechanized batch mix plant, transporting,

placing in position, consolidating with
mechanical vibrators, finishing, curing, de-
shuttering carefully, making good the
damages, fixing embedment, inserts,
pockets wherever necessary etc. with all
labour, material, material, machinery, all
lead, lift etc. complete as per specification
and drawing and or as directed by the
Engineer. b) height from 5m to 10.0 m
(Reinforcement shall be paid separately)
7 NS/07 1.8 Providing and casting in situ controlled 4782.35 Cum 8608.23
cement M35 for RCC work in piers and
abutment return wall as per drawing
including centering, shuttering, mixing in
mechanized batch mix plant, transporting,
placing in position, consolidating with
mechanical vibrators, finishing, curing, de-
shuttering carefully, making good the
damages, fixing embedment, inserts,
pockets wherever necessary etc. with all
labour, material, material, machinery, all
lead, lift etc. complete as per specification
and drawing and or as directed by the
Engineer.c) height from 10 m to 15.0 m
(Reinforcement shall be paid separately)
8 NS/08 4368 Providing and casting in situ controlled 4232.48 Cum 18487489.56
cement concrete M35 for RCC works on
pier cap abutment cap and dirt wall
including scaffolding centering, shuttering,
mixing in mechanized batch mix plant,
transporting, placing in position,
consolidating with mechanical vibrators,
finishing, curing, de-shuttering carefully,
making good the damages, fixing
embedment, insert, pockets wherever
necessary etc. with all labour, material,
material, machinery, all lead, lift etc.
complete as per specification, drawing and
or as directed by the Engineer.
(Reinforcement shall be paid separately)
9 NS/09 133.3 Providing and casting in situ controlled 4528.55 cum 603655.14
cement concrete M35 for RCC works for
pedestals, seismic arresters on pier cap/
abutment cap including scaffolding
centering, shuttering, mixing in mechanized
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batch mix plant, transporting, placing in

position, consolidating with mechanical
vibrators, finishing, curing, de-shuttering
carefully, making good the damages, fixing
embedment, insert, pockets wherever
necessary etc. with all labour, material,
material, machinery, all lead, lift etc.
complete as per specification, drawing and
or as directed by the Engineer.
(Reinforcement shall be paid separately)
10 NS/10 13223.6 Providing and casting in situ controlled 4430.67 Cum 58589414.17
cement concrete M-35 for R.C.C. work in
superstructure scaffolding centering,
shuttering, mixing in mechanized batch mix
plant, transporting, placing in position,
consolidating with mechanical vibrators,
finishing, curing, de-shuttering carefully,
making good the damages, fixing
embedment, insert, pockets wherever
necessary etc. with all labour, material,
material, machinery, all lead, lift etc.
complete as per specification, drawing and
or as directed by the Engineer. (A) T-Beam
and Deck slab type of superstructure. (II)
Main and cross Girder (Reinforcement
shall be paid separately)
11 NS/11 1574.992 Providing and casting in-situ controlled 4618.62 Cum 7274296.76
cement concrete of M-30 grade with
minimum cement content 420kg/cum without
admixture as per IS-456-2000,
reinforcement cement concrete with 20mm
downgraded crushed stone aggregates of
required size in super structure for
approach slab and wearing coat including
required formwork, shuttering and
supporting arrangement and transporting
concrete from batching plant by transit
mixture placing it in position, compacting with
needle vibrator including curing with all
labour, material, machinery all lead, lift etc.
complete as per drawing and technical
specification of MORTH & as directed by
Engineer Incharge. (Reinforcement shall be
paid separately)
12 NS/12 4165 Providing and casting insitu controlled 4121.85 Cum 17167500.49
cement concrete of M 40 grade for RCC
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crash Barrier with 20 mm down coarse

aggregate of the required size including
formwork, shuttering, placing in position,
consolidation with mechanical vibrators
curing finishing, de-shuttering carefully,
marking good the damages, fixing
embedment, inserts, pockets, wherever
necessary as directed and as per drawing
with F3 type exposed concrete finish and
formwork as directed by Engineer - in -
charge, etc. complete as per specification.
13 NS/13 45388.85 PRIMER & PROTECTIVE COATING- 166.73 Sqm 7567692.25
Providing and laying the external decorative
waterproof & Protective coating system for
concrete and masonary shall be
MASTERSEAL 200H , a single component
elastomeric crack bridging acrylic coating
applied at an average thickness of 50 micro
DFT in two coat the product shall be applied
on suitability primed substrate using
MASTERSEAL 399 as primer . The product
must be crack bridging elongation type with
elongation at break , exceeding 200% &
tensile strength exceeding 2 MPa The
system shall exhibit excellent bond strength
with the substrate at least exceeding 1.0
MPa , when tested as per ASTMD 4541.
14 NS/14 806.2 Providing and fixing in position Strip Seal 8282.82 Rmt 6677606.11
Type Expansion Joint (for movement upto
60mm) as per detailed drawing MORTH
specification. The rate is inclusive of
supplying, fixing with contractor's own
materials, equipments, machineries, labour,
transport, testing, bolts, socket tubes,
neoprene sheet/cap etc. complete. The rate
is finished item complete and will be paid
after fixing in all respect.
15 NS/15 2.24 Providing Pylon consist of cast-in-situ 9434.02 Cum 21132.2
concrete of M30 grade exposed finish as
per drawing and as directed by engineer in
charge. Rate includes providing required
shuttering and form work but excluding stone
slab & carving. (Reinforcement shall be paid
in respective item.)
16 NS/16 7366.6 Reinforced Earth Retaining Wall 5836.25 Sqm 42993319.25
(Reinforced Earth retaining wall is having
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following main component 1. Excavation for

foundation, foundation concrete (CC grade
M15) with cement concrete grooved seating
in foundation for facia panel. 2. Facia
material and its placement 3. Assembling &
joining with facia elements and laying
reinforcing element 4. Earth fill with granular
material which is to be retained on wall , facia
elements of RCC
17 NS/17 16721.86 Construction of 300 mm thick compacted 909.14 cum 15202569.88
coursed granular subbase (Grade I
crushed B.T. materials of 53 mm to 26.5
mm@ 35%, 26.5mm to 4.75mm @45% ,
below 2.36mm @20 %) by providing close
graded material mixing in mechanical mix
plant at OMC, carriage of mix material to
work site, spreading uniform layers with
motor grader on prepared surface and
compacting with vibratory power roller to
achieve desired density complete clause as
per 401
18 NS/18 14307.59 Providing and laying wet mix base course 1011.59 Cum 14473345.41
macadam 250 mm in Two layer using
machine crushed chips as per required
gradation mixing with required optimum
quantity of water conveying mix to site and
spreading to grade and camber with
mechanical paver consolidation by vibratory
roller including material, labour, plant and
machinery and equipment etc complete
19 NS/19 54013.103 Providing and applying priming coat using 20.81 Sqm 1124012.67
medium setting emulsion bitumen as the rate
of 7.5 kg/10 sq.m on WMM surface including
cleaning the surface etc complete
20 NS/20 10146 Providing and laying 100 mm thick DBM in 2056.34 M.T. 20863667.97
two layers using crushed stone aggregate
BT chips as per required gradation and using
emulsion asphalts a tack coat @ 2.5
kg/10sqmt and VG 30 grade asphalt at 45
kg/MT) by total weight of mix hot laid process
using drum mix process transporting mix and
laying by paver finisher including
consolidation with vibratory roller including
cost of material, labour, machinery
equipment and fuel, oil, lubricant for plant

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and machinery using contractor's own plant

and machines etc complete.
21 NS/21 4767 Providing and laying 40 mm bitumen 2209.88 M.T. 10534497.96
concrete using crushed stone aggregate BT
chips as per required gradation and using
emulsion asphalt as a tack coat @ 2.5
kg/10sqmt and VG 30 grade asphalt at 55
kg/MT) by total weight of mix hot laid process
using drum mix process transporting mix and
laying by paver finisher including
consolidation with vibratory roller including
cost of material, labour, machinery
equipment and fuel, oil, lubricant for plant
and machinery using contractor's own plant
and machines etc complete.
22 NS/22 282.2092 Providing and casting in situ controlled 3884.16 Cum 1096145.69
cement concrete M 30 mix for RCC works
in retaining wall of required detailed
drawing, centering shuttering, scaffolding
wherever necessary laying vibrating curing
and finishing complete.
23 NS/23 10916 Providing and laying 25 mm thick mastic 379.76 Sqm 4145460.16
asphalt wearing course with paving grade
bitumen meeting the requirements given in
table 500-29, prepared by using mastic
cooker and laid to required level and slope
after cleaning the surface, including
providing antiskid surface with bitumen pre-
coated fine-grained hard stone chipping of
13.2 mm nominal size at the rate of
0.005cum per 10 sqm and at an approximate
spacing of 10 cm center to center in both
directions, pressed into surface when the
temperature of surfaces is not less than
1000C, protruding 1 mm to 4 mm over mastic
surface, all complete as per clause 515.
24 NS/24 29648 Providing sand & filling in approach portion 615.09 Cum 18236188.32
RE wall (as per MORTH section 3100)
including laying of earth as per specification
for compaction in 250 mm thick loose layers
and dressing (MORTH specification Cl. By
mechanical means using motor grader
including 305.3.5) watering the earth to bring
the earth upto required OMC including rolling
with the use of vibratory roller when earth is
at suitable moisture content with desired field
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density not less than 97% of maximum dry

density (modified proctor test). The material
for filling shall conform to IRC Highway
Research Board's special report No 16.
25 NS/25 14784 Providing & laying 37.5 mm thick compacted 103.02 Sqm 1523047.68
built up spray grout base course in single
layers for bringing the road surface in to
camber and gradient over existing road
surface with bitumen grade VG-30 for tack
coat at the rate of 2.50 kg/10 sq.m of road
surface area and using 0.50 cum stone
aggregate per 10 sqm with asphalt for
grouting @ 15 kg per 10 sqm of road surface
and using 0.13 cmt of key aggregate per 10
sqm of road surface including heating and
consolidation in both layers by vibratory roller
as per MORTH specification clause no 506
including cost of all materials, fuel, labours,
tools etc completed.
26 NS/26 684 Conducting Pile low strain integrity test as 1166.97 Each 798207.69
per ASTM D 5882- 96 code of American
Society for Testing on cast -in situ RCC pile
of 1200 mm diameter inclusive of analysis
with all contractor's equipment, manpower,
site preparation, lead and lifts etc. complete
as per standard procedure, and as directed
by the Engineer in charge. Note:
Rate is inclusive All equipment, All labour
and consumable required & Mobilization of
equipment
27 NS/27 2500 Dismantling the flexible pavement 222.20 Cum 555500
including removing and stacking the
dismantled materials as and where
directed- Granular base
28 NS/28 5590 Providing and applying coats 100% Acrylic 210.08 Sqm 1174347.2
breathable, Anti-carbonation, Waterproof,
Heat insulating, decorative external coating
of approved shade after applying prime coat
of same material. Mix 1 Lit Acrylic paint and
applying it as a primer and allow it to dry for
4-6 hours. Mix 1 lit of anti-carbonation paint
with 400-600 ml of water and apply two
coats using brush/roller/spray at 24 hours of
interval between each coat. Acrylic paint
shall be spray/brush /roller applied and shall
have conform to the following properties.
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Carbon Dioxide diffusion equivalent air layer

thickness (DIN EN 1062-6)>100m; Carbon
dioxide diffusion resistance coefficient (DIN
EN 1062-6)>105m; Elongation of cured film
shall be as per ASTMD 2370/98 > 400%
Chloride ion Diffusion (ASTM D 4541)>
2N/mm2 Zero Penetration; Adhesion of
concrete (ASTM D 4541) > 2 N/mm2; Solar
Reflective Index (ASTM E 1980-11, EN
673:2011, EN 410:2011)>104. The intercoat
gap to be 24 hours the rate shall include
complete treatment mentioned above.
29 NS/29 2210 Providing and Applying coal tar Epoxy 126.25 Sqm 279012.5
protective paint in two coats of DFT 210
microns tor foundations/concrete surfaces in
contact with soil complete as per
Specifications and as directed by the
Engineer including all leads and lifts etc.
complete.
30 NS/30 10850 Providing and applying one coat Epoxy 133.32 Sqm 1446522
Phenolic primer of DFT 50 micron and two
coats of Epoxy phenolic coating of DFT 100
microns each or any other equivalent epoxy
coating system to all concrete surfaces
exposed to atmosphere in substructure and
superstructure including cost of material,
labour, transportation, scaffolding and
prepare the surfaces by cleaning, washing,
brushing, sand/ grit blasting etc. complete
and as directed by Engineer and as per
specification. (Paint shall be got approved
from Engineer and tested from approved
laboratory).
31 NS/31 2580 Providing and laying Double Walled 217.15 Rmt 560247
corrugated Pipes(DWC) of Polyethylene
(conforming to IS:14930-II) of 90mm O.D.
with fittings and necessary connecting
accessories of same material at required
depth for laying cable below footpath slab
etc. complete as per specification and as
directed by Engineer.
32 NS/32 1790 Rolling and compaction of Subgrade with 8 39.80 Cum 71242
T vibratory roller and filling in depressions
which occur during the process as directed
by Engineer Incharge.

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33 NS/33 4840 Providing and laying 6 mm thick mastic 133.32 Sqm 645268.8
asphalt, water proof coat with composition
of bitumen 30/40 penetration grade
conforming to MOST specification with the
bitumen of 14% to 17% weight of total mix
including cleaning the surface, testing of
materials in approved laboratory etc.
complete on the deck slab of the bridge as
required and as directed by Engineer
34 NS/34 260 Asphaltic Plug joint (Providing and laying 1100.90 Rmt 286234
of asphaltic plug joint to provide for horizontal
movement of 25 mm and vertical movement
of 2 mm, depth of joint varying from 7S mm
to 100 mm, width varying from 500 mm to
750 mm (in traffic direction), covered with a
closure plate of 200mm x 6mm of wieldable
structural steel conforming to IS: 2062,
asphaltic plug to consist of polymer modified
bitumen binder, carefully selected single size
aggregate of 12.5 mm nominal size and a
heat resistant foam caulking/backer rod, all
as per approved drawing and specifications.
35 NS/35 1345 Providing and laying 25 mm to 50 mm thick 2488.64 M.T. 3347220.8
compacted Bituminous Concrete using
aggregates as per gradation and percentage
of bitumen for mixing shall be as arrived from
mix design provided in no case bitumen
percentage shall be less than 5.2% for Grade
and 5.4% for grade ll by wt. of total min as
binder by batch Mix type hot mix plant and
laying by sensor paver finisher including
consolidation by rollers as specified
including providing and operating plant
secsor paver and machinary cost of
aggregate and filler (if found required as per
mix Design)etc. Completed (excluding cost
of providing bitumen and applying tack coat
emulsion) Bitumen @ 5.2%
36 NS/36 447 Supplying fly ash including collecting, 460.00 M.T. 205620
carting, stacking and spreading the same as
directed @ 50kg/ Sq.mt
37 NS/37 90 Supplying and carting of hydrated lime 2933.04 M.T. 263973.6
(CaO content not less than 70%) and
spreading the same with excavated soil and
fly ash thoroughly by Disc Harrowing or
Rotavator as the case may be, including
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watering etc. complete as directed by

Engineer incharge @ 10kg/ Sq.mt
38 NS/38 8940 Supplying and applying SS-I bitumen 39.58 Sqm 353845.2
emulsion confirming to IS 8887 for
application of prime coat over Wet Mix
Macadam at the rate of 0.85 kg per sq.meter
area.
39 NS/39 18620 Supplying and applying RS-I bitumen 9.00 Sqm 167580
emulsion confirming to IS 8887 for
application of Tack coat before application of
binder course at the rate of 0.27 kg per
sq.meter area.
Total Amount of Schedule B 37,03,04,738

Schedule C
Schedule of Approximate Quantities
S Item Total Item of Work Rate Unit Amount in
N No. Quantity Rs.
1 27020 530.62 Providing and installing 6 mm MS liner for 53070.97 MT 28160520.20
bored-cast-in-situ concrete piles including
applying protective coating as per drawing
and specification and as directed by
Engineer.
2 27043C 2613.074 Providing and fixing in position Fe 500 TMT 44549.08 MT 116410042.67
for R.C.C bored pile as per detailed drawing
including cutting, bending, hooking and tying
and welding complete and including forming
the cage and lowering it in position.(up to 10
ton)
3 27047A 1049.4 Providing and fixing in position Fe steel bar 39265.25 MT 41204956.11
reinforcement of steel bar reinforcement of
steel grade Fe-500 TMT for R.C.C pile cap
including cutting, bending, hooking and tying
and welding etc., complete as per detailed
drawing and specifications.
Note : For Reinforcement of Pile Cap &
Stair case this item is used
4 27109 710.42 Providing and fixing in position Fe steel bar 45575.24 MT 32377562.00
reinforcement of steel bar reinforcement of
steel grade Fe-500 TMT including cutting,
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bending, hooking and tying and welding etc.,

complete as per detailed drawing and
specifications.(A) Pier (B) Abutment (C)
Return wall.
5 27111 729.27 Providing and fixing in position Fe steel bar 45575.24 MT 33236655.11
reinforcement of steel bar reinforcement of
steel grade Fe-500 TMT including cutting,
bending, hooking and tying and welding etc.,
complete as per detailed drawing and
specifications.(A) Pier cap (B) Abutment
Cap & Dirt wall (C) Pedestal
6 27115 2718.82 Providing and fixing in position Fe steel bar 44990.45 MT 122320935.27
reinforcement of steel bar reinforcement of
steel grade Fe-500 TMT including cutting,
bending, hooking and tying and welding etc.,
complete as per detailed drawing and
specifications.(A) T. Beam and slab type of
(i) Deck slab superstructure. (ii) Main and
cross girder.(iii) Wearing Coat (iv) Crash
Barrier
Note: This item used for reinforcement of
Deckslab + Wearing Coarse + Crash
Barrier
7 27123 118.28 Providing and fixing in position steel bar 44298.53 MT 5239630.29
reinforcement For Approach slab, Foot
Path Salb & Railing etc. of steel grade FE-
500 D (TMT) including cutting ,bending,
hooking, tying, welding etc. complete as per
detailed drawing and specification.
Note: This item used for reinforcement of
Foot Path + Railing
8 27084 80 Providing and fixing in position to exact profile 85514.68 MT 6841174.40
High Tensile steel wires of required ultimate
strength conforming to low Relaxation
Prestressing steel strands including bending,
cutting, tying providing necessary standards
as per IS:14268 and anchorages,
sheathing(HDPE), stressing, grouting, ducts
as per detailed drawing including necessary
plant and machinary complete. (upto 10 Ton)
Total Amount of Schedule C 38,57,91,472

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Schedule D
Schedule of Approximate Quantities
SN Item Total Item of Work Rate Unit Amount in
No. Quantity Rs.
1 NS/01 1020 Supply & Fabrication of steel girder spans 94629.73 MT 96522324.50
including its components (Stiffeners,
Bracings, Splices, Studs etc.) as per the
approved drawings for composite
construction of superstructure of the
Road Over Bridge with contractor’s own
Steel confirming to IS: 2062 Grade 250(B)
with all welds, HSFG Bolts, nuts bolts,
rivets etc. with contractor’s own materials,
fabrication, machinery, templates,
fixtures, equipments tools and plants
transportation, skilled/unskilled labour,
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GST, Octroi and other taxes, all leads lifts,

descent, loading, unloading, crossing one
or more Railway track if required etc.
complete and as per technical
specifications. The rate is inclusive of
transportation of fabricated girder parts to
site by contractor’s own means at his cost.
The rate shall also be inclusive of cold
straightening of deformed and bent girder
parts before their assembly. (The
Structural Steel to be used Should be
manufactured by SAIL/RINL/TISCO/
ESSAR/ JINDAL only) Work has to be
done as per drawings and specifications
approved by DFCCIL/ Railway. High
quality superior brand of paint should only
be used. For Painting prior approval for
superior brand / make of the paint should
be taken from engineer in charge. Note: 1.
The fabrication of girders must be got
done from RDSO approved firms only. 2.
The rate is inclusive of assembly of girder
with service bolts as per approved
drawing in shop for checking by
Engineer's representative and dismantling
the same after checking for transportation
to the site. 3. Weight of HSFG bolts,
Rivets, Welds shall not be considered for
payment. Nominal weight of the girder
spans including its components
(Stiffeners, Bracings, Splices, Studs etc.)
as per drawing will only be considered for
payment.
2 NS/02 17855 Metalizing girder / girder 607.09 Sqm 10839591.80
components such as cross girders, top
chord channels, bracing etc. of Steel
Girder as directed by Engineer with
aluminium spray not less than two layers
after preparing surface by sand/grit
blasting as per provision laid in Appendix
VI of IRS B 1179 code (latest alteration)
including one coat wash primer (IS-
5666) one coat zinc chrome primer (IS-
104) and two coats of aluminium paint
(IS-2339) with approved paint conforming
to IS specification for fabrication &
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erection of steel girder bridge (RS B 1-79)

as corrected up to date with contractor's
own materials, tools, plants labour,
loading/unloading, transportation,
handling, re-handling if any including all
lead, lifts descents, crossing of
track/obstruction etc. complete in all
respect and as per direction of the
Engineer.
3 NS/03 Assembling, Welding, Erecting, Bolting
by HSFG bolts, Riveting if any as per
approved drawings and Launching of
girder spans including its components on
running line / Non- Running line
/Running electrified line / under block
period with the help of road crane of
required capacity as per Railway’s
approved drawings & Scheme with other
ancillary steel structures fixed to the
girder, where necessary, in proper level
and alignment and as per technical
specifications. The rate shall be inclusive
of supply, erection and dismantling of
staging and scaffolding and other
temporary arrangements required for the
purpose of assembly, erection and
launching of girders. The rate shall also be
inclusive of cold straightening of deformed
and bent girder parts before/after their
assembly. Work has to be done as per
drawings and specifications approved by
Railway.
Note: Weight of HSFG bolts, Rivets, Welds shall not be
considered for payment. Nominal weight of the girder spans
including its components (Stiffeners, Bracings, Splices and Studs
etc.) as per drawing will only be considered for payment.

544 a. Launching of Steel girder spans 16825.91 MT 9153295.25

including its components on running line
/Running electrified line / under block
period with the help of road crane of
required capacity as per Railway’s
approved drawings with other ancillary
steel structures fixed to the girder where
necessary in proper level and alignment
and as per technical specifications.
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477 b. Launching of steel girder span including 3181.19 MT 1517427.25

its components on non- running line with
the help of road crane of required capacity
as per Railway’s approved drawings with
other ancillary steel structures fixed to
the girder where necessary in proper level
and alignment and as per technical
specifications.
4 NS/04 44.43797 Fabricating, supplying and erecting in 71620.20 MT 3182656.40
position standard structural steel sections
manufactured from IS approved
manufacturers only ,conforming to IS
:2062 - 1992 (including latest
amendments) including welding with
approved quality welding rods, supply and
fixing of correct size turn bolts including
one primer coat of red lead paint
conforming to IS:102 or Zinc chromate
paint conforming to IS:104 followed by two
coats of Aluminium paint as per IS : 2339
with all contractor's materials, labour,
tools and plants etc in bolted/welded
construction as directed by Engineer in
charge. Work shall be carried out as per
IS: 800-1984 (with latest amendments),
IRS specification No. B3-61 part 2 and IS
816 for welding.
5 NS/05 Providing and fixing POT -PTFE bearing
as per IRC 83 in position true to line and
level including cost of all materials fixtures
surface for receiving bearing, grouting of
sleeves with non-shrink high strength
grout, load testing of bearing, transporting
and fixing in position including all lead and
lift etc. complete as per approved designs
and drawing and as directed by Engineer.
23 a) Fixed bearing (Capacity upto 250 MT) 53550.00 No. 1231650.00
27 b) Sliding bearing (Capacity upto 250 MT) 53550.00 No. 1445850.00
Note: The rate is for finished item complete and paid only after
fixing in position below the girder. This item is for Railway Portion

6 NS-06 Providing and fixing in position POT

PTFE Free & Sliding Bearing as per
detailed drawings.
2340 a) Fix Bearing 252.50 MT 590850.00
12220 b) Free and Sliding Bearing 277.75 MT 3394105.00
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Note: The rate is for finished item complete and paid only after
fixing in position below the girder. This item is for Approach
Portion of LC 142
7 NS/07 4 Load testing of one composite steel 256339.05 Each 1025356.2
/Span Designing and Load testing of one
composite girder/ Span as selected by
the Engineer confirming to Rly.
Standard's with loads to be applied and
removed incrementally etc. complete as
per special condition and specification of
contract, as per relevant IS/IRC codes
with all contactors labour supervisor, T &
P's all taxes, equipment, leading
materials instruction of load test jacks
etc., dial gauges, including all lead and
lift.
Total Amount of Schedule D 12,89,03,106

Schedule E
Schedule of Approximate Quantities
SN Item Total Item of Work Rate Unit Amount in
NO. Quantity Rs.
1 NS/01 300000 Autocad Drawings: Preparation/ 0.40 Sqcm 120000
Alternation and submission of drawings
such as general arrangement drawings,
phase drawings, scheme plan, structural
drawings etc. On Auto Cad as per details
and directions given by the Engineer in
charge including plotting and submitting
in standard inklet film of 50 micron and
CD, submitting check prints on
A3/A2/A0 size papers and final rint
complete and as per instructions of
Engineer in charge.

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2 NS/02 3 Site Office Providing, arranging, 500000 LM 1500000

managing and maintaining 500 sq.ft.
well-furnished AC office and well
equipped Laboratory with 3 tables, 10
chairs, 2 steel almirah, one computer
with printer & operator, sufficient number
of display etc. to the satisfaction of the
Project Manager including Electrical,
Water expenses etc. For execution of
this item the date of start shall be
considered only when the Contractor
has actually rented/constructed the
required premises established the office
& Laboratory as per requirement.
This item shall remain valid only for
original contact period; no additional
payment shall be made for whatsoever
reason even if time extension if provided
or date of completion is extended. This
office and laboratory including furniture
and all other equipment shall be
property of contractor after completion of
Project.
3 NS/03 626 Providing & fixing Safety Screen as per 1179.80 Sqm 738554.4
RDSO Drg. No. EL / C / 0068 MOD " E "
, on the Parapet with necessary fixtures
etc. as per detailed drawing including
contractor's own materials, labors, tools
and plants, etc. complete.
4 NS/04 12 Making and supplying of check rails of 2997.00 Each 35964
52 kg/ 60 kg rails of various lengths for LC
level crossing as per approval drawings.
5 NS/05 1744.94 Providing, fixing and maintaining MS 331.49 Meter 578429.02
fabricated traffic barricading of 2.50m
height on either side of the carriage way
/ portion of the carriage way closed to
the traffic including provision of all sign
boards/ bollards and warning lights etc.
as per the Engineer in charge.
6 NS/06 1 Miscellaneous cost of Any Other 4000000 LS 4000000
USSOR item to Complete the Work

Total Amount of Schedule E 69,72,947

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Schedule F
Schedule of Approximate Quantities
SN Item Total Item of Work Rate Unit Amount in
No. Quantity Rs.
1 Conducting load testing of a single pile
Up to following capacity in accordance
with IS 2911(Part IV) including installation
of loading platform and preparation of pile
head or construction of test cap and
dismantling of test cap after test etc with
all labour, material, tool & plants,
equipment, machinery, etc complete as
per drawing and specification, as directed
by the Engineer.
(i) 192103 6 Initial Pile load test on pile for 2.5 times 146130.42 Each 876782.54
the design load specific in drawing in non-
working areas in the vicinity of the bridge

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site by static method. (USSOR 2011

Western Railway)
(ii) 192104 60 Extra for every increase of 50 T in pile 44255.77 Each 2655345.95
capacity or part thereof over 250 T.
(USSOR 2011 Western Railway)
(iii) 192107 11 Routine Dynamic Pile load test on 126616.34 Each 1392779.78
working Piles for 1.5 times the design
load specified in drawing. (USSOR 2011
Western Railway)
2 LS 1 USSOR of W. Railway Items Requiring 3000000.00 LS 3000000.00
for successful completion of the work as
advised by in charge of work
3 27089 150 Providing and Carrying out Load Test on 193.52 MT 29028.00
bridge deck with simulated loading
including provision, placing and removal
of loading, supplying, fixing and removing
deflection measuring instruments etc.
complete with platforms for fixing the
instruments etc. complete as per the
details supplied and specification and as
directed by Engineer and including
submission of required results in triplicate
after satisfactory completion of load test.
Total Amount of Schedule F 79,53,936

Total Amount of All Schedules (A, B, C, D, E, F) 98,14,62,495

END OF TENDER DOCUMENT

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