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Tender Value
₹140.2 Cr
EMD Value
₹71.6 L
Closing Date
1 Aug 2025, 2:30 pmClosed
Contruction of ROB for elimination of LC No. OS-3 under Katihar Division,2LK & 3LK under Lumding Division.
CPM-GSU-MLG-ROB-2025-07
CPM-GSU-MLG-ROB-2025-07
Open
18 Months
Katihar, Bihar
₹0
₹71.6 L
28 Jun 2025
28 Jun 2025
Annexure-VIII any other items of work of CPWD DSR - 2021 which are not covered in Annexure-VIII
but required for successful completion of work.
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in foundation trenches or drains
(not exceeding 1.5 m in width or 10 sqm
2.8 on plan), including dressing of sides and
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil
and disposal of surplus excavated soil as
directed, within a lead of 50 m.
2.25A Excavating, supplying and filling of local cum 1790 368.65 659883.5
earth (including royalty) by mechanical
transport upto a lead of 5km also
2 including ramming and watering of the
earth in layers not exceeding 20 cm in
trenches, plinth, sides of foundation etc.
2.27 Supplying and filling in plinth with sand cum 75 2161.2 162090
under floors, including watering,
ramming, consolidating and dressing
4.0 CONCRETE WORK
4.1S CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All
work up to plinth level :
derived from natural sources : 6 graded
stone aggregate 20 mm nominal size
derived from natural sources)
NFR HQ-ENGG/N F RLY
Centering and shuttering including
4.3 strutting, propping etc. and removal of
form work for :
5 4.3.1 Foundations, footings, bases for columns Sqm 202.5 307.95 62359.88
5.0 REINFORCED CEMENT CONCRETE
5.1S CAST IN SITU
Providing and laying in position specified
grade of reinforced cement concrete,
5.1 excluding the cost of centering,
shuttering, finishing and reinforcement -
All work up to plinth level :
(zone-III) derived from natural sources: 3
graded stone aggregate 20 mm nominal
size derived from natural sources)
5.9S FORM WORK
Centering and shuttering including
5.9 strutting, propping etc. and removal of
5.9.1 Foundations, footings, bases of columns, Sqm 332.5 307.95 102393.38
etc. for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 1000 669.55 669550
8 pilasters, butteresses, plinth and string
5.9.3 Suspended floors, roofs, landings, Sqm 50 766.55 38327.5
balconies and access platform
5.9.5 Lintels, beams, plinth beams, girders, Sqm 50 608.35 30417.5
bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 45 804.25 36191.25
5.12S PRE-CAST RCC
5.12 Providing, hoisting and fixing above cum 17.5 9673.5 169286.25
plinth level up to floor five level precast
reinforced cement concrete work in
string courses, bands, copings, bed
plates, anchor blocks, plain window sills
and the like, including the cost of
12 required centering, shuttering but ,
excluding cost of reinforcement with
1:1.5:3 (1 cement : 1.5 coarse
sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20
mm nominal size derived from natural
5.22S STEEL REINFORCEMENT
Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all
complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of Kg 26000 89.65 2330900
grade Fe-500D or more.
10.0 STEEL WORK
10.2 Structural steel work riveted, bolted or Kg 50 111.95 5597.5
welded in built up sections, trusses and
framed work, including cutting, hoisting,
fixing in position and applying a priming
coat of approved steel primer all
Steel work in built up tubular (round,
square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting,
10.16 fixing in position and applying a priming
coat of approved steel primer, including
welding and bolted with special shaped
washers etc. complete.
NFR HQ-ENGG/N F RLY
10.20 Providing and fixing bolts including nuts Kg 10 140.15 1401.5
and washers complete.
11.0 FLOORING
11.16S TILE FLOORING
Chequerred precast cement concrete
tiles 22 mm thick in footpath &
courtyard, jointed with neat cement
slurry mixed with pigment to match the
shade of tiles, including rubbing and
cleaning etc. complete, on 20 mm thick
bed of cement mortar 1:4 (1 cement: 4
11.20.3 Dark shade pigment using ordinary Sqm 120 983.95 118074
12.0 ROOFING
Providing and fixing on wall face
unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC
12.42 rain water pipes conforming to IS : 13592
Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm
gap for thermal expansion.
galvanised iron profile sheets (size,
shape and pitch of corrugation as
approved by Engineer-in-charge) 0.50
mm (+ 0.05 %) total coated thickness
with zinc coating 120 grams per sqm as
per IS: 277, in 240 mpa steel grade, 5-7
microns epoxy primer on both side of the
sheet and polyester top coat 15-18
microns. Sheet should have protective
guard film of 25 microns minimum to
avoid scratches during transportation
and should be supplied in single length
upto 12 metre or as desired by Engineer-
in-charge. The sheet shall be fixed using
self drilling /self tapping screws of size
(5.5x 55 mm) with EPDM seal, complete
upto any pitch in horizontal/ vertical or
curved surfaces, excluding the cost of
purlins, rafters and trusses and including
cutting to size and shape wherever
Providing and fixing precoated
galvanised steel sheet roofing
accessories 0.50 mm (+0.05 %) total
coated thickness, Zinc coating 120
grams per sqm as per IS: 277, in 240
mpa steel grade, 5-7 microns epoxy
primer on both side of the sheet and
polyester top coat 15-18 microns using
self drilling/ self tapping screws complete
13.0 FINISHING
13.44S EXTERIOR FINISHING
Finishing with Deluxe Multi surface paint
system for interiors and exteriors using
Primer as per manufacturers
specifications :
NFR HQ-ENGG/N F RLY
13.48.3 Painting Steel work with Deluxe Multi Sqm 60 140.05 8403
Surface Paint to give an even shade. Two
or more coat applied @ 0.90 ltr/10 sqm
over an under coat of primer applied @
0.80 ltr/10 sqm of approved brand and
16.0 ROAD WORK
16.1S ROADS
16.1 Preparation and consolidation of sub Sqm 3750 180.5 676875
grade with power road roller of 8 to 12
tonne capacity after excavating earth to
an average of 22.5 cm depth, dressing to
21 camber and consolidating with road
roller including making good the
undulations etc. and re-rolling the sub
grade and disposal of surplus earthwith
lead upto 50 metres.
16.2 Extra for compaction of earth work in cum 3750 20.55 77062.5
embankment under optimum moisture
conditions to give at least 95% of the
maximum dry density (proctor density).
16.3 Supplying and stacking at site.
16.4 Laying, spreading and compacting stone cum 1125 865.8 974025
aggregate of specified sizes to WBM
specifications in uniform thickness, hand
picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity
in stages to proper grade and camber,
applying and brooming requisite type of
screening / binding material to fill up
interstices of coarse aggregate, watering
and compacting to the required density .
16.15S FENCING
Fencing with angle iron post placed at
required distance embedded in cement
concrete blocks, every 15th post, last but
one end post and corner post shall be
strutted on both sides and end post on
one side only and provided with
horizontal lines and two diagonals
interwoven with horizontal wires, of
barbed wire weighing 9.38 kg per 100 m
(minimum), between the two posts fitted
and fixed with G.I. staples, turn buckles
etc. complete. (Cost of posts, struts,
earth work and concrete work to be paid
for separately). Payment to be made per
metre cost of total length of barbed wire
Providing and applying tack coat using
bitumen emulsion conforming to IS:8887,
16.31 using emulsion pressure distributer
including preparing the surface &
cleaning with mechanical broom.
16.31.1 With rapid setting bitumen emulsion
NFR HQ-ENGG/N F RLY
2.5 cm premix carpet surfacing with 2.25
cum and 1.12 cum of stone chippings of
13.2 mm and 11.2 mm size respectively
per 100 sqm and 52 kg and 56 kg of hot
bitumen per cum of stone chippings of
16.33 13.2 mm and 11.2 mm size respectively,
including a tack coat with hot straight
run bitumen, including consolidation with
road roller of 6 to 9 tonne capacity etc.
complete (tack coat to be paid for
16.33.2 With paving Asphalt grade VG - 30 with Sqm 900 254.8 229320
Providing and laying bitumen mastic
wearing course (as per specifications)
with industrial bitumen of grade 85/25
conforming to IS : 702, prepared by using
mastic cooker and laid to required level
and slope, including providing antiskid
surface with bitumen precoated fine
grained hard stone chipping of approved
16.37 size at the rate of 0.005 cum per 10 sqm
and at approximate spacing of 10 cm
centre to centre in both directions,
pressed into surface protruding 1 mm to
4 mm over mastic surface, including
cleaning the surface, removal of debris
etc. all complete. (Considering bitumen
using 10.2% as per MORTH
specification).
16.49S MISCELLANEOUS
Providing and laying Dense Graded
Bituminous Macadam using crushed
stone aggregates of specified grading,
premixed with bituminous binder and
filler, transporting the hot mix to work
site by tippers, laying with paver finisher
16.54 equiped with electronic sensor to the
required grade, level and alignment and
rolling with smooth wheeled, vibratory
and tandem rollers as per specifications
to achieve the desired compaction and
density, complete as per specificatons
and directions of Engineer-in-Charge.
thickness with bitumen of grade VG-30 @
5% (percentage by weight of total mix)
32 and lime filler @ 2% (percentage by
weight of Aggregate) prepared in Batch
Type Hot Mix Plant of 100-120 TPH
Providing and laying Bituminous concrete
using crushed stone aggregates of
specified grading, premixed with
bituminous binder and filler, transporting
the hot mix to work site by tippers,
laying with paver finisher equiped with
16.57 electronic sensor to the required grade,
level and alignment and rolling with
smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction
and density as per specification,
complete and as per directions of
Engineer-in-Charge.
NFR HQ-ENGG/N F RLY
bitumen of grade VG-30 @ 5.5%
(percentage by weight of total mix) and
lime filler @ 3% (percentage by weight of
Aggregate) prepared in Batch Type Hot
Mix Plant of 100-120 TPH capacity.
Manufacturing, supplying and fixing retro
reflective overhead signage boards made
up of 2 mm thick aluminium sheet, face
to be fully covered with high intensity
and encapsulated lens type heat
activated retro reflective sheeting
conforming to type - III of ASTM-D-4956-
01 as approved by Engineer-in-charge,
letters, borders etc. as per IRC : 67-2001
in silver white with blue colour back
ground and with high intensity grade,
pasted on substrate by pressure
sensitive adhesive backing which shall be
activated by applying pressure
conforming to class II of ASTM-D-4956-01
and fixing the same to the plate of
structural frame work by means of
16.60 suitable sized aluminium alloys, rivets or
bolts & nuts @ 300 mm centre to centre
all along the periphery as well as in two
vertical rows along with theft resistant
measures, including the cost of painting
with two or more coats of epoxy paint in
grey colour on the back side of
aluminium sheet including appropriate
priming coat. The rate includes the cost
of rounding off the corners, lowering
down the structural frame work from the
gantry, fixing and erecting the same in
position all complete as per drawings,
specification and direction of the
engineer-in-charge.(Structural frame
work including M.S. plate to be provided
separately. Rectangular area of the sheet
only shall be measured for payment).
34 16.60.1 Overhead informatory road signage Sqm 60 5609.55 336573
16.61 Providing Retro-reflective regulatory sign Each 17.5 6281.6 109928
board of size 900 mm dia meter made
out of 2 mm thick aluminium sheet, face
to be fully covered with high intensity
encapsulated lens type retro -reflective
sheeting as approved by Engineer-in-
charge . Letter, symbols, borders etc. will
be as per IRC - 67 with required colour
scheme on the boards and with the high
intensity grade A. The aluminium sheet
to be riveted to M.S. frame of angle iron
of size 40x40x4 mm. The boards will be
fixed to 1 No. 50x50 mm square post
made of M.S. angle 50x50x4 mm, 4 m
long welded to the frame with adequate
anti-theft arrangement .Sheet work to be
painted with two or more coats of
synthetic enamel paint over an under
coat (primer) and back side of aluminium
sheet to be painted with two or more
coats of epoxy paint including
appropriate priming coat complete in all
respects as per direction of Engineer-in-
NFR HQ-ENGG/N F RLY
16.62 Providing and applying 2.5 mm thick Sqm 170 623.8 106046
road marking strips (retro- reflective) of
specified shade/ colour using hot
thermoplastic material by fully/ semi
automatic thermoplastic paint applicator
machine fitted with profile shoe, glass
beads dispenser, propane tank heater
36 and profile shoe heater, driven by
experienced operator on road surface
including cost of material, labour, T&P,
cleaning the road surface of all dirt,
seals, oil, grease and foreign material
etc. complete as per direction of
Engineer-in-charge and accordance with
applicable specifications.
Construction of granular sub-base by
providing close graded Material
conforming to specifications, mixing in a
mechanical mix plant at OMC, carriage of
mixed material by tippers to work site,
for all leads & lifts, spreading in uniform
layers of specified thickness with motor
grader on prepared surface and
compacting with vibratory power roller to
achieve the desired density, complete as
per specifications and directions of
Engineer-in-Charge.
16.78.1 With material conforming to Grade-I (size cum 375 2658.1 996787.5
37 range 75 mm to 0.075 mm) having CBR
16.78.2 With material conforming to Grade-II cum 375 2775.65 1040868.75
38 (size range 53 mm to 0.075 mm ) having
16.78.3 With material conforming to Grade-III cum 375 2612.95 979856.25
having CBR Value-20
Providing and laying factory made
chamfered edge Cement Concrete paver
blocks in footpath, parks, lawns, drive
ways or light traffic parking etc, of
required strength, thickness & size/
shape, made by table vibratory method
using PU mould, laid in required colour &
pattern over 50mm thick compacted bed
16.91 o f sand, compacting and proper
embedding/laying of inter locking paver
blocks into the sand bedding layer
through vibratory compaction by using
plate vibrator, filling the joints with sand
and cutting of paver blocks as per
required size and pattern, finishing and
sweeping extra sand. complete all as per
direction of Engineer-in-Charge.
40 block of M-35 grade with approved
colour, design & pattern.
Schedule Schedule C3-Execution of NS Items of works as per Annexure-IX [ LC GATE-3LK (LMG DIVISION)]
Item- 9 Annexure-IX
S No. Item No Description of Item Unit Qty Rate Amount
NFR HQ-ENGG/N F RLY
1 NS-1 [NS-1] Providing and laying M-35 grade Sqm 9000.00 6511.73 58605570.00
(using 43/53 grade ordinary Portland
Cement) precast concrete facia wall
(Area of each facia panel shall not be less
than 1.5 sqm. Height shall not be less
than 900mm, min 180mm thick)
including design and getting the
approval for reinforced soil wall system,
excavation, providing its "levelling pad"
using M-20 grade concrete , TMT
reinforcing steel facia panels with form
liner finishes as per the design
requirements. PVC drainage pipes,
200mm precast cover facia for drainage
pipes, joint filler, as per approved
drawings, logo panels, geo-textile filter
fabric for warpping pipes etc. including
filter media (500mm thick) behind the
facia wall, drain sleeve in lower panels as
per drawings and design, supplying and
laying in position the specified and
approved Geo- Grid for soil
reinforcement including cutting in
required length, placing in position and
connecting with the precast facia panels
as per the design and drawings and
direction of the Engineer-in-Charge all
complete with all materials, labour, lead
and lift , plants, machinery, taxes royalty
etc. complete. Item to include all
incidental work required to complete the
job as per drawing and specifications. (
The item is inclusive of cost of form
work, steel and cement)...........[Further
Details and Conditions of this item is
provided Separately with Tender
2 NS-2 [NS-2] Providing, placing and compacting cum 50000.00 2045.75 102287500.00
approved backfill material in layers as
per approved methodology for reinforced
fill portion and random fill portion in the
approaches between the Reinforced Soil
(RS) Wall panels as per approved
drawings and particular specifications.
Item to include 500 mm thick sub-grade
construction as per specifications with
CBR under soaked conditions not less
than 6%. All incidental work required to
complete the job shall be included in the
quoted rates. The item shall be
measured and paid for the finished
volume of backfill and subgrade placed
in position excluding the volume of filter
media at behind the RS walls. With fine
Sand "1.The specification and
construction details to be adopted shall
be as per section 3100 of MoRTH
Specification." "2.For compaction of
Earthwork, attention is invited to clause
3105.5 of MORTH Specification." 3.The
earth fill material shall be clean, free
draining, granular with high friction and
low cohesion, non-corrosive, coarse
grained with not 10 per cent of particles
passing 75 micron sieve, free of any
deleterious matter, chlorides, salts, acids,
alkalies, mineral oil, fungus and microbes
and shall be of specified PH value.
NFR HQ-ENGG/N F RLY
celling using decking sheets of BMT
(Base Metal Thickness) o f 1.2mm with
m inim um y i e l d strength o f 550 Mpa
having 2 7 5 G S M (gm/sqm) coating on
both side of sheet conforming to IS-1394
a n d B S E N 1 0 1 4 7 : 2 0 0 0 s i m i l a r to
LYSAGHTSMARTDEKTM 51of Tata blue
scope of equivalent system as per
m a n u f a c t u r e r s p e c i fi c a t i o n including
profiling , embossing a n d fixing with all
contractor's m e n , materials fasteners,
fixtures equipments etc. Complete
including w orking a c r o s s t r a c k above
O H E w i t h a l l l e a d and lifts, this item
should be separately designed for using
as decking sheet of BMT.
4 NS-4 Supplying, fitting. fi x i n g o f s t u d shear Each 2000.00 529.33 1058660.00
conncctor (25mnm x 2 0 0 m m in size)
conforming t o IS:3935-1966 a s p e r the
specification o f t h e RDSO Drg. No.B-1
1755/2R with latest corrections including
welding b y using stud welding machine
including supply o f all materials, labour,
tools, trackls ctc. conplete i n all respect.
T h e r a t e a l s o i n c l u d e s testing
(Appearance test, Ring test and Bend test
ctc.) a s p e r instruction of Engincer in
charge at site (Rate is inclusive of all
5 NS-5 Conducting integrity test with crossholes Each 6.00 33633.33 201799.98
( t w o diametically opposite longitudinal
holes along the pile shaft ) ultra sonic
monitoring (CHUM ) method o n cast in
s i t u bored piles b y specialized agency
having necessary e x p e r i e n c e and
expertise. The rate shall include hiring of
traines professinal & equipment. On site
testing of piles, transportation, analysis
of data recorded during test, preparation
& submission of repor. The r a t e shall
i n c l u d e c o s t o f labour,consumables,
transport, hiring charges, taxes etc all
6 NS-6 Providing and laying in position machine cum 600.00 10231.00 6138600.00
batched , machine mixed and machine
vibrated design mix cement concrete of
grade M40 complete as per approved
drawings, codes a n d specifications and
structural requirements (Chapter-III
C l a u s e - 3 ) i n c l u d i n g p r o c u r e m e n t of
constituent materials such a s aggregate,
water, admixture testing of constituent
material,s t o r a g e o f materials
preparation o f m i x design plants and
machinery usage, transportation of batch
m i x , concrete pumping a n d placing of
c o n c r e t e , v i b r a t i n g a n d compaction,
c u r i n g of concrete, achieving desired
concrete surface, inspection a n d testing
of concrete work execution,fixing surface
cracking, removal o f defective concrete,
preparation of slurry tight steelform work
and scaffolding and removal thereof, but
excluding reinforcement steel etc
complete as per drawings and
technicalspecification or as directed by
engineer (cement & reinforcement steel
will b e paid separately against relevant
supply item) (i) Crash barrier
NFR HQ-ENGG/N F RLY
7 NS-7 Providing a n d laying i n position Design cum 50.00 4947.00 247350.00
mixed cerment concrete M-30/ M-35/M40
g r a d e m i x e d , m a c h i n e v i b r a t e d and
machne batched using machne 20mm
g r a d e d crushe d s t o n e aggregate and
sand o f approved quality for t h e cast in
situ RCC slabs & other clements of super
structures for composite girder slab etc.
including shuttering, strutting finishing,
using admixtures in recommended
proportions (as per IS 9103) , if approved
in mix design to accelerate, retard setting
of concrete] improve workability without
impairing strength and duraability
complete as per specifications and
drection of the Engncer- in- charge.
Payment for only cement & reinforcem
ent will be done extra under relevant
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