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Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
31 Jul 2026, 3:00 pm
Four Miscellaneous work under Divisional Engineer(HQ)Jabalpur Jurisdiction. Part- 1:- ADEN(HQ)/JBP -Repair and Renovation to wooden floring all roofs leakage, plaster & Sanitary of Rail Saurabh club at Jabalpur. Part-2:-Construction panel room size 8 X 4 mtrs Rail Saurabh Club sub station. (Part of work :- Provision of panel room in various station of JBP Division.) Part-3:-Construction of panel room near RB IV 460 in Rail Saurabh colony Jabalpur under ADEN(HQ)JBP sub division. (Part of work :- Provision of panel room in various station of JBP Division.) Part-4 : Provision for Electrical panel at Madan Mahal Platform No. 4 side Jabalpur end(Part of work :- Provision of panel room in various station of JBP Division.)
DRMW-JBP-116-2026
DRMW-JBP-116-2026
Open
12 Months
Jabalpur, Madhya Pradesh
₹0
₹4.2 L
3 Jul 2026
3 Jul 2026
17 Jul 2026
ADEN(HQ)JBP sub division.
Item- 1 All Schedule items of DSR-2021
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
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10 sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.27 Supplying and filling in plinth with sand cum 9 2161.2 19450.8
2 under floors, including watering, ramming,
consolidating and dressing complete.
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 :
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources)
Centering and shuttering including
4.3 strutting, propping etc. and removal of form
4 4.3.1 Foundations, footings, bases for columns Sqm 15 307.95 4619.25
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
III) derived from natural sources: 3 graded
stone aggregate 20 mm nominal size
derived from natural sources)
Reinforced cement concrete work in walls
(any thickness), including attached
pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above
plinth level up to floor five level, excluding
cost of centering, shuttering, finishing and
reinforcement :
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 form
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
5.9.1 Foundations, footings, bases of columns, Sqm 87 307.95 26791.65
etc. for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies Sqm 45 766.55 34494.75
and access platform
5.9.5 Lintels, beams, plinth beams, girders, Sqm 60 608.35 36501
bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 97 804.25 78012.25
5.12S PRE-CAST RCC
5.12 Providing, hoisting and fixing above plinth cum 1 9673.5 9673.5
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
11 cost of 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 sources).
5.22S STEEL REINFORCEMENT
Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Kg 5400 89.65 484110
Fe-500D or more.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S.
6.1 (non modular) bricks of class designation
7.5 in foundation and plinth in:
9.0 WOOD AND P.V.C. WORK
Providing and fixing 25 mm thick shutters
for cup board etc. :
Providing and fixing ISI marked flush door
shutters conforming to IS : 2202 (Part I)
decorative type, core of block board
construction with frame of 1st class hard
wood and well matched teak 3 ply
veneering with vertical grains or cross
bands and face veneers on both faces of
9.20.2 30 mm thick including ISI marked Stainless Sqm 6 2818.5 16911
Steel butt hinges with necessary screws
Extra for Providing and fixing flush doors
with decorative veneering instead of non
decorative ISI marked flush door shutters
conforming to IS: 2202 (Part I)
COPER OXIDISED MILD STEEL FITTINGS
(COPPER OXIDISED AS PER IS: 1378)
Providing and fixing ISI marked oxidised
M.S. sliding door bolts with nuts and screws
etc. complete : (copper oxidized as per IS:
9.72S BRASS FITTINGS
Providing and fixing bright finished brass
handles with screws etc. complete:
9.105S GYPSUM BOARD PARTITIONS
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
Providing and fixing factory made uPVC
white colour sliding glazed window upto
1.50 m in height dimension comprising of
uPVC multi-chambered frame with in-built
roller track and sash extruded profiles duly
reinforced with 1.60 +/- 0.2 mm thick
galvanized mild steel section made from
roll forming process of required length
(shape & size according to uPVC profile),
appropriate dimension of uPVC extruded
glazing beads and uPVC extruded
interlocks, EPDM gasket, wool pile, zinc
alloy (white powder coated) touch locks
with hook, zinc alloy body with single nylon
rollers (weight bearing capacity to be 40
kg), G.I fasteners 100 x 8 mm size for fixing
frame to finished wall and necessary
stainless steel screws etc. Profile of frame &
sash shall be mitred cut and fusion welded
at all corners, including drilling of holes for
fixing hardware's and drainage of water etc.
After fixing frame the gap between frame
and adjacent finished wall shall be filled
with weather proof silicon sealent over
backer rod of required size and of approved
quality, all complete as per approved
drawing & direction of Engineer-in-Charge.
(Single / double glass panes, wire mesh and
silicon sealent shall be paid separately).
Variation in profile dimension in higher side
shall be accepted but no extra payment on
this account shall be made.
9.147D.2 Three track three panels sliding window Sqm 7.5 10030.3 75227.25
with fly proof SS wire mesh (Two nos.
glazed & one no. wire mesh panels) made
of (small series) frame 92 x 44 mm & sash
32 x 60 mm both having wall thickness of
1.9 +/- 0.2 mm and single glazing bead of
appropriate dimension (Area of window
upto 1.75 sqm).
10.0 STEEL WORK
Steel work in built up tubular (round, square
or rectangular hollow tubes etc.) trusses
etc., including cutting, hoisting, fixing in
10.16 position and applying a priming coat of
approved steel primer, including welding
and bolted with special shaped washers etc.
Steel work welded in built up sections/
framed work, including cutting, hoisting,
10.25 fixing in position and applying a priming
coat of approved steel primer using
structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, Kg 500 142.3 71150
railings, brackets, gates and similar works
Providing & fixing glass panes with putty
10.30 and glazing clips in steel doors, windows,
clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes (weight not less Sqm 6 940.3 5641.8
than 10 kg/sqm)
11.0 FLOORING
11.26S KOTA STONE FLOORING
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
Kota stone slab flooring over 20 mm
(average) thick base laid over and jointed
with grey cement slurry mixed with
11.26 pigment to match the shade of the slab,
including rubbing and polishing complete
with base of cement mortar 1 : 4 (1 cement
: 4 coarse sand) :
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
15 mm cement plaster on the rough side of
single or half brick wall of mix :
13.25 Extra for plastering:
13.26 Providing and applying plaster of paris Sqm 440 214.3 94292
putty of 2 mm thickness over plastered
surface to prepare the surface even and
smooth complete.
Applying priming coats with primer of
approved brand and manufacture, having
low VOC (Volatile Organic Compound )
Wall painting with plastic emulsion paint of
13.98 approved brand and manufacture to give an
15.0 DISMANTLING AND DEMOLISHING
Demolishing cement concrete manually/ by
mechanical means including disposal of
material within 50 metres lead as per
direction of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 6 2007.1 12042.6
equivalent design mix)
15.3 Demolishing R.C.C. work manually/ by cum 5 2928.1 14640.5
mechanical means including stacking of
27 steel bars and disposal of unserviceable
material within 50 metres lead as per
direction of Engineer - in- charge.
Demolishing brick work manually/ by
mechanical means including stacking of
15.7 serviceable material and disposal of
unserviceable material within 50 metres
lead as per direction of Engineer-in-charge.
15.60 Disposal of building rubbish / malba / similar cum 100 219.35 21935
unserviceable, dismantled or waste
materials by mechanical means, including
loading, transporting, unloading to
approved municipal dumping ground or as
approved by Engineer-in-charge, beyond 50
m initial lead, for all leads including all lifts
16.0 ROAD WORK
16.1S ROADS
16.3 Supplying and stacking at site.
16.49S MISCELLANEOUS
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
16.68 Providing and laying 60mm thick factory Sqm 256 951 243456
made cement concrete interlocking paver
block of M -30 grade made by block making
machine with strong vibratory compaction,
of approved size, design & shape, laid in
required colour and pattern over and
including 50mm thick compacted bed of
coarse sand, filling the joints with line sand
etc. all complete as per the direction of
Engineer-in-charge.
Providing and fixing G.I. chain link fabric
fencing of required width in mesh size
50x50 mm including strengthening with 2
mm dia wire or nuts, bolts and washers as
required complete as per the direction of
Engineer-in-charge.
16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated Sqm 128 901.65 115411.2
32 to achieve outer dia not less than 5 mm in
required colour and shade
22.0 WATER PROOFING
22.6 Providing and laying water proofing Sqm 39 585.55 22836.45
treatment on roofs of slabs by applying
cement slurry mixed with water proofing
cement compound consisting of applying:
(a) after surface preparation, first layer of
slurry of cement @ 0.488 kg/sqm mixed
with water proofing cement compound @
0.253 kg/sqm. (b) laying second layer of
Fibre glass cloth when the first layer is still
green. Overlaps of joints of fibre cloth
should not be less than 10 cm. (c) third
layer of 1.5 mm thickness consisting of
slurry of cement @ 1.289 kg/sqm mixed
with water proofing cement compound @
0.670 kg/sqm and coarse sand @ 1.289
kg/sqm. This will be allowed to air cure for 4
hours followed by water curing for 48 hours.
The entire treatment will be taken upto 30
cm on parapet wall and tucked into groove
in parapet all around. (d) fourth and final
layer of brick tiling with cement mortar
(which will be paid for separately. For the
purpose of measurement the entire treated
surface will be measured.
Schedule Schedule 6-Part-4 : Provision for electrical panel at MML PF No. 4 side JBP end.
Item- 1 All Schedule items of DSR-2021
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
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10 sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.25 Filling available excavated earth (excluding cum 25 253.95 6348.75
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m.
2.27 Supplying and filling in plinth with sand cum 24 2161.2 51868.8
3 under floors, including watering, ramming,
consolidating and dressing complete.
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
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 :
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources)
Centering and shuttering including
4.3 strutting, propping etc. and removal of form
5 4.3.1 Foundations, footings, bases for columns Sqm 50 307.95 15397.5
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
III) derived from natural sources: 3 graded
stone aggregate 20 mm nominal size
derived from natural sources)
Reinforced cement concrete work in walls
(any thickness), including attached
pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above
plinth level up to floor five level, excluding
cost of centering, shuttering, finishing and
reinforcement :
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 form
5.9.1 Foundations, footings, bases of columns, Sqm 20 307.95 6159
etc. for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies Sqm 36 766.55 27595.8
and access platform
5.9.5 Lintels, beams, plinth beams, girders, Sqm 608.35 608.35 370089.72
bressumers and cantilevers
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 grade Kg 2950 89.65 264467.5
Fe-500D or more.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S.
6.1 (non modular) bricks of class designation
7.5 in foundation and plinth in:
9.0 WOOD AND P.V.C. WORK
9.1S FRAMES AND TRUSSES
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
Providing wood work in frames of doors,
windows, clerestory windows and other
frames, wrought framed and fixed in
9.1 position with hold fast lugs or with dash
fasteners of required dia & length (hold fast
lugs or dash fastener shall be paid for
Providing and fixing 25 mm thick shutters
for cup board etc. :
Providing and fixing ISI marked flush door
shutters conforming to IS : 2202 (Part I)
decorative type, core of block board
construction with frame of 1st class hard
wood and well matched teak 3 ply
veneering with vertical grains or cross
bands and face veneers on both faces of
9.20.1 35 mm thick including ISI marked Stainless Sqm 2.1 3086.1 6480.81
Steel butt hinges with necessary screws
9.40S MISCELLANEOUS-WOOD WORK
Providing and fixing M.S. grills of required
pattern in frames of windows etc. with M.S.
9.48 flats, square or round bars etc. including
priming coat with approved steel primer all
9.48.2 Fixed to openings /wooden frames with rawl Kg 200 197.7 39540
plugs screws etc.
10.0 STEEL WORK
Steel work welded in built up sections/
framed work, including cutting, hoisting,
10.25 fixing in position and applying a priming
coat of approved steel primer using
structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, Kg 2000 142.3 284600
railings, brackets, gates and similar works
Providing & fixing glass panes with putty
10.30 and glazing clips in steel doors, windows,
clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes (weight not less Sqm 10.05 940.3 9450.02
than 10 kg/sqm)
11.0 FLOORING
11.26S KOTA STONE FLOORING
Kota stone slab flooring over 20 mm
(average) thick base laid over and jointed
with grey cement slurry mixed with
11.26 pigment to match the shade of the slab,
including rubbing and polishing complete
with base of cement mortar 1 : 4 (1 cement
: 4 coarse sand) :
12.0 ROOFING
Providing and fixing on wall face
unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC rain
12.42 water pipes conforming to IS : 13592 Type
A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap
for thermal expansion.
JABALPUR DIVISION-ENGG/WEST CENTRAL RLY
12.50 Providing and fixing precoated galvanised Sqm 100 671.55 67155
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 required.
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
15 mm cement plaster on the rough side of
single or half brick wall of mix :
Wall painting with acrylic emulsion paint of
13.60 approved brand and manufacture to give an
16.0 ROAD WORK
16.1S ROADS
16.3 Supplying and stacking at site.
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nit.pdf
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TDRepairandRenovationofRailSaurabhClub.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
Compressed_COMMONelect.pdf
ATTACHMENT
AnnexureVIB.pdf
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Listofapprovedbrand.pdf
ATTACHMENT
SGCCApril22ACSNo.8to11.pdf
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RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
Specialconditions4miscRailSaurabh.pdf
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