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Tender Value
₹6.0 Cr
EMD Value
₹4.5 L
Closing Date
15 Apr 2025, 3:00 pmClosed
Raising of medium level platform into high level platform at four stations in Senior Section Engineer/Works/Lalgudi section.
TPJ-04-2025-02
TPJ-04-2025-02
Open
Works - General
10 Months
Tiruchirappalli, Tamil Nadu
₹0
₹4.5 L
24 Mar 2025
24 Mar 2025
percentage above or below the advertised value of schedule 'A1' (The advertised value is inclusive
of Railways escalation over CPWD-DSR 2021 basic value.
Item- 1 Raising of PF No.1 & 2 at PNDM station yard
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including
loading,unloading and stacking
1.1.1 Lime, moorum, building rubbish
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 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.
2.27 Supplying and filling in plinth with sand under cum 57 2161.2 123188.4
3 floors, including watering, ramming,
consolidating and dressing complete.
2.31 Clearing jungle including uprooting of rank Sqm 400 14.5 5800
vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a
height of 1 m above ground level and removal
of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
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
derived from natural sources: 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Centering and shuttering including strutting,
propping etc. and removal of form work for :
6 4.3.1 Foundations, footings, bases for columns Sqm 300 307.95 92385
4.3.2 Retaining walls, return walls, walls (any Sqm 3000 669.55 2008650
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
4.14S MISCELLANEOUS
Providing and laying in position ready mixed or
site batched design mix cement concrete for
plain cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana/Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to
i m p r o v e durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the
minimum specified cement content in design
mix shall be payable separately. In case the
cement content in design mix is more than
110% of the minimum specified cement
content, the contractor shall have discretion to
either re-design the mix or bear the cost of
4.20.2 All works above plinth and upto floor V level :
4.20.2.3 Concrete of M20 grade with minimum cement cum 346 10009.5 3463287
content of 270 kg /cum
5.0 REINFORCED CEMENT CONCRETE
5.12S PRE-CAST RCC
5.12 Providing, hoisting and fixing above plinth level cum 373 9673.5 3608215.5
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
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).
5.23S MISCELLANEOUS
5.28 Providing and fixing in position 12mm thick per cm 19 567.25 10777.75
bitumen impregnated fiber board conforming to depth
IS: 1838, including cost of primer, sealing per
compound Grade-A in expansion joints. 100m
5.33S DESIGN MIX CONCRETE
5.35 Add for using extra cement in the items of Quintal 291 688.45 200338.95
11 design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
11.0 FLOORING
11.16S TILE FLOORING
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
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 coarse sand).
13 11.20.1 Light shade pigment using white cement Sqm 660 1233.05 813813
12.0 ROOFING
Providing, fixing and embedding sand cast iron
accessories for rain water pipes in the masonry
12.40 surrounded with 12 mm thick cement mortar of
the same mix, as that of masonry (lead
caulking will be paid for separately):
Providing and fixing on wall face unplasticised
Rigid PVC rain water pipes conforming to IS :
12.41 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
Extra for plastering done on moulding, cornices
13.24 or architraves including neat finish to line and
Wall painting with acrylic emulsion paint,
having VOC (Volatile Organic Compound )
content less than 50 grams/ litre, of approved
brand and manufacture, including applying
additional coats wherever required, to achieve
even shade and colour.
Applying priming coats with primer of approved
13.85 brand and manufacture, having low VOC
(Volatile Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall Sqm 929 64.45 59874.05
18 surface having VOC content less than 50
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 174 2007.1 349235.4
equivalent design mix)
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.
Dismantling dressed stone work ashlar face
stone work, marble work or precast concrete
work manually/ by mechanical means including
stacking of serviceable and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge :
16.0 ROAD WORK
16.49S MISCELLANEOUS
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
16.62 Providing and applying 2.5 mm thick road Sqm 165 623.8 102927
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
22 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.
16.75 Providing and laying C.C. pavement of mix M- cum 600 8277.55 4966530
25 with ready mixed concrete from batching
plant. The ready mixed concrete shall be laid
and finished with screed board vibrator ,
vacuum dewatering process and finally finished
by floating, brooming with wire brush etc.
complete as per specifications and directions of
Engineer-in-charge. (The panel shuttering work
shall be paid for separately). (Note:- Cement
content considered in this item is @ 330
kg/cum. Excess/less cement used as per design
mix is payable/ recoverable separately).
16.90 Providing and laying tactile tile (for vision Sqm 330 1719 567270
impaired persons as per standards) of size
300x300x9.8mm having with water absorption
less than 0.5% and conforming to IS:15622 of
approved make in all colours and shades in for
outdoor floors such as footpath, court yard,
multi modals location etc., laid on 20mm thick
base of cement mortar 1:4 (1 cement : 4 coarse
sand) in all shapes & patterns including
grouting the joints with white cement mixed
with matching pigments etc. complete as per
direction of Engineer-in-Charge.
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes
jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of
joints complete as per direction of Engineer in
Charge.-External work
18.15S BRASS FITTINGS
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
19.0 DRAINAGE
Providing and fixing in position pre-cast R.C.C.
19.19 manhole cover and frame of required shape
and approved quality
29 19.19.2.1 Square shape 450 mm internal dimension Each 22 1257.4 27662.8
Item- 2 Raising of PF No.1 at MTUR station yard
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including
loading,unloading and stacking
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
1.1.1 Lime, moorum, building rubbish
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 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.
2.27 Supplying and filling in plinth with sand under cum 22 2161.2 47546.4
3 floors, including watering, ramming,
consolidating and dressing complete.
2.31 Clearing jungle including uprooting of rank Sqm 500 14.5 7250
vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a
height of 1 m above ground level and removal
of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
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
derived from natural sources: 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
Centering and shuttering including strutting,
propping etc. and removal of form work for :
6 4.3.1 Foundations, footings, bases for columns Sqm 120 307.95 36954
4.3.2 Retaining walls, return walls, walls (any Sqm 1200 669.55 803460
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
4.14S MISCELLANEOUS
Providing and laying in position ready mixed or
site batched design mix cement concrete for
plain cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana/Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to
i m p r o v e durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the
minimum specified cement content in design
mix shall be payable separately. In case the
cement content in design mix is more than
110% of the minimum specified cement
content, the contractor shall have discretion to
either re-design the mix or bear the cost of
4.20.2 All works above plinth and upto floor V level :
4.20.2.3 Concrete of M20 grade with minimum cement cum 139 10009.5 1391320.5
content of 270 kg /cum
5.0 REINFORCED CEMENT CONCRETE
5.12S PRE-CAST RCC
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
5.12 Providing, hoisting and fixing above plinth level cum 144 9673.5 1392984
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
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).
5.23S MISCELLANEOUS
5.28 Providing and fixing in position 12mm thick per cm 10 567.25 5672.5
bitumen impregnated fiber board conforming to depth
IS: 1838, including cost of primer, sealing per
compound Grade-A in expansion joints. 100m
5.33S DESIGN MIX CONCRETE
5.35 Add for using extra cement in the items of Quintal 112 688.45 77106.4
11 design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
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 coarse sand).
13 11.20.1 Light shade pigment using white cement Sqm 252 1233.05 310728.6
12.0 ROOFING
Providing, fixing and embedding sand cast iron
accessories for rain water pipes in the masonry
12.40 surrounded with 12 mm thick cement mortar of
the same mix, as that of masonry (lead
caulking will be paid for separately):
Providing and fixing on wall face unplasticised
Rigid PVC rain water pipes conforming to IS :
12.41 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
Extra for plastering done on moulding, cornices
13.24 or architraves including neat finish to line and
Wall painting with acrylic emulsion paint,
having VOC (Volatile Organic Compound )
content less than 50 grams/ litre, of approved
brand and manufacture, including applying
additional coats wherever required, to achieve
even shade and colour.
Applying priming coats with primer of approved
13.85 brand and manufacture, having low VOC
(Volatile Organic Compound ) content.
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
13.85.3 With water thinnable cement primer on wall Sqm 358 64.45 23073.1
18 surface having VOC content less than 50
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 66 2007.1 132468.6
equivalent design mix)
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.
Dismantling dressed stone work ashlar face
stone work, marble work or precast concrete
work manually/ by mechanical means including
stacking of serviceable and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge :
16.0 ROAD WORK
16.49S MISCELLANEOUS
16.62 Providing and applying 2.5 mm thick road Sqm 63 623.8 39299.4
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
22 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.
16.75 Providing and laying C.C. pavement of mix M- cum 225 8277.55 1862448.75
25 with ready mixed concrete from batching
plant. The ready mixed concrete shall be laid
and finished with screed board vibrator ,
vacuum dewatering process and finally finished
by floating, brooming with wire brush etc.
complete as per specifications and directions of
Engineer-in-charge. (The panel shuttering work
shall be paid for separately). (Note:- Cement
content considered in this item is @ 330
kg/cum. Excess/less cement used as per design
mix is payable/ recoverable separately).
16.90 Providing and laying tactile tile (for vision Sqm 126 1719 216594
impaired persons as per standards) of size
300x300x9.8mm having with water absorption
less than 0.5% and conforming to IS:15622 of
approved make in all colours and shades in for
outdoor floors such as footpath, court yard,
multi modals location etc., laid on 20mm thick
base of cement mortar 1:4 (1 cement : 4 coarse
sand) in all shapes & patterns including
grouting the joints with white cement mixed
with matching pigments etc. complete as per
direction of Engineer-in-Charge.
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes
jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of
joints complete as per direction of Engineer in
Charge.-External work
18.15S BRASS FITTINGS
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
19.0 DRAINAGE
Providing and fixing in position pre-cast R.C.C.
19.19 manhole cover and frame of required shape
and approved quality
Item- 3 Raising of PF No.1 at KTTR station yard
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including
loading,unloading and stacking
1.1.1 Lime, moorum, building rubbish
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 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.
2.27 Supplying and filling in plinth with sand under cum 17 2161.2 36740.4
3 floors, including watering, ramming,
consolidating and dressing complete.
2.31 Clearing jungle including uprooting of rank Sqm 1480 14.5 21460
vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a
height of 1 m above ground level and removal
of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
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
derived from natural sources: 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
Centering and shuttering including strutting,
propping etc. and removal of form work for :
6 4.3.1 Foundations, footings, bases for columns Sqm 90 307.95 27715.5
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
4.3.2 Retaining walls, return walls, walls (any Sqm 900 669.55 602595
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
4.14S MISCELLANEOUS
Providing and laying in position ready mixed or
site batched design mix cement concrete for
plain cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana/Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to
i m p r o v e durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the
minimum specified cement content in design
mix shall be payable separately. In case the
cement content in design mix is more than
110% of the minimum specified cement
content, the contractor shall have discretion to
either re-design the mix or bear the cost of
4.20.2 All works above plinth and upto floor V level :
4.20.2.3 Concrete of M20 grade with minimum cement cum 105 10009.5 1050997.5
content of 270 kg /cum
5.0 REINFORCED CEMENT CONCRETE
5.12S PRE-CAST RCC
5.12 Providing, hoisting and fixing above plinth level cum 109 9673.5 1054411.5
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
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).
5.23S MISCELLANEOUS
5.28 Providing and fixing in position 12mm thick per cm 15 567.25 8508.75
bitumen impregnated fiber board conforming to depth
IS: 1838, including cost of primer, sealing per
compound Grade-A in expansion joints. 100m
5.33S DESIGN MIX CONCRETE
5.35 Add for using extra cement in the items of Quintal 152 688.45 104644.4
11 design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S. (non
6.1 modular) bricks of class designation 7.5 in
foundation and plinth in:
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
10.0 STEEL WORK
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in
10.25 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, railings, Kg 475 142.3 67592.5
brackets, gates and similar works
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 coarse sand).
15 11.20.1 Light shade pigment using white cement Sqm 192 1233.05 236745.6
12.0 ROOFING
Providing, fixing and embedding sand cast iron
accessories for rain water pipes in the masonry
12.40 surrounded with 12 mm thick cement mortar of
the same mix, as that of masonry (lead
caulking will be paid for separately):
Providing and fixing on wall face unplasticised
Rigid PVC rain water pipes conforming to IS :
12.41 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
Extra for plastering done on moulding, cornices
13.24 or architraves including neat finish to line and
Painting with synthetic enamel paint of
13.61 approved brand and manufacture to give an
Wall painting with acrylic emulsion paint,
having VOC (Volatile Organic Compound )
content less than 50 grams/ litre, of approved
brand and manufacture, including applying
additional coats wherever required, to achieve
even shade and colour.
Applying priming coats with primer of approved
13.85 brand and manufacture, having low VOC
(Volatile Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall Sqm 420 64.45 27069
21 surface having VOC content less than 50
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 168 2007.1 337192.8
equivalent design mix)
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
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.
Dismantling dressed stone work ashlar face
stone work, marble work or precast concrete
work manually/ by mechanical means including
stacking of serviceable and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge :
Dismantling and stacking within 50 metres
lead, fencing posts or struts including all earth
work and dismantling of concrete etc. in base
Dismantling precast concrete or stone slabs in
15.40 walls, partition walls etc. including stacking
within 50 metres lead :
16.0 ROAD WORK
16.49S MISCELLANEOUS
16.62 Providing and applying 2.5 mm thick road Sqm 111 623.8 69241.8
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
27 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.
16.75 Providing and laying C.C. pavement of mix M- cum 375 8277.55 3104081.25
25 with ready mixed concrete from batching
plant. The ready mixed concrete shall be laid
and finished with screed board vibrator ,
vacuum dewatering process and finally finished
by floating, brooming with wire brush etc.
complete as per specifications and directions of
Engineer-in-charge. (The panel shuttering work
shall be paid for separately). (Note:- Cement
content considered in this item is @ 330
kg/cum. Excess/less cement used as per design
mix is payable/ recoverable separately).
16.90 Providing and laying tactile tile (for vision Sqm 222 1719 381618
impaired persons as per standards) of size
300x300x9.8mm having with water absorption
less than 0.5% and conforming to IS:15622 of
approved make in all colours and shades in for
outdoor floors such as footpath, court yard,
multi modals location etc., laid on 20mm thick
base of cement mortar 1:4 (1 cement : 4 coarse
sand) in all shapes & patterns including
grouting the joints with white cement mixed
with matching pigments etc. complete as per
direction of Engineer-in-Charge.
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes
jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of
joints complete as per direction of Engineer in
Charge.-External work
18.15S BRASS FITTINGS
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
19.0 DRAINAGE
Providing and fixing in position pre-cast R.C.C.
19.19 manhole cover and frame of required shape
and approved quality
Item- 4 Raising of PF No.1 at ICG station yard
S No. Item No Description of Item Unit Qty Rate Amount
1.0 CARRIAGE OF MATERIALS
By Mechanical Transport including
loading,unloading and stacking
1.1.1 Lime, moorum, building rubbish
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 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.
2.27 Supplying and filling in plinth with sand under cum 22 2161.2 47546.4
3 floors, including watering, ramming,
consolidating and dressing complete.
2.31 Clearing jungle including uprooting of rank Sqm 450 14.5 6525
vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a
height of 1 m above ground level and removal
of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
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
derived from natural sources: 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
Centering and shuttering including strutting,
propping etc. and removal of form work for :
6 4.3.1 Foundations, footings, bases for columns Sqm 120 307.95 36954
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
4.3.2 Retaining walls, return walls, walls (any Sqm 1200 669.55 803460
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
4.14S MISCELLANEOUS
Providing and laying in position ready mixed or
site batched design mix cement concrete for
plain cement concrete work; using coarse
aggregate and fine aggregate derived from
natural sources, Portland Pozzolana/Ordinary
Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to
i m p r o v e durability and workability without
impairing strength; including pumping of
concrete to site of laying, curing, carriage for
all leads; but excluding the cost of centering,
shuttering and finishing as per direction of the
engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the
minimum specified cement content in design
mix shall be payable separately. In case the
cement content in design mix is more than
110% of the minimum specified cement
content, the contractor shall have discretion to
either re-design the mix or bear the cost of
4.20.2 All works above plinth and upto floor V level :
4.20.2.3 Concrete of M20 grade with minimum cement cum 141 10009.5 1411339.5
content of 270 kg /cum
5.0 REINFORCED CEMENT CONCRETE
5.12S PRE-CAST RCC
5.12 Providing, hoisting and fixing above plinth level cum 144 9673.5 1392984
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
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).
5.23S MISCELLANEOUS
5.28 Providing and fixing in position 12mm thick per cm 10 567.25 5672.5
bitumen impregnated fiber board conforming to depth
IS: 1838, including cost of primer, sealing per
compound Grade-A in expansion joints. 100m
5.33S DESIGN MIX CONCRETE
5.35 Add for using extra cement in the items of Quintal 112 688.45 77106.4
11 design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
Brick work with common burnt clay F.P.S. (non
6.1 modular) bricks of class designation 7.5 in
foundation and plinth in:
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V
level in all shapes and sizes in :
10.0 STEEL WORK
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in
10.25 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, railings, Kg 1197 142.3 170333.1
brackets, gates and similar works
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 coarse sand).
15 11.20.1 Light shade pigment using white cement Sqm 252 1233.05 310728.6
12.0 ROOFING
Providing, fixing and embedding sand cast iron
accessories for rain water pipes in the masonry
12.40 surrounded with 12 mm thick cement mortar of
the same mix, as that of masonry (lead
caulking will be paid for separately):
Providing and fixing on wall face unplasticised
Rigid PVC rain water pipes conforming to IS :
12.41 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for
thermal expansion, (i) Single socketed pipes.
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
Extra for plastering done on moulding, cornices
13.24 or architraves including neat finish to line and
Painting with synthetic enamel paint of
13.61 approved brand and manufacture to give an
Wall painting with acrylic emulsion paint,
having VOC (Volatile Organic Compound )
content less than 50 grams/ litre, of approved
brand and manufacture, including applying
additional coats wherever required, to achieve
even shade and colour.
Applying priming coats with primer of approved
13.85 brand and manufacture, having low VOC
(Volatile Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall Sqm 726 64.45 46790.7
21 surface having VOC content less than 50
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 66 2007.1 132468.6
equivalent design mix)
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
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.
Dismantling dressed stone work ashlar face
stone work, marble work or precast concrete
work manually/ by mechanical means including
stacking of serviceable and disposal of
unserviceable material within 50 metres lead
as per direction of Engineer-in-charge :
16.0 ROAD WORK
16.49S MISCELLANEOUS
16.62 Providing and applying 2.5 mm thick road Sqm 63 623.8 39299.4
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
25 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.
16.75 Providing and laying C.C. pavement of mix M- cum 225 8277.55 1862448.75
25 with ready mixed concrete from batching
plant. The ready mixed concrete shall be laid
and finished with screed board vibrator ,
vacuum dewatering process and finally finished
by floating, brooming with wire brush etc.
complete as per specifications and directions of
Engineer-in-charge. (The panel shuttering work
shall be paid for separately). (Note:- Cement
content considered in this item is @ 330
kg/cum. Excess/less cement used as per design
mix is payable/ recoverable separately).
16.90 Providing and laying tactile tile (for vision Sqm 126 1719 216594
impaired persons as per standards) of size
300x300x9.8mm having with water absorption
less than 0.5% and conforming to IS:15622 of
approved make in all colours and shades in for
outdoor floors such as footpath, court yard,
multi modals location etc., laid on 20mm thick
base of cement mortar 1:4 (1 cement : 4 coarse
sand) in all shapes & patterns including
grouting the joints with white cement mixed
with matching pigments etc. complete as per
direction of Engineer-in-Charge.
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes
jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing of
joints complete as per direction of Engineer in
Charge.-External work
18.15S BRASS FITTINGS
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
19.0 DRAINAGE
Providing and fixing in position pre-cast R.C.C.
19.19 manhole cover and frame of required shape
and approved quality
Schedule A2-All items which are covered by Unified Standard Schedule of rates 2021 for
Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The
Schedule tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the
advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over
USSOR 2021 basic value)
Item- 1 Raising of PF No.1 & 2 at PNDM station yard
S No. Item No Description of Item Unit Qty Rate Amount
Earthwork in filling in embankment, guide
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation
of foundations as applicable, benching in
existing banks wherever required, spreading in
layers with motor grader, bringing the moisture
content to OMC, mechanical compaction to
specified density and dressing of bank to final
profile as per RDSO Specifications:
RDSO/2020/GE: IRS-0004 with latest correction
s l i p s . Note: 1) Foundation preparation,
Benching including additional earthwork on
account of this, wherever required, shall be
paid extra under relevant schedule item for
benching. 2) Payment for Earthwork under this
item shall be made based on the cross section
measurements calculated (i) with original
ground profile of existing bank based on initial
ground levels before doing benching and (ii)
final profile of the bank worked out with final
levels as per prevailing guidelines.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working
2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 80.00 867.49 69399.20
minimum 1.10 cum bucket capacity
Item- 2 Raising of PF No.1 at MTUR station yard
S No. Item No Description of Item Unit Qty Rate Amount
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
Earthwork in filling in embankment, guide
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation
of foundations as applicable, benching in
existing banks wherever required, spreading in
layers with motor grader, bringing the moisture
content to OMC, mechanical compaction to
specified density and dressing of bank to final
profile as per RDSO Specifications:
RDSO/2020/GE: IRS-0004 with latest correction
s l i p s . Note: 1) Foundation preparation,
Benching including additional earthwork on
account of this, wherever required, shall be
paid extra under relevant schedule item for
benching. 2) Payment for Earthwork under this
item shall be made based on the cross section
measurements calculated (i) with original
ground profile of existing bank based on initial
ground levels before doing benching and (ii)
final profile of the bank worked out with final
levels as per prevailing guidelines.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working
2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 40.00 867.49 34699.60
minimum 1.10 cum bucket capacity
Item- 3 Raising of PF No.1 at KTTR station yard
S No. Item No Description of Item Unit Qty Rate Amount
Earthwork in filling in embankment, guide
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation
of foundations as applicable, benching in
existing banks wherever required, spreading in
layers with motor grader, bringing the moisture
content to OMC, mechanical compaction to
specified density and dressing of bank to final
profile as per RDSO Specifications:
RDSO/2020/GE: IRS-0004 with latest correction
s l i p s . Note: 1) Foundation preparation,
Benching including additional earthwork on
account of this, wherever required, shall be
paid extra under relevant schedule item for
benching. 2) Payment for Earthwork under this
item shall be made based on the cross section
measurements calculated (i) with original
ground profile of existing bank based on initial
ground levels before doing benching and (ii)
final profile of the bank worked out with final
levels as per prevailing guidelines.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working
TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY
2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 100.00 867.49 86749.00
minimum 1.10 cum bucket capacity
Item- 4 Raising of PF No.1 at ICG station yard
S No. Item No Description of Item Unit Qty Rate Amount
Earthwork in filling in embankment, guide
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation
of foundations as applicable, benching in
existing banks wherever required, spreading in
layers with motor grader, bringing the moisture
content to OMC, mechanical compaction to
specified density and dressing of bank to final
profile as per RDSO Specifications:
RDSO/2020/GE: IRS-0004 with latest correction
s l i p s . Note: 1) Foundation preparation,
Benching including additional earthwork on
account of this, wherever required, shall be
paid extra under relevant schedule item for
benching. 2) Payment for Earthwork under this
item shall be made based on the cross section
measurements calculated (i) with original
ground profile of existing bank based on initial
ground levels before doing benching and (ii)
final profile of the bank worked out with final
levels as per prevailing guidelines.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working
2 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 100.00 867.49 86749.00
minimum 1.10 cum bucket capacity
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