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Tender Value
₹99.8 L
EMD Value
₹2.0 L
Closing Date
15 Jul 2026, 1:00 pm
Similar tender results from the same govt authority in the past 3 years.
Repairs to office of SSE/Signal/SPP, SSE/Telecom/SPP, SSE/TRD/SPP, SSE/Works/SPP, SSE/P.Way/SPP and other offices including all stores in the jurisdiction of SSE/Works/SPP.
SEE26-27-67
SEE26-27-67
Open
12 Months
Unknown (Unspecified Location)
₹0
₹2.0 L
22 Jun 2026
22 Jun 2026
1 Jul 2026
corrections as per (Schedule A) Annexure "A-1" except steel reinforcement.
All items in connection with works under CPWD-DSR-2021 schedule with up to date corrections as
per (Schedule A) Annexure "A-1" except steel reinforcement.
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.27 Supplying and filling in plinth with sand under cum 525 2161.2 1134630
1 floors, including watering, ramming,
consolidating and dressing complete.
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
Surface dressing of the ground including
removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish,
lead up to 50 m and lift up to 1.5 m.
2.31 Clearing jungle including uprooting of rank Sqm 350 14.5 5075
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.
Felling trees of the girth (measured at a height
of 1 m above ground level), including cutting of
2.33 trunks and branches, removing the roots and
stacking of serviceable material and disposal of
unserviceable material.
2.33.2 Beyond 60 cm girth upto and including 120 cm Each 15 1957.15 29357.25
2.33.3 Beyond 120 cm girth upto and including 240 cm Each 10 9084.05 90840.5
5.0 REINFORCED CEMENT CONCRETE
5.1S CAST IN SITU
Providing and laying in position specified grade
of reinforced cement concrete, excluding the
cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
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,
5.2 columns, pillars, piers, abutments, posts and
struts etc. above plinth level up to floor five
level, excluding cost of centering, shuttering,
finishing and reinforcement :
derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from
natural sources)
5.3 Reinforced cement concrete work in beams, cum 6 10719.3 64315.8
suspended floors, roofs having slope up to 15
degree landings, balconies, shelves, chajjas,
lintels, bands, plain window sills, staircases and
spiral stair cases above plinth level up to floor
9 five level, excluding the cost of centering,
shuttering, finishing and 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).
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, Sqm 115 608.35 69960.25
bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 131.4 804.25 105678.45
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 :
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
6.12S HALF BRICK MASONRY
Half brick masonry with common burnt clay
F.P.S. (non modular) bricks of class designation
7.5 in superstructure above plinth level up to
8.0 CLADDING WORK
8.20S STONE WORK DRY CLADDING
8.31 Providing and fixing Ist quality ceramic glazed Sqm 84.8 1063.45 90180.56
wall tiles conforming to IS: 15622 (thickness to
be specified by the manufacturer), of approved
make, in all colours, shades except burgundy,
bottle green, black of any size as approved by
14 Engineer-in-Charge, in skirting, risers of steps
and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and
jointing with grey cement slurry @ 3.3kg per
sqm, including pointing in white cement mixed
with pigment of matching shade complete.
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) non-
decorative type, core of block board
9.21 construction with frame of 1st class hard wood
and well matched commercial 3 ply veneering
with vertical grains or cross bands and face
veneers on both faces of shutters:
9.21.1 35 mm thick including ISI marked Stainless Steel Sqm 7.56 2015.75 15239.07
butt hinges with necessary screws
10.0 STEEL WORK
10.1 Structural steel work in single section, fixed with Kg 1800 93.05 167490
or without connecting plate, including cutting,
16 hoisting, fixing in position and applying a
priming coat of approved steel primer all
11.0 FLOORING
11.2 Dry brick on edge flooring in required pattern Sqm 231 733.3 169392.3
with bricks of class designation 7.5 on a bed of
17 12 mm mud mortar, including filling joints with
local sand, with common burnt clay non modular
11.5 62 mm thick cement concrete flooring with Sqm 55.17 928.65 51233.62
concrete hardener topping, under layer 50 mm
thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20mm
nominal size) and top layer 12mm thick cement
hardener consisting of mix 1:2 (1 cement
hardener mix : 2 graded stone aggregate, 6mm
nominal size) by volume, hardening compound
mixed @ 2 litre per 50 kg of cement or as per
manufacture's specifications. This includes cost
of cement slurry, but excluding the cost of
nosing of steps etc. complete.
11.37S CERAMIC GLAZED TILES
11.37 Providing and laying Ceramic glazed floor tiles Sqm 23.5 935.6 21986.6
of size 300x300 mm (thickness to be specified
by the manufacturer) of 1st quality conforming
to IS : 15622 of approved make in colours such
as White, Ivory, Grey, Fume Red Brown, laid on
20 mm thick cement mortar 1:4 (1 Cement : 4
Coarse sand), Jointing with grey cement slurry @
3.3 kg/sqm including pointing the joints with
white cement and matching pigment etc.,
11.41S VITRIFIED FLOOR TILES
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
Providing and laying vitrified floor tiles in
different sizes (thickness to be specified by the
manufacturer) with water absorption less than
0.08% and conforming to IS: 15622, of approved
11.41 make, in all colours and shades, laid on 20mm
thick cement mortar 1:4 (1 cement : 4 coarse
sand), jointing with grey cement slurry @ 3.3 kg/
s q m including grouting the joints with white
cement and matching pigments etc., complete.
12.0 ROOFING
12.1S SHEET ROOFING
12.11 Extra for providing and fixing wind ties of 40x 6 Metre 252 163.65 41239.8
mm flat iron section.
Providing and fixing on wall face unplasticised -
PVC moulded fittings/ accessories for
unplasticised Rigid PVC 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.
12.50 Providing and fixing precoated galvanised iron Sqm 433 671.55 290781.15
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.
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
Providing & fixing false ceiling at all height
including providing & fixing of framework made
of special section, power pressed from M.S.
sheets and galvanised with zinc coating of 120
gms/ sqm (both side inclusive) as per IS : 277
and consisting of angle cleat of size 25mm wide
x 1.6mm thick with flanges of 27mm and 37mm,
at 1200mm c/c, one flange fixed to the ceiling
with dash fastener 12.5mm dia x 50mm long
with 6mm dia bolts, other flange of cleat fixed
to the angle hangers of 25 x10 x0.50mm of
required length with nuts & bolts of required
size and other end of angle hanger fixed with
intermediate G.I chanels 45 x15 x 0.90mm
running at the spacing of 1200 mm c/c, to which
the ceiling section 0.5mm thick bottom wedge
of 80mm with tapered flanges of 26 mm each
having lips of 10.5mm, at 450mm c/c, shall be
fixed in a direction perpendicular to G.I
intermediate channel with connecting clip made
out of 2.64mm dia x 230mm long G.I wire at
12.59 every junction, including fixing perimeter
channels 0.50mm thick 27mm high having
flanges of 20mm and 30mm long, the perimeter
of ceiling fixed to wall/ partitions with the help of
Rawl plugs at 450mm centre, with 25mm long
dry wall screws @ 230mm interval, including
fixing of Calcium Silicate Board to ceiling section
and perimeter channels with the help of dry wall
screws of size 3.5 x25mm at 230mm c/c,
including jointing & finishing to a flush finish of
tapered and square edges of the board with
recommended jointing compounds, jointing
tapes,finishing with jointing compounds in three
layers covering up to 150mm on both sides of
joints and two coats of primer suitable for
boards, all as per manufacture's specification
and also including the cost of making opening
for light fittings, grills, diffusers, cut outs made
with frame of perimeter channels suitably fixed,
all complete as per drawings, specificaton and
direction of the Engineer in charge but
excluding the cost of painting with:
12.59.1 8 mm thick Calcium Silicate Board made with Sqm 65 1330.4 86476
Calcareous & Siliceous materials reinforced with
cellulose fiber manufactured through
autoclaving process.
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
13.25 Extra for plastering:
13.26 Providing and applying plaster of paris putty of 2 Sqm 1050 214.3 225015
26 mm thickness over plastered surface to prepare
the surface even and smooth complete.
13.44S EXTERIOR FINISHING
Finishing walls with Acrylic Smooth exterior paint
of required shade :
27 ltr/10 sqm over and including priming coat of
exterior primer applied @ 2.20 kg/10 sqm)
Lettering with black Japan paint of approved letter
brand and manufacture per cm
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
Applying priming coats with primer of approved
13.85 brand and manufacture, having low VOC
(Volatile Organic Compound ) content.
Distempering with 1st quality acrylic distember
(Ready mix) having VOC content less than 50
grams/ litre of approved brand and manufacture
to give an even shade :
Painting with synthetic enamel paint of
13.99 approved brand and manufacture of required
colour to give an even shade :
Finishing walls with Acrylic Smooth exterior paint
of required shade :
13.111.2 Old work (One or more coat applied @ 0.90 Sqm 4270 74.75 319182.5
14.0 REPAIRS TO BUILDING
14.75AS ROUTINE MAINTENANCE WORK
14.79 Disconnecting damaged overhead/terrace PVC Each 4 357.55 1430.2
water storage tank of any size from water supply
32 line and removing from the terrace including
shifting at ground level as per direction of
Engineer-in-charge.
14.86 Providing and laying in situ seven course water Sqm 250 615 153750
proofing treatment with APP (Atactic poly-
propylene) modified Polymeric memberane over
roof consisting of first coat of bitumen primer @
0.40 litre per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20 Kg/sqm, which shall
consist of blown type bitumen of grade 85/25
conforming to IS : 702, 3rd and 5th layers of
roofing membrane APP modified Polymeric
membrane 1.5 mm thick of 2.25 Kg/sqm weight
consisting of five layers prefabricated with
centre core as 20 micron HMHDPE film
sandwiched on both sides with polymeric mix
and the polymeric mix is protected on both side
with 20 micron HMHDPE film. 7th, the top most
layer shall be finished with brick tiles of class
designation 10 grouted with cement mortar 1:3
(1cement : 3 fine sand) mixed with 2% integral
water proofing compound by weight of cement
over a 12 mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat (item of
laying brick tiles shall be paid for separately).
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 3.38 2007.1 6784
equivalent design mix)
15.41 Dismantling cement asbestos or other hard Sqm 217 46.5 10090.5
board ceiling or partition walls including
stacking of serviceable materials and disposal of
unserviceable materials within 50 metres lead.
15.56 Dismantling old plaster or skirting raking out Sqm 450 45.05 20272.5
joints and cleaning the surface for plaster
including disposal of rubbish to the dumping
ground within 50 metres lead.
16.0 ROAD WORK
16.3 Supplying and stacking at site.
38 16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 30 1865 55950
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
16.4 Laying, spreading and compacting stone cum 150 865.8 129870
aggregate of specified sizes to WBM
specifications in uniform thickness, hand
picking, rolling with 3 wheeled road/vibratory
40 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
16.18 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 used.
16.19 Supplying at site Angle iron post & strut of Kg 380 99.95 37981
required size including bottom to be split and
42 bent at right angle in opposite direction for 10
cm length and drilling holes upto 10 mm dia.
16.42S CONCRETE PAVEMENTS
sand : 4 graded stone aggregate 40 mm
nominal size) in pavements, laid to required
slope and camber in panels as required
including consolidation finishing and tamping
17.0 SANITARY INSTALLATIONS
Providing and fixing white vitreous china
pedestal type water closet (European type W.C.
pan) with seat and lid, 10 litre low level white
P.V.C. flushing cistern, including flush pipe, with
manually controlled device (handle lever),
conforming to IS : 7231, with all fittings and
fixtures complete, including cutting and making
good the walls and floors wherever required :
17.2.1 W.C. pan with ISI marked white solid plastic seat Each 4 5540.55 22162.2
Providing and fixing P.V.C. low level flushing
cistern with manually controlled device (handle
lever) conforming to IS : 7231, with all fittings
and fixtures complete.
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, including fixing
18.7 the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints
complete as per direction of Engineer in
Charge.-Internal work - Exposed on wall
SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY
Providing and fixing G.I. pipes complete with G.I.
18.12 fittings including trenching and refilling etc.-
18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES
18.48 Providing and placing on terrace (at all floor Litre 6000 9.7 58200
levels) polyethylene water storage tank, IS :
12701 marked, with cover and suitable locking
arrangement and making necessary holes for
inlet, outlet and overflow pipes but without
fittings and the base support for tank.
20.0 PILE WORK
Boring with hydraulic piling rigs with power
units, providing and installing cast in situ single
under reamed piles of specified diameter and
length below pile cap in M-25 cement concrete,
to carry a safe working load not less than
20.3 specified, excluding the cost of steel
reinforcement but including the cost of boring
with bentonite solution and the length of the
pile to be embedded in pile cap etc. all
complete. (Length of pile for payment shall be
measured upto to the bottom of pile cap) :
Extra over single under ream for providing
additional bulbs in under reamed piles, under
specified diameter(only the nos. of extra bulbs
are to be paid)
Schedule Schedule A 3-Items of steel reinforcement udner DSR-2021.
Item- 01 Items of steel reinforcement udner DSR-2021.
S No. Item No Description of Item Unit Qty Rate Amount
5.0 REINFORCED CEMENT CONCRETE
5.22S STEEL REINFORCEMENT
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in
position and binding all complete upto plinth
5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 2789 89.65 250033.85
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in
position and binding all complete above plinth
5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 1750 89.65 156887.5
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