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Tender Value
₹2.7 Cr
EMD Value
₹2.8 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Construction of 20 Bedded Running Room at Boinda in Sambalpur Division.
59-eT-DENE-SBP-25~ECOR
59-eT-DENE-SBP-25
Open
Works - General
8 Months
Sambalpur, Odisha
₹0
₹2.8 L
26 Dec 2025
2 Dec 2025
12 Dec 2025
A-Execution of items under CPWD's DSR-2023 (Vol-I& II) Above/
B-Supply & using of Reinforcement Steel atwork site covered Above/
C-Execution of items under CPWD's DSR Horticulture and Land Above/
D-Execution of Non-SOR Items. Note:Unless otherwise specified,
for construction of Running Room works.
Item- 1 Execution of Building Works as mentioned in Item Break up.
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.1S General
Earth work in excavation by mechanical
means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m
2.6 in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and for all lift, as directed by
Engineer-in-charge.
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),
2.8 including dressing of sides and ramming of
bottoms, for all lift, including getting out the
excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50
2.25 Filling available excavated earth (excluding cum 390 196 76440
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering, lead up to 50 and for
2.25A Excavating, supplying and filling of local earth cum 33 700.5 23116.5
(including royalty) by mechanical transport
upto a lead of 5km also including ramming
and watering of the earth in layers not
exceeding 20 cm in trenches, plinth, sides of
foundation etc. 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
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 97 392.15 38038.55
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
SAMBALPUR DIVN-ENGG/ECOR
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 200 392.15 78430
for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies Sqm 810 927.25 751072.5
and access platform
5.9.5 Lintels, beams, plinth beams, girders, Sqm 1100 736.4 810040
bressummers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 435 961.3 418165.5
5.9.7 Stairs, (excluding landings) except spiral- Sqm 33 764.95 25243.35
5.33S DESIGN MIX CONCRETE
Providing and laying in position ready mixed
or site batched design mix cement concrete
for reinforced 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 improve 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, finishing and
reinforcement as per direction of the engineer-
i n - c h a r g e , for the following grades of
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 67 9504.75 636818.25
content of 330 kg /cum
5.33.2 All works above plinth level upto floor V level
5.33.2.1 Concrete of M25 grade with minimum cement cum 240 9860.4 2366496
content of 330 kg /cum
6.0 MASONRY WORK
6.26S EXPOSED BRICK WALL
Brick work with non modular fly ash bricks
conforming to IS:12894, class designation 10
6.34 average compressive strength in super
structure above plinth level up to floor V level
Half brick masonry with non modular fly ash
bricks of class designation 10, conforming to IS
:12894, in super structure above plinth and
upto floor V level
7.0 STONE WORK
7.1S RANDOM RUBBLE MASONRY
Random rubble masonry with hard stone in
foundation and plinth including levelling up
7.1 with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20
mm nominal size) upto plinth level with :
8.0 CLADDING WORK
8.1S General
SAMBALPUR DIVN-ENGG/ECOR
Providing and fixing 18 mm thick gang saw
cut, mirror polished, premoulded and
prepolished, machine cut for kitchen
platforms, vanity counters, window sills, facias
and similar locations of required size,
approved shade, colour and texture laid over
20 mm thick base cement mortar 1:4 (1
cement : 4 coarse sand), joints treated with
white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing,
moulding and polishing to edges to give high
gloss finish etc. complete at all levels
Raj Nagar Plain white marble/ Udaipur green
marble/ Zebra black marble
Providing and fixing stone slab with table
rubbed, edges rounded and polished, of size
75x50 cm deep and 1.8 cm thick, fixed in
urinal partitions by cutting a chase of
appropriate width with chase cutter and
embedding the stone in the chase with epoxy
grout or with cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 6
mm nominal size) as per direction of Engineer-
in-charge and finished smooth.
8.20S STONE WORK DRY CLADDING
8.31 Providing and fixing Ist quality ceramic glazed Sqm 266 1267.95 337274.7
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 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
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
9.105S GYPSUM BOARD PARTITIONS
9.119 Providing and fixing factory made P.V.C. door Metre 50 492.7 24635
frame of size 50x47 mm with a wall thickness
of 5 mm, made out of extruded 5 mm rigid
PVC foam sheet, mitred at corners and joined
with 2 Nos of 150 mm long brackets of 15x15
mm M.S. square tube, the vertical door frame
21 profiles to be reinforced with 19x19 mm M.S.
square tube of 19 gauge, EPDM rubber gasket
weather seal to be provided through out the
frame. The door frame to be fixed to the wall
using M.S. screws of 65/100 mm size,
complete as per manufacturer's specification
and direction of Engineer- in-Charge.
SAMBALPUR DIVN-ENGG/ECOR
Providing and fixing factory made PVC Door
shutter made of solid foam PVC profiles of
thickness 5 mm and 15 mm at edges
integrally extruded for vertical style and
horizontal (top / bottom / lock) rails of
minimum cross section of 70mm x 28mm, of
shape and design as per manufacturer's
specifications having homogenous fine cellular
structure and smooth integral outer skin,
inserted with G.l. 'C' section / rectangular tube
profile of minimum 0.60 mm thickness with
120 gsm coating as stiffeners as per
manufacturer's specifications Mitered cut
joints for styles and rails provided with
telescopic polymeric 'L' corners are joined
together using solvent adhesive and
strengthened with fully threaded stainless
9.124 steel screws (of required size) through
reinforcement stiffener with panelling of
specified solid foam PVC board / high pressure
laminate of required thickness and of
approved design and shade (matching the
styles and rails), secured within styles and
rails with specially designed solid foam PVC
moulded beadings of required size using PVC
solvent adhesive / cement. The finished door
shutter including SS hardware, 1 no. SS sliding
door bolt 200 x 10mm, 1 no. SS tower bolt 200
x 10mm and 2 nos. SS handles 125 mm, shall
be fixed to frame with 3 Nos. stainless steel
hinges of minimum size 100x58x1.9mm and
stainless steel screws of required size
complete as per direction of the Engineer-in-
Charge.(Cost of above hardware is inclusive in
9.124.1 5 mm thick solid foam PVC panel of required Sqm 15 3754.2 56313
size with moulded/ extruded beading of
appropriate design shape and size as per
22 manufacturer's specifications ( to secure the
panel insert tight in place within the style and
rails of shutter) matching the colour and shade
of shutter frame. Non decorative type
10.0 STEEL WORK
10.1S General
10.3 Providing and fixing in position collapsible Sqm 5 11439.6 57198
steel shutters with vertical channels 20x10x2
mm and braced with flat iron diagonals 20x5
mm size, with top and bottom rail of T-iron
23 40x40x6 mm, with 40 mm dia steel pulleys,
complete with bolts, nuts, locking
arrangement, stoppers, handles, including
applying a priming coat of approved steel
Providing and fixing T-iron frames for doors,
windows and ventilators of mild steel Tee-
sections, joints mitred and welded, including
fixing of necessary butt hinges and screws and
applying a priming coat of approved steel
embedded in cement concrete block 15x10x10
cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size).
11.0 FLOORING
11.16S TILE FLOORING
SAMBALPUR DIVN-ENGG/ECOR
Chequered terrazzo tiles 22 mm thick with
graded marble chips of size up to 6 mm in
floors, jointed with neat cement slurry mixed
11.19 with pigment to match the shade of the tiles,
including rubbing and polishing complete, on
20 mm thick bed of cement mortar 1:4 (1
cement :4 coarse sand) :
25 11.19.3 Dark shade pigment using ordinary cement Sqm 105 1442.15 151425.75
11.41S VITRIFIED FLOOR TILES
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 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/ sqm including grouting the
joints with white cement and matching
pigments etc., complete.
Providing and laying Vitrified tiles in floor in
different sizes (thickness to be specified by the
manufacturer) with water absorption less than
0.08% and conforming to IS:15622, of
approved brand & manufacturer, in all colours
and shade, laid on 20 mm thick cement mortar
1:4 (1 cement: 4 coarse sand) jointing with
11.41A grey cement slurry @3.3 kg/sqm including
grouting the joints with white cement and
matching pigments etc. The tiles must be cut
with the zero chipping diamond cutter only .
Laying of tiles will be done with the notch
trowel, plier, wedge, clips of required
thickness, leveling system and rubber mallet
for placing the tiles gently and easily.
11.41A.2 Glazed vitrified floor tiles polished finish of size
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size
12.0 ROOFING
12.37S RAIN WATER SPOUT AND PIPE
Providing and fixing on wall face 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, (i) Single socketed
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.
12.42.3 Single tee with door
12.42.5 Bend 87.5 degree
SAMBALPUR DIVN-ENGG/ECOR
Providing and fixing tiled false ceiling of
specified materials of size 595x595 mm in true
horizontal level, suspended on interlocking
metal grid of hot dipped galvanized steel
sections ( galvanized @ 120 grams/ sqm, both
side inclusive) consisting of main "T" runner
with suitably spaced joints to get required
length and of size 24x38 mm made from 0.30
mm thick (minimum) sheet, spaced at 1200
mm center to center and cross "T" of size
24x25 mm made of 0.30 mm thick (minimum)
sheet, 1200 mm long spaced between main
"T" at 600 mm center to center to form a grid
of 1200x600 mm and secondary cross "T" of
length 600 mm and size 24x25 mm made of
0.30 mm thick (minimum) sheet to be
interlocked at middle of the 1200x600 mm
panel to form grids of 600x600 mm and wall
angle of size 24x24x0.3 mm and laying false
ceiling tiles of approved texture in the grid
including, required cutting/making, opening
for services like diffusers, grills, light fittings,
fixtures, smoke detectors etc. Main "T"
runners to be suspended from ceiling using GI
slotted cleats of size 27 x 37 x 25 x1.6 mm
fixed to ceiling with 12.5 mm dia and 50 mm
long dash fasteners, 4 mm GI adjustable rods
with galvanised butterfly level clips of size 85
x 30 x 0.8 mm spaced at 1200 mm center to
center along main T, bottom exposed width of
24 mm of all T-sections shall be pre-painted
with polyester paint, all complete for all
heights as per specifications, drawings and as
directed by Engineer-in-charge.
12.52.1 GI Metal Ceiling Lay in plain Tegular edge Sqm 283 1902.95 538534.85
Global white color tiles of size 595x595 mm,
and 0.5 mm thick with 8 mm drop; made of G I
sheet having galvanizing of 100 gms/sqm
(both sides inclusive) and electro statically
polyester powder coated of thickness 60
microns (minimum), including factory painted
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
13.3 20 mm cement plaster of mix :
13.20S PEBBLE DASH PLASTER
13.26 Providing and applying plaster of paris putty of Sqm 1120 262.7 294224
2 mm thickness over plastered surface to
prepare the surface even and smooth
13.37S INTERIOR FINISHING
White washing with lime to give an even shade
Distempering with 1st quality acrylic distemper
(ready mixed) having VOC content less than
13.41 50 gram/litre, of approved manufacturer and
of required shade and colour all complete to
achieve even shade and colour :
13.41.1 New work (two or more coats) over and Sqm 438 185.65 81314.7
including water thinnable priming coat with
cement primer having VOC content less than
13.44S EXTERIOR FINISHING
SAMBALPUR DIVN-ENGG/ECOR
Finishing walls with Acrylic Smooth exterior
paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 Sqm 2070 160.6 332442
42 ltr/10 sqm over and including priming coat of
exterior primer applied @ 0.90 litre/10 sqm)
Finishing with Deluxe Multi surface paint
13.48 system for interiors and exteriors using Primer
as per manufacturers specifications :
13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 5 170.7 853.5
Paint to give an even shade. Two or more coat
43 applied @ 0.90 ltr/10 sqm over an under coat
of primer applied @ 0.80 ltr/10 sqm of
approved brand and manufacture
Finishing walls with 100% Premium acrylic
emulsion paint (Company Depot Tinted)
having VOC less than 50 gm/litre and UV
resistance as per IS 15489:2004, Alkali &
fungal resistance, dirt resistance exterior paint
of required shade with silicon additives.
13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 763 181.25 138293.75
44 litre/ 10 sqm. Over and including priming coat
of exterior primer applied @ 0.90 litre/10 sqm.
13.50 Applying priming coat:
13.50.4 With ready mixed red oxide zinc chromate Sqm 3 36.1 108.3
45 primer of approved brand and manufacture on
steel work (second coat)
17.0 SANITARY INSTALLATIONS
17.1S General
Providing and fixing water closet squatting pan
(Indian type W.C. pan ) with 100 mm sand cast
Iron P or S trap, 10 litre low level white P.V.C.
flushing cistern, including flush pipe, with
17.1 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
17.1.1 White Vitreous china Orissa pattern W.C. pan Each 2 6767.4 13534.8
46 of size 580x440 mm with integral type foot
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
17.2 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
17.2.1 W.C. pan with ISI marked white solid plastic Each 6 6515.55 39093.3
Providing and fixing white vitreous china flat
back half stall urinal of size 580x380x350 mm
with white PVC automatic flushing cistern, with
fittings, standard size C.P. brass flush pipe,
spreaders with unions and clamps (all in C.P.
brass) with waste fitting as per IS : 2556, C.I.
trap with outlet grating and other couplings in
C.P. brass, including painting of fittings and
cutting and making good the walls and floors
wherever required :
17.5.1 Single half stall urinal with 5 litre P.V.C. Each 5 12071.75 60358.75
automatic flushing cistern
SAMBALPUR DIVN-ENGG/ECOR
Providing and fixing wash basin with C.I.
brackets, 15 mm C.P. brass pillar taps, 32 mm
17.7 C.P. brass waste of standard pattern, including
painting of fittings and brackets, cutting and
making good the walls wherever require:
17.7.3 White Vitreous China Wash basin size 550x400 Each 4 2301.75 9207
mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing mirror of superior glass (of
approved quality) and of required shape and
17.32 size with plastic moulded frame of approved
make and shade with 6 mm thick hard board
shelf with edges round off, supported on
anodised aluminium angle frame with C.P.
brass brackets and guard rail complete fixed
with 40 mm long screws, rawl plugs etc.,
17.72 Providing and fixing PTMT towel ring Each 4 231.95 927.8
trapezoidal shape 215 mm long, 200 mm wide
with minimum distances of 37 mm from wall
face with concealed fittings arrangement of
approved quality and colour, weighing not less
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, and all CPVC plain
& brass threaded fittings, including fixing the
18.7 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 )
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply, including all CPVC
plain & brass threaded fittings and fixing the
pipe with clamps at 1.00 m spacing. This
includes jointing of pipes & fittings with one
step CPVC solvent cement and the cost of
cutting chases and making good the same
including testing of joints complete as per
direction of Engineer in Charge. Concealed
work, including cutting chases and making
good the walls etc.
18.15S BRASS FITTINGS
Providing and fixing brass bib cock of
approved quality :
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
C.I. SLUICE VALVES/ FIRE HYDRANTS &
18.48 Providing and placing on terrace (at all floor Per 2000 11 22000
levels) polyethylene water storage tank, IS : Litre
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.
18.54S PTMT FITTINGS
SAMBALPUR DIVN-ENGG/ECOR
Providing and fixing PTMT grating of approved
quality and colour.
18.58.1 Circular type
18.59S AIR VALVE & WATER METER (BULK TYPE)
Providing and fixing PTMT Ball cock of
approved quality, colour and make complete
with Epoxy coated aluminium rod with L.P./
H.P.H.D. plastic ball.
18.62.3 25 mm nominal bore, 152mm long, weighing Each 14 523.8 7333.2
not less than 440 gms
18.65 Providing and fixing PTMT soap Dish Holder Each 5 111.45 557.25
having length of 138mm, breadth 102mm,
60 height of 75mm with concealed fitting
arrangements, weighing not less than 106
19.0 DRAINAGE
19.1S STONE WARE PIPES AND FITTINGS
Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed
19.6 with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete :
23.0 RAIN WATER HARVESTING & TUBEWELLS
23.1S General
Boring/drilling bore well of required dia for
casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including
collecting samples from different strata,
preparing and submitting strata chart/ bore
log, including hire & running charges of all
equipments, tools, plants & machineries
required for the job, all complete as per
direction of Engineer-in-charge, upto 90 metre
depth below ground level.
23.1.1 All types of soil
Boring/drilling bore well of required dia for
casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including
collecting samples from different strata,
preparing and submitting strata chart/ bore
23.2 log, including hire & running charges of all
equipments, tools, plants & machineries
required for the job, all complete as per
direction of Engineer -in-charge, beyond 90
metre & upto 150 metre depth below ground
23.2.1 All types of soil
Supplying, assembling, lowering and fixing in
vertical position in bore well, unplasticized PVC
medium well casing (CM) pipe of required dia,
23.3 conforming to IS: 12818, including required
hire and labour charges, fittings & accessories
etc. all complete, for all depths, as per
direction of Engineer -in-charge.
SAMBALPUR DIVN-ENGG/ECOR
Supplying, assembling, lowering and fixing in
vertical position in bore well unplasticized PVC
medium well screen (RMS) pipes with ribs,
23.4 conforming to IS: 12818, including hire &
labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer-in-charge.
23.5 Supplying, filling, spreading & leveling stone cum 10 1509.8 15098
boulders of size range 5 cm to 20 cm, in
66 recharge pit, in the required thickness, for all
leads & lifts, all complete as per direction of
Engineer-in-charge.
23.6 Supplying, filling, spreading & leveling gravels cum 5 1538.25 7691.25
of size range 5 mm to 10 mm, in the recharge
pit, over the existing layer of boulders, in
required thickness, for all leads & lifts, all
complete as per direction of Engineer-in-
23.7 Supplying, filling, spreading & leveling coarse cum 5 1538.25 7691.25
sand of size range 1.5 mm to 2 mm in
68 recharge pit, in required thickness over gravel
layer, for all leads & lifts, all complete as per
direction of Engineer -in-charge.
23.8 Gravel packing in tubewell construction in cum 5 2024.5 10122.5
accordance with IS: 4097, including providing
gravel fine/ medium/ coarse, in required
grading & sizes as per actual requirement, all
complete as per direction of Engineer-in-
Item- 2 Execution of Approach Road (20 Mtr.) Works as mentioned in Item Break up.
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.1S General
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),
2.8 including dressing of sides and ramming of
bottoms, for all lift, including getting out the
excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50
2.27 Supplying and filling in plinth with sand under cum 5 2123.75 10618.75
2 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
derived from natural sources : 6 graded stone
aggregate 40 mm nominal size derived from
natural sources)
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 12 392.15 4705.8
for mass concrete
5.33S DESIGN MIX CONCRETE
SAMBALPUR DIVN-ENGG/ECOR
Providing and laying in position ready mixed
or site batched design mix cement concrete
for reinforced 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 improve 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, finishing and
reinforcement as per direction of the engineer-
i n - c h a r g e , for the following grades of
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 26 9504.75 247123.5
content of 330 kg /cum
16.0 ROAD WORK
16.1S ROADS
16.3 Supplying and stacking at site.
Item- 3 Execution of Boundary Wall (165 Mtr.) Works as mentioned in Item Break up.
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.1S General
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),
2.8 including dressing of sides and ramming of
bottoms, for all lift, including getting out the
excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50
2.27 Supplying and filling in plinth with sand under cum 8 2123.75 16990
2 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
derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from
natural sources)
5.0 REINFORCEMENT 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
derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from
natural sources)
SAMBALPUR DIVN-ENGG/ECOR
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)
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 104 392.15 40783.6
for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 173 961.3 166304.9
6.0 MASONRY WORK
6.1S General
Brick work with common burnt clay modular
6.2 bricks of class designation 7.5 in foundation
Brick work with common burnt clay machine
moulded perforated bricks of class designation
12.5 conforming to IS: 2222 in superstructure
above plinth level up to floor five level in
cement mortar 1:6 (1 cement : 6 coarse sand)
13.0 FINISHING
13.4S CEMENT PLASTER (IN COARSE SAND)
13.4 12 mm cement plaster of mix :
13.44S EXTERIOR FINISHING
Finishing walls with water proofing cement
paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 Sqm 693 116.9 81011.7
Schedule Schedule B-Supply & using of Reinforcement Steel atwork site covered under CPWD's DSR-2023
Item- 1 As mentioned in Item Break up
S No. Item No Description of Item Unit Qty Rate Amount
5.0 REINFORCEMENT 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 Kg 21682 107.85 2338403.7
Fe-500D or more.
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 Kg 41750 107.85 4502737.5
Fe-500D or more.
Schedule Schedule C-Execution of items under CPWD's DSR Horticulture and Land scaping-2020
Item- 1 Execution of Horticulture Works as mentioned in Item Break up.
S No. Item No Description of Item Unit Qty Rate Amount
SAMBALPUR DIVN-ENGG/ECOR
2.0 HORTICUTURE AND LANDSCAPING
2.2 Supplying and stacking of good earth at site cum 80 515.6 41248
including royalty and carriage upto 5 km lead
complete (earth measured in stacks will be
reduced by 20% for payment).
Supplying and stacking a t site dump manure
from approved source, including carriage upto
5 km lead complete (manure measured in
stacks will be reduced by 8% for payment) :
2.4.1 Screened through sieve of I.S. designation 20 cum 50 254.15 12707.5
2.8 Spreading of sludge, dump manure and/or cum 130 52.35 6805.5
good earth in required thickness as per
3 direction of officer-in-charge (cost of sludge,
dump manure and/ or good earth to be paid
2.9 Mixing earth and sludge or manure in the cum 125 36.55 4568.75
4 required proportion specified or directed by
the Officer-in-charge
3.0 FOLIAGE AND SHADE LOVING PLANTS
3.28 Providing and displaying of Croton baby Each 110 41 4510
golden variety having ht.30 cm and above,
5 well developed with full of fresh and healthy
leaves in 20 cm size of Earthen pot/Plastic pot
& as per direction of the officer-in-charge.
3.52 Providing and displaying of Dracaena rosea Each 20 45.1 902
having ht. 30 cm & above with 8 to10 leaves,
6 well developed, fresh and healthy in 20 cm
size of Earthen pot/Plastic pot & as per
direction of the officer-in-charge.
4.0 SEASONAL PLANTS
4.1S Winter Seasonal plants
4.45 Providing and Displaying Ornamental Kale Each 15 54.35 815.25
Hybrid variety in full bloom with fresh &
7 healthy foliage well developed in 25 cm
Earthen Pot or in 20 cm Earthen Pot/Plastic Pot
and as per direction of the officer-in-charge.
4.90S ROSE PLANTS
4.90 Bush Rose in different colour 2 to 3 healthy Each 20 25.65 513
branch 30 cm and above ht. well developed
8 with 8 or more flowers / flower buds in 20 cm
Earthen pot /Plastic pot as per direction of the
officer-in-charge.
5.0 ORNAMENTAL PLANTS
5.16 Providing and Displaying Cyprus Golden 30 to Each 50 379.25 18962.5
45 cm ht. well developed good Golden colour
foliage, Conial Shape in 25 cm Earthen Pots as
per direction of the officer-in-charge.
7.0 TREE PLANTS
7.5 Providing and stacking of Azadirachta indica ( Each 5 65 325
Neem ) of height 120-130cm in big polybag of
size 25 cm as per direction of the officer-in-
7.19 Providing and stacking of Cassia nodosa of Each 10 65 650
11 height 120-150 cm. in big poly bags of size 25
cm as per direction of the officer-in-charge.
7.39 Providing and stacking of Fishtail palm of ht. Each 50 200 10000
150-180 cm bottom girth 15- 20 cm well
developed in big poly bags of size 25 cm as
per direction of the officer-in-charge.
7.53 Providing and stacking of Mangifera indica Each 20 55 1100
(Mango-grafted ) of height 60-75 cm. in big
poly bag of size 25 cm as per direction of the
officer-in-charge.
SAMBALPUR DIVN-ENGG/ECOR
7.57 Providing and stacking of Millingtonia hortensis Each 30 70 2100
14 of height 150-165 cm. in big poly bag of size
25 cm as per direction of the officer-in-charge.
Schedule D-Execution of Non-SOR Items. Note:Unless otherwise specified, the unit rates for the
Items under this Schedule shall include the cost of following: (a) All labour and materials, tools and
plants, equipment, machinery etc. (b) All lead, lift,ascent, descent etc. (c) All handling, rehandling,
loading, unloading, freight, transportation, vehicles, deploring and when & where required and
crossing one or more lines if necessary. (d) All taxes including GST, royalty and all incidental
charges complete. (Item Directory - Not Applicable )
Item- 1 As mentioned in Item Break up
S No. Item No Description of Item Unit Qty Rate Amount
1 1 Soil exploration, architectural planning, Sqm 800.00 238.52 190816.00
preparation of all architectural and structural
drawings and proof-checking of structural
design through a reputed institution such as
IITs, NITs, or any other Government-
recognized institute. The scope will also
include coordination with relevant authorities
for approvals wherever necessary.
2 2 Supply and fixing superior quality NETLON Sqm 45.00 308.00 13860.00
INSECT Screens in windows/door frames along
with accessories stretched across the
openings and fixed into position using Velcro
strip so as to give stretched finish with no gaps
or folds, with all contractors' materials, labour
tools & plant, lead, lift, taxes etc., complete as
directed by the Engineer-in-charge of the
3 3 Supplying and fixing Vertical Venetian Blinds Sqm 18.00 947.00 17046.00
with 100mm wide fabric superior quality of
approved design and make duly fixed to the
powder coated Aluminum chamber of standard
section with all required accessories like 4mm
Dia Hexagonal Aluminum bar/steel bar, PVC
runners, PVC spacer, PVC hangers, GI weight
plates of required size at the bottom of the
binds connected with link chain and providing
operating system with end caps connected
with Nylon Chain, rope/chord and PVC chord
weight and fixing the chamber to the openings
with powder coated M.S Clamps of suitable
size etc., complete with all contractor's
materials, labour, tools & plant, lead, lift,
loading, unloading, transportation, sales tax,
royalty and all other incidental charges
complete and as per the directions of the
Engineer-in-charge of the work.
4 4 Supply and fixing of wardrobe/Utility Sqm 26.00 6530.48 169792.48
tables/Crockery stands/Cabinets/Cup Boards
with 19mm thick plywood make of GREEN
OPTIMA/ REGAL/KPLY/MARINE CLUB GRADE
Brands and top decorative finish with acrylic
laminate of 1.5mm thick make of
TREELAM/KORI/EURO PRATIK/ULTIMO brands
including screws, adhesive with all contractors
labour, tools& plants, lead, lift, loading,
unloading, transportation and all other
incidental charges complete as directed by the
Engineer in charge of the work at site. Note:
Hinges, Handles, Knobs, Magnet catchers,
Locks, Drawer Channels to be paid separately.
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