Renovation and Modernization of Bhanja Kala Mandap, Bhubaneswar-External Works, Package-A

No. /NDSR

SUBHEAD-A

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

1 2.8.1 sqm on plan), including dressing of sides and ramming 538.500 Cum 260.30 1,40,172.00

of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil

as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

2 2.25 exceeding 20cm in depth, consolidating each deposited 286.440 Cum 196.00 56,142.00

layer by ramming and watering, lead up to 50 and for

all lift.

Supplying and filling in plinth with sand under floors,

3 2.27 including watering, ramming, consolidating and 27.350 Cum 2,123.75 58,085.00

dressing complete

Total Sub Head-A 2,54,399.00

SUBHEAD-B

Concrete Work

Providing and laying in position cement concrete of

4 4.1 specified grade excluding the cost of centering and -

shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived

4.1.6 from natural sources : 6 graded stone aggregate 40 77.350 Cum 7,178.75 5,55,276.00

mm nominal size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived

5 4.1.8 from natural sources : 8 graded stone aggregate 40 28.52 Cum 6812.00 1,94,278.00

mm nominal size derived from natural sources)

Total Sub Head-B 7,49,554.00

SUBHEAD-C

RCC Work

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 :

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)

a) Footings :-

Reinforced cement concrete work in beams, suspended

floors, roofs having slope up to 15° landings,

balconies, shelves, chajjas, lintels, bands, plain

window sills, staircases and spiral stair cases above

plinth level up to floor 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).

c) Column up to top :-

Reinforced cement concrete work in beams, suspended

floors, roofs having slope up to 15° landings,

balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral

staircases above plinth level up to floor five level

excluding the cost of centering, shuttering, finishing

and reinforcement, with 1:1.5:3 (1 cement : 1.5

coarse sand incuding manufactured sand derived from

Recycled Concrete Aggregate (RCA) upto 20%: 3

graded stone aggregate 20 mm nominal size including

Recycled Concrete Aggregate (RCA) upto 20%)

d) Lintel Beam :-

Steel reinforcement for R.C.C. work ready to use “cut

and bend” rebars of approved make from

factory/workshop to construction site including placing

in position and binding all complete upto plinth level.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

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-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 specified

minimum cement content, the contractor shall have

discretion to either re-design the mix or bear the cost

of extra cement.

5.33.1.1 a) Footing & Pedestal 132.006 Cum 9,504.75 12,54,685.00

5.33.2.1 c) Column in Super - Structure :- 12.000 Cum 9,860.40 1,18,325.00

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

11 5.22.6 binding all complete upto plinth level. 18174.00 Kg 107.85 19,60,066.00

Thermo-Mechanically Treated bars of grade Fe-500D or

Total Sub Head-C 46,57,732.00

SUBHEAD-D

Masonary Work

Brick work with modular extruded brunt fly ash clay

sewer bricks (conforming to IS : 4885) in arches in

foundation and plinth in cement mortar 1:3 ( 1 cement

: 3 fine sand)

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 floor V level.

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)

Brick work with common burnt clay machine moulded

perforated modular bricks of class designation 12.5

conforming to IS : 2222 in exposed brick work

14 6.31.1 including making horizontal and vertical grooves 10 35.000 cum 7,032.05 2,46,122.00

mm wide 12 mm deep complete in cement mortar 1:6

(1 cement : 6 coarse sand).

From ground level upto plinth level

Total Sub Head-D 19,35,903.00

SUBHEAD-E

Cladding Work

Designing, fabricating, testing, installing and fixing in

position Curtain Wall with Aluminium Composite Panel

Cladding, with open grooves for linear as well as

curvilinear portions of the building , for all heights and

all levels etc. including:(a) Structural analysis & design

and preparation of shop drawings for pressure

equalisation or rain screen principle as required,

proper drainage of water to make it watertight

including checking of all the structural and functional

design.(b) Providing, fabricating and supplying and

fixing panels of aluminium composite panel cladding in

pan shape in metalic colour of approved shades made

out of 4mm thick aluminium composite panel material

8.32 consisting of 3mm thick FR grade mineral core

sandwiched between two Aluminium sheets (each

0.5mm thick). The aluminium composite panel

cladding sheet shall be coil coated, with Kynar 500

based PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on face # 1 and

polymer (Service) coating on face # 2 as specified

using stainless steel screws, nuts, bolts, washers,

cleats, weather silicone sealant, backer rods etc.(c)

The fastening brackets of Aluminium alloy 6005 T5 /

MS with Hot Dip Galvanised with serrations and

serrated washers to arrest the wind load movement,

fasteners, SS 316 Pins and anchor bolts of approved

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Providing and fixing 20-25 mm thick machine-cut,

approved-quality natural sandstone cladding on the

external facade at all height levels. The scope of work

includes preparing the backing surface, applying

backing mortar (typically cement-sand mix), using

stainless steel (SS-304 grade) cramps for dry or semi-

dry mechanical anchoring, precise cutting, dressing,

16 NDSR specialized carving, mouldings, and architectural 200.000 Sqm 8,500.00 - 17,00,000.00

grooves as per design. The rate must also include

staging, heavy-duty scaffolding, structural jointing

with approved weather-resistant sealants/grouts,

surface cleaning, and finishing complete in all respects

as per the approved design, architectural drawings

,Technical Specification, DPR and directions of

Engineer-in Charge

Total Sub Head-E 5,51,656.00 17,00,000.00

SUBHEAD-F

Steel Work

Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

structural steel etc. as required In gratings, frames,

guard bar, ladder, railings, brackets, gates and similar

Structural steel work riveted, bolted or welded in built

up sections, trusses and framed work, including

10.2 cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete.

Total Sub Head-F 73,72,913.00 -

SUBHEAD-G

Finishing Work

12 mm cement plaster of mix 1:6 (1 cement: 6 fine

15 mm cement plaster on the rough side of single or

half brick wall of mix : 1:6 (1 cement: 6 fine sand)

Painting with synthetic enamel paint of approved brand

and manufactureof required colour to give an even

shade :

Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand

and manufacture

Finishing walls with Acrylic Smooth exterior paint of

required shade :

22 13.46 13.46.1 New work (Two or more coat applied @ 1.67 1221.800 Sqm 160.60 1,96,221.00

ltr/10 sqm over and including priming coat of exterior

primer applied @ 0.90 litre/10 sqm)

Providing and applying white cement based putty of

average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

Providing, development and executing artistic mural

paintings on public walls/facades for Urban

Beautification, Cultural Promotion, and Tourism

Enhancement, including surface preparation, crack

filling, exterior primer, theme curation, painting with

24 NDSR 6.000 NOS 1,50,000.00 - 9,00,000.00

lightfast exterior acrylics, and a protective anti-graffiti

UV-resistant aliphatic polyurethane topcoat, complete

in all respects at all heights as per approved design,

architectural drawings , Technical Specification, DPR

and directions of Engineer-in Charge

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Providing and fixing/executing traditional Odisha

decorative plaster work of approved design and

pattern, including preparation and setting out of the

surface, application of cement mortar of specified

grade and proportion, forming of traditional Odisha

architectural motifs, ornamental bands,

floral/geometrical patterns, mouldings, carvings, relief

work and other decorative elements as per approved

architectural drawings, with necessary

25 NDSR 440.000 sqm 2,450.00 - 10,78,000.00

reinforcement/supports wherever required, proper

finishing, profiling, smoothening and curing, including

scaffolding, staging, surface preparation, all materials,

cement, sand, admixtures, water, pigments/finish

coats where specified, skilled artisan/labour, tools,

tackles, transportation, lifting, wastage and all

incidental works, complete in all respects as per

approved design, architectural drawings, technical

specifications and directions of the Engineer-in-Charge.

Total Sub Head-G 8,91,052.00 19,78,000.00

SUBHEAD-H

Dismantiling and Demolishing Work

Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres

26 15.2 lead as per direction of Engineer - in - charge. 15.000 cum 2434.25 36,514.00

15.2.1 Nominal concrete 1:3:6 or richer mix (including

equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical

means including stacking of steel bars and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer - in- charge.

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material and

28 15.7.4 disposal of unserviceable material within 50 metres 45.000 cum 2060.20 92,709.00

lead as per direction of Engineer-in-charge. In cement

mortar

Dismantling old plaster or skirting raking out joints

and cleaning the surface for plaster including disposal

of rubbish to the dumping ground within 50 metres

Disposal of building rubbish / malba / similar

unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting,

unloading to approved municipal dumping ground or

as approved by Engineer-in-charge, beyond 50 m

initial lead, for all leads including all lifts involved.

Total Sub Head-H 13,36,732.00

SUBHEAD-I

Road Work

Manufacturing, supplying and fixing retro reflective

sign boards made up of 2 mm thick aluminium sheet,

face to be fully covered with high intensity

encapsulated type heat activated retro reflective

sheeting conforming to type - IV of ASTM-D 4956-01 in

blue and silver white or other colour combination

including subject matter, message (bi-lingual),

symbols and borders etc. as per IRC ; 67:2001, pasted

on substrate by an adhesive backing which shall be

activated by applying heat and pressure conforming to

class -2 of ASTM-D-4956-01 and fixing the same with

suitable sized aluminium alloy rivets @ 20 cm c/c to

back support frame of M.S. angle iron of size 25x25x3

mm along with theft resistant measures, mounted and

fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a

vertical post made up to M.S. Tee section ISMT

50x50x6 mm welded with base plate of size 100x100x5

mm at the bottom end and including making holes in

pipes, angles flats, providing & fixing M.S. message

plate of required size, steel work to be painted with

two or more coats of synthetic enamel paint of

required shade and of approved brand & manufacture

over priming coat of zinc chromate yellow primer

(vertical MS-Tee support to be painted in black and

white colours).Backside of aluminium sheet to be

painted with

Mandatory/ Regulatory sign boards of 900 mm

diametre with support length of 3750 mm

Cautionary /warning sign boards of equilateral

triangular

shape having each side of 900 mm with support length

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Manufacturing, supplying and fixing retro reflective

overhead signage boards made up of 2 mm thick

aluminium sheet, face to be fully covered with high

intensity and encapsulated lens type heat activated

retro reflective sheeting conforming to type - III of

ASTM-D-4956-01 as approved by Engineer-in-charge,

letters, borders etc. as per IRC : 67-2001 in silver

white with blue colour back ground and with high

intensity grade, pasted on substrate by pressure

sensitive adhesive backing which shall be activated by

applying pressure conforming to class II of ASTM-D-

4956-01 and fixing the same to the plate of structural

frame work by means of suitable sized aluminium

alloys, rivets or bolts & nuts @ 300 mm centre to

centre all along the periphery as well as in two vertical

rows along with theft resistant measures, including the

cost of painting with two or more coats of epoxy paint

in grey colour on the back side of aluminium sheet

including appropriate priming coat. The rate includes

the cost of rounding off the corners, lowering down the

structural frame work from the gantry, fixing and

erecting the same in position all complete as per

drawings, specification and direction of the engineer-in-

charge.(Structural frame work including M.S. plate to

be provided separately. Rectangular area of the sheet

only shall be measured for payment).

16.60.1 Overhead informatory road signage 20 sqm 5879.90 1,17,598.00

Providing Retro-reflective regulatory sign board of size

900 mm dia metre made out of 2 mm thick aluminium

sheet, face to be fully covered with high intensity

encapsulated lens type retro -reflective sheeting as

approved by Engineer-in-charge . Letter, symbols,

borders etc. will be as per IRC - 67 with required

colour scheme on the boards and with the high

intensity grade A. The aluminium sheet to be riveted to

M.S. frame of angle iron of size 40x40x4 mm. The

boards will be fixed to 1 No. 50x50 mm square post

made of M.S. angle 50x50x4 mm, 4 m long welded to

the frame with adequate anti-theft arrangement .Sheet

work to be painted with two or more coats of synthetic

enamel paint over an under coat (primer) and back

side of aluminium sheet to be painted with two or

more coats of epoxy paint including appropriate

priming coat complete in all respects as per direction

of Engineer-in-charge.

Providing and laying at or near ground level factory

made kerb stone Of M-25 grade cementconcrete in

position to the required line, level and curvature,

jointed With cement mortar 1:3 (I cement: 3 coarse

sand), including making joints With or without grooves

(thickness Of joints except at sharp curve shall not to

16.69 more than 5mm), including making drainage opening

wherever required complete etc. as per direction Of

Engineer-in-charge (length Of finished kerb edging

shall be measured to calculate volume for payment).

(Precast C.C. kerb stone shall be approved by Engineer-

in-charge).

Providing and laying 60 mm thick factory made cement

concrete interlocking paver block of M -30 grade made

by block making machine with strong vibratory

compaction, of approved size, design & shape, laid in

required colour and pattern over and including 50 mm

thick compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the direction of

Engineer-in-charge.

Construction of granular sub-base by providing close

graded Material conforming to specifications, mixing in

a mechanical mix plant at OMC, carriage of mixed

material by tippers to work site, for all leads & lifts,

spreading in uniform layers of specified thickness with

36 16.78.3 motor grader on prepared surface and compacting with 600.00 CUM 2,808.55 16,85,130.00

vibratory power roller to achieve the desired density,

complete as per specifications and directions of

Engineerin-Charge.

With material conforming to Grade-III (size range 26.5

mm to 0.075 mm ) having CBR Value-20

Total Sub Head-I 57,23,933.00

SUBHEAD-J

Drainage Work

Providing and laying non-pressure NP2 class (light

duty) R.C.C. pipes with collars jointed with stiff

mixture of cement mortar in the proportion of 1:2 (1

37 19.60 100.000 metre 994.30 99,430.00

cement : 2 fine sand) including testing of joints etc.

complete:

19.6.4 300 mm dia. R.C.C. pipe

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Constructing brick masonry manhole in cement mortar

1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab

with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-

III) : 3 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse

sand (zone-III) : 8 graded stone aggregate 40 mm

nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished

with floating coat of neat cement and making channels

in cement concrete 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size)

finished with a floating coat of neat cement complete

as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including

C.I. cover with frame (light duty) 455x610 mm internal

dimensions, total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Total Sub Head-J 1,60,783.00

SUBHEAD-K

Rain Water Harvesting & Tubewells Work

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

DSR different strata, preparing and submitting strata chart/

23.1 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 -

23.1.1.1 300 mm dia 100 mtr 707.75 70,775.00

23.1.2 Rocky strata including Boulders -

23.1.2.1 300 mm dia 20 mtr 1695.10 33,902.00

Supplying, assembling, lowering and fixing in vertical

position in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, 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.

23.3.3 200 mm nominal size dia 100 mtr 1113.35 1,11,335.00

Outdoor Fountain -

Designing, supplying, constructing, installing, testing

and commissioning of complete 10 ft high outdoor

decorative static water fountain, comprising

RCC/masonry water body with PCC, RCC,

reinforcement, shuttering, excavation, backfilling,

waterproofing, internal finishing, water-body tiling and

top stone cladding, including stainless steel decorative

fountain nozzles, suitable submersible circulation

pump, PVC/UPVC piping, valves, strainers, filtration

system, overflow and drain arrangements, supports,

fittings and accessories; complete electrical works

41 NDSR including cabling, conduits, starter/control panel and 2 Nos 11,50,000.00 - 23,00,000.00

necessary electrical/plumbing connections; provision of

14 Nos. programmable waterproof architectural LED

lights of 15–20 W each with remote-control

arrangement; including all necessary civil, structural,

plumbing, hydraulic, electrical, lighting and finishing

works, testing for water-tightness, hydraulic and

electrical testing, trial run, adjustment and

commissioning, complete in all respects as per

approved design, architectural drawings, technical

specifications and directions of the Engineer-in-Charge.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Providing, supplying, installing, testing and

commissioning of complete borewell pumping system,

including sealing by cement concrete grouting of

annular space around PVC casing pipe up to 5 m

below ground level, with minimum 1 m length of

casing pipe inserted into rock for effective sealing,

complete with 2 HP, 3-phase, 3-stage submersible

pump set suitable for head range of min 50 m and

discharge as per approved pump performance curve,

having min. 32 mm outlet, DOL starter/control panel,

suitable cabling for submersible pump , 32 mm dia

42 NDSR 1 Nos 121000 - 1,21,000.00

steel short piece/nipple, 32 mm dia HDPE delivery

pipe, borewell cap, MS supporting bracket, suitable

nylon rope for suspension of pump, clamps,

connectors, joints, bends, valves, fittings and all

necessary accessories, including transportation,

loading, unloading, installation, electrical connections,

earthing, testing, trial run and commissioning, all

labour, tools, plant and incidental works, complete in

all respects as per approved drawings, relevant CPWD

specifications, technical specifications and directions of

the Engineer-in-Charge.

Providing, laying, jointing, testing and commissioning

of HDPE pipeline conforming to IS: 4984, PE-100

grade, PN-8 pressure rating, for drip irrigation system,

including excavation of trenches in all types of soil,

dressing and levelling of trench bottom, laying of HDPE

pipes to required gradient/alignment, jointing by butt

fusion/electrofusion as required, providing and fixing

all necessary HDPE fittings, bends, tees, reducers,

couplers, flanges, end caps, valves, valve chambers

43 NDSR where required, supports/anchoring arrangements, 95 Mtr 900.00 - 85,500.00

connection to existing/proposed irrigation network,

hydraulic pressure testing, flushing, rectification of

leakage/defects, refilling and compaction of trenches

with excavated earth, disposal of surplus earth, and all

labour, materials, tools, tackles, equipment and

incidental works, complete in all respects as per

approved drawings, technical specifications,

manufacturer’s recommendations and directions of the

Engineer-in-Charge.

Total Sub Head-K 2,16,012.00 25,06,500.00

SUBHEAD-L

Wood & PVC Work

Providing, fabricating, supplying and fixing 3D mural

artwork of approved design/theme using high-quality

FRP (Fiber Reinforced Plastic) material, including

preparation of detailed shop drawings and moulds,

fabrication of FRP elements of required thickness,

internal GI structural framework, ribs, supports,

stiffeners and anchoring arrangements, surface

preparation and treatment, application of primer, putty

and weather-resistant UV-stable paint/coating in

approved colours and finish, provision of all necessary

44 NDSR 1360.0 Sqm 3,125.00 - 42,50,000.00

hardware, fasteners and fixtures, transportation,

loading/unloading, scaffolding/lifting arrangements,

erection, installation and fixing at designated location,

alignment, levelling, joint finishing, touch-up, cleaning

and protection of completed artwork, including all

materials, labour, tools, tackles, plant and machinery,

complete in all respects as per approved artistic/design

drawings, DPR, structural requirements, relevant IS

codes/standards, technical specifications and

directions of the Engineer-in-Charge.

Total Sub Head-L - 42,50,000.00

SUBHEAD-M

Roofing Work

Providing and fixing architectural Tensile Membrane

Roofing Sheet using UV-resistant, flame-retardant

PVDF-coated PVC / PTFE fabric (min. 900 gsm),

including form-finding engineering design, shop

drawings, hot-wedge factory welding, specialized

45 NDSR. 1000.00 Sqm 3,750.00 - 37,50,000.00

perimeter aluminum clamping profiles, EPDM gaskets,

high-tensile stainless steel/galvanized hardware

fixtures, turnbuckles, and edge cables, completely

tensioned over the structural framework at all heights

as per approved layouts.

Total Sub Head-M - 37,50,000.00

SUBHEAD-N

Horticulture & Landscaping Work

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Trenching in ordinary soil up to a depth of 60 cm

including removal andstacking of serviceable materials

and then disposing of surplus soil, by spreading and

neatly levelling within a lead of 50 m and making up

46 DSR 2025 2.1 400.00 cum 119.00 47,600.00

the trenched area to proper levels by filling with earth

or earth mixed with sludge or / and manure before and

after flooding trench with water (excluding cost of

imported earth, sludge or manure).

Supplying and stacking of good earth at site including

royalty and carriage upto 5 km lead complete (earth

47 DSR 2025 2.2 180.00 cum 803.75 1,44,675.00

measured in stacks will be reduced by 20% for

payment).

Supplying and stacking at site dump manure from

approved source, including carriage upto 5 km lead

complete (manure measured in stacks will be reduced

by 8% for payment) :

Screened through sieve of I.S. designation 20 mm 20.00 cum 391.35 7,827.00

Screened through sieve of I.S. designation 16 mm 22.00 cum 447.05 9,835.00

Rough dressing the trenched ground including breaking

49 DSR 2025 2.5 700.00 cum 2.30 1,610.00

clods.

Uprooting weeds from the trenched area after 10 to 15

50 DSR 2025 2.6 days of its flooding with water including disposal of 1210.00 sqm 7.45 9,015.00

uprooted vegetation.

51 DSR 2025 2.7 Fine dressing of the ground. 1210.00 sqm 5.60 6,776.00

watering and maintenance of the lawn for 30 days or

more till the grass forms a thick lawn, free from weeds

52 and fit for mowing including supplying good earth, if 1210.00 sqm 20.30 24,563.00

needed (the grass and good earth shall be paid for

separately).

With grass Turf

Preparation of mounds of various size and shape by

available excavated / supplied earth in layers not

exceeding 20 cm in depth, breaking clods, watering of

53 DSR 2025 2.28 250.00 cum 696.20 1,74,050.00

each layer, dressing etc., lead upto 50 meter and lift

upto 1.5 m complete as per direction of Officer-in-

charge.

Digging holes in ordinary soil and refilling the same

with the excavated earth mixed with manure or sludge

in the ratio of 2:1 by volume (2 parts of stacked

volume of earth after reduction by 20% : 1 part of

54 DSR 2025 2.14 stacked volume of manure after reduction by 8%) -

flooding with water, dressing including removal of

rubbish and surplus earth, if any, with all leads and

lifts (cost of manure, sludge or extra good earth if

needed to be paid for separately)

Holes 90 cm dia, and 90 cm deep 420 Each 155.50 65,310.00

Holes 60 cm dia, and 60 cm deep 530 Each 47.85 25,361.00

Holes 45 cm dia, and 45 cm deep. 650 Each 20.65 13,423.00

Plantation of Trees, Shrubs, Hedge, ground covers and

seasonal plants at site i/c watering and removal of

unsaverieable material’s as per direction of officer in

charge (excluding cost of plant & water).

Trees Plant 120.00 Each 9.45 1,134.00

Shrubs Plant 1500.00 Each 4.70 7,050.00

Hedge Plant/ Ground Cover Plants /Seasonal Plants 1400.00 Each 3.15 4,410.00

Providing & fixing White River (Stone) Pebbles size of

2" to 2.5" dia (5 cm to 6.25 cm), in natural colour at

56 DSR 2025 2.50 30.00 Qtl 776.60 23,298.00

site of work including loading, unloading, carriage etc.

and as per direction of officer-in-charge.

RCC Bench -

Providing, supplying and fixing RCC garden bench, 3-

seater capacity, with backrest and without armrests,

manufactured from high-strength precast RCC of

approved grade and finish, including reinforcement,

moulding, smooth finishing, curing, surface treatment

and painting/colour finish as specified, complete with

57 NDSR necessary MS/SS inserts, anchoring/fixing 8.00 Nos 12,000.00 - 96,000.00

arrangements, foundation/base support wherever

required, including loading, unloading, transportation,

conveyance, royalties, taxes, labour, T&P, sundries, all

materials and incidental works, complete in all

respects as per approved design, drawings, technical

specifications and directions of the Engineer-in-Charge.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Providing, supplying, erecting, testing and

commissioning of 12 ft high designer decorative

garden lamp, comprising aesthetically designed

weather-resistant pole with decorative profile, suitable

base plate, anchor bolts and RCC foundation, complete

with integrated decorative LED lighting fixture(s), LED

driver/control gear, internal wiring, junction box,

protective devices, earthing arrangement, power cable

and all necessary electrical and mechanical

58 NDSR 80.00 Nos 31,000.00 - 24,80,000.00

accessories; including excavation, PCC/RCC

foundation, reinforcement, shuttering, grouting,

surface preparation, primer and approved weather-

resistant paint/powder coating, loading, unloading,

transportation, erection, alignment, testing and

commissioning, including all labour, materials, T&P,

consumables and incidental works, complete in all

respects as per approved design, drawings, technical

specifications and directions of the Engineer-in-Charge.

Total Sub Head-N 5,65,937.00 25,76,000.00

SUBHEAD-O

Foliage and Shade Loving Plants

Providing, stacking and Displaying Areca Palm having

ht. 2.40 m to 2.70 m with 12 to 14 suckers, well

59 DSR 2025 3.18 developed, fresh and healthy with lush green foliage in 490 Each 647.75 3,17,398.00

35 cm size of Bucket type cement pot and as per

direction of the officer-in-charge.

Providing, stacking and Displaying Dracaena Mahatma

having ht. 30 cm to 45 cm, well developed, fresh and

60 DSR 2025 3.44 40 Each 49.35 1,974.00

healthy foliage in 20 cm size of Earthen pot / Plastic

pot and as per direction of the officer-in-charge.

Providing, stacking and Displaying Dracaena Warneckii

having ht. 30 cm to 45 cm. with good colour foliage,

61 DSR 2025 3.48 well developed, fresh and healthy in 20 cm size of 540 Each 61.70 33,318.00

Earthen pot / Plastic pot and as per direction of the

officer-in-charge.

Providing, stacking and Displaying Money Plant Broad

Leaves mounted on moss stick 90 cm ht., 3 to 4 plants

62 DSR 2025 3.52 in each pot, well developed with full of fresh & healthy 80 Each 209.75 16,780.00

leaves in size of 25 cm Earthen pot / Plastic pot and as

per direction of the officer-in-charge.

Providing, stacking and Displaying Schefflera high

colour having ht. 25 cm to 30 cm, well developed with

63 DSR 2025 3.76 70 Each 44.40 3,108.00

fresh & healthy foliage in 25 cm size of Earthen pot /

Plastic pot and as per direction of the officer-in-charge.

Providing, stacking and Displaying Syngonium golden

mounted on moss stick 90 cm ht., 3 to 4 plants placed

DSR HT 2025 in each pot at equal distance, well developed with full

3.80 of fresh & healthy leaves from bottom to top in 25 cm

size of Earthen pot / Plastic pot and as per direction of

the officer-incharge.

Total Sub Head-O 3,84,422.00 -

SUBHEAD-P

Ground Cover Plants

Providing and stacking Duranta Golden, having ht. 15

cm to 20 cm bushy shape with fresh and healthy

65 DSR 2025 6.12 40 Each 22.85 914.00

leaves in 15 cm size of Earthen Pot / Plastic Pot and as

per direction of the officer-in-charge.

Providing and stackingAlternanthera species of height

15 cm to 20 cm, full of branches and foliage in 15 cm

66 DSR 2025 6.2 80 Each 21.65 1,732.00

size of Earthen Pot / Plastic Pot and as per direction of

the officer-in-charge.

Providing and stacking Asparagus sprengeri of height

30 cm to 45 cm, full of leafy branches in 20 cm size of

67 DSR 2025 6.4 80 Each 22.85 1,828.00

Earthen Pot / Plastic Pot and as per direction of the

officer-in-charge.

Total Sub Head-P 4,474.00 -

SUBHEAD-Q

Tree Plants

Providing and stacking of Alstonia scholaris height 150-

68 DSR 2025 7.4 165 cm. in bag size 25 cm as per direction of the 42 Each 71.00 2,982.00

officer-in-charge.

Providing and stacking of Bauhinia purpurea (Kachnar)

69 DSR 2025 7.8 height 150-165 cm. in poly bag size 25 cm as per 41 Each 54.15 2,220.00

direction of the officer-in-charge.

Providing and stacking of Bottle palm ht. 150-180 cm

70 DSR 2025 7.10 bottom girth 20-25 cm well developed in poly bag size 43 Each 195.00 8,385.00

25 cm as per direction of the officer-in-charge.

Providing and stacking of Callistemon lanceolatus

71 DSR 2025 7.14 height 150-165 cm. in poly bag size 25 cm as per 45 Each 72.20 3,249.00

direction of the officer-in-charge.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST

Sl. DSR-2023

Description of Items Quantity Units DSR Rate NDSR Rate DSR Amount NDSR Amount

No. /NDSR

Providing and stacking of Cassia fistula (Amaltash)

72 DSR 2025 7.16 height 120-135 cm. in poly bag size 25 cm as per 41 Each 69.80 2,862.00

direction of the officer-in-charge.

Providing and stacking of Ficus benjamina (green)

height 120-135 cm. with 6-8 branches and lush green

73 DSR 2025 7.26 46 Each 114.35 5,260.00

foliage in gunny bag size 25 cm as per direction of the

officer-in-charge.

Providing and stacking of Ficus benjamina (green)

height 150-165 cm., bushy with healthy branches and

74 DSR 2025 7.27 40 Each 195.00 7,800.00

lush green foliage in big size HDPE bag as per direction

of the officer-in-charge.

Providing and stacking of Foxtail palm ht. 120-150 cm

75 DSR 2025 7.42 bottom girth 15- 20 cm well developed in poly bag size 40 Each 249.15 9,966.00

25 cm as per direction of the officer-in-charge.

Providing and stacking of Grevillea Robusta (Silver

76 DSR 2025 7.45 Oak) height 150-165 cm. in poly bag size 25 cm as per 41 Each 54.15 2,220.00

direction of the officer-in-charge.

Providing and stacking of Phoenix sylvestris Roxb.

77 DSR 2025 7.63 (Wild date palm/ khajur) height 150-165 cm. in big 40 Each 704.20 28,168.00

HDPE Bag as per direction of the officer-in-charge.

Total Sub Head-Q 73,112.00 -

SUBHEAD-R

Creeper Plants

Providing and stacking of Bignonia venusta (Golden

shower) of height 30 cm to 45 cm. in 20 cm size of

78 DSR 2025 9.3 350 Each 43.35 15,173.00

Earthen pot / Plastic pot as per direction of the officer-

in-charge.

Providing and stacking of Clerodendrum splendens of

79 DSR 2025 9.5 height 30 cm to 45 cm. in 20 cm size of Earthen pot / 100 Each 32.50 3,250.00

Plastic pot as per direction of the officer-in-charge.

Providing and stacking of Petra volubilis of height 30

80 DSR 2025 9.11 cm to 45 cm. in 20 cm size of Earthen pot / Plastic pot 100 Each 51.75 5,175.00

as per direction of the officer-incharge

Providing and stacking of Quisqualis indicia of height

81 DSR 2025 9.12 30 cm to 45 cm. in 20 cm size of Earthen pot / Plastic 100 Each 27.70 2,770.00

pot as per direction of the officer-incharge.

Providing and stacking of Tecoma grandiflora of height

82 DSR 2025 9.13 30 cm to 45 cm. in 20 cm size of Earthen pot / Plastic 100 Each 43.35 4,335.00

pot as per direction of the officerin-charge.

Providing and stacking of Vernonia elaegnifolia (curtain

creeper) of height 30 cm to 45 cm. in 20 cm size of

83 DSR 2025 9.14 100 Each 27.70 2,770.00

Earthen pot / Plastic pot as per direction of the officer-

in-charge.

Total Sub Head-R 33,473.00 -

SUBHEAD-S

Signage & Display Works

Providing, fabricating, and fixing premium quality

Acrylic illuminated letter signage of height and width,

spacing, stroke etc. as per relevant standards on

entrance gate including LED lighting, power supply

84 NDSR arrangement, control accessories, structure frame, 400.000 SQFT 3,406.68 - 13,62,673.00

polish, installation, testing, and commissioning

complete in all respects as per approved design,

architectural drawings , Technical Specification, DPR

and directions of Engineer-in Charge.

Total Sub Head-S 13,62,673.00

SUB TOTAL

(A+B+C+D+E+F+G+H+I+J+K+L+M+N+O+P+Q+ Total = 2,49,12,087.00 1,81,23,173.00

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.09.25 19:39:22 IST