Construction of Temple above Lord Buddha Statue at Thematic Park of Xuanzang Memorial Hall Compound at Nava Nalanda Mahavihara, Naland,. Bihar

ABSTRACT OF COST - CIVIL WORKS

Sl. DSR-2021 NON DSR

DSR-2021 DESCRIPTION

No. AMOUNT AMOUNT

A 2.0 EARTH WORKS 3,69,010.38 -

B 4.0 CONCRETE WORKS 2,06,626.83 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 19,10,037.84 -

E 8.0 MARBLE & GRANITE WORK 2,39,546.63 -

H 22.0 WATER PROOFING 69,188.07 -

I MISCELLANEOUS WORKS - 16,31,180.26

GRAND TOTAL 56,67,956.85

GRAND TOTAL 56,67,956.85

Digitally signed by PRIYA

Construction of Temple above Lord Buddha Statue at Thematic Park of Xuanzang Memorial Hall Compound .

Sl. DSR-2021 NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding

1 2.6 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

i 2.6.1 All kinds of soils Cum 111.95 205.45 23001.03

2 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

i 2.26.1 All kinds of soil Cum 18.00 104.50 1881.00

Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of

3 2.10 sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the

soil as required, in layers not exc

a 2.10.1 All kinds of soil.

i 2.10.1.2 Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia. Metre 36.00 417.35 15024.60

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

4 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and Cum 111.95 253.95 28430.81

lift upto 1.5 m.

Disposal of excavated excess earth away from the site including conveyance of materials up to an average lead

of 5KM away from the site, and correspondiong required lift, loading, unloading etc complete as directed by

the Engineer-in-charge. (The quantity is net quantity of capacity of truck after deduction of 20% for

looseness)(considering the maximum disposal location at 5 KM distance)

Earth By mechanical transport including loading, unloading and stacking. (Lead upto 5KM away from the

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and

dressing complete.

7 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. Sqm 232.64 7.40 1721.54

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud

mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

9 2.34 Supplying chemical emulsion in sealed containers including delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 118.65 200.90 23837.48

10 Anti termite treatment

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding

the cost of chemical emulsion) :

Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical

i 2.35.1.1 surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. Metre 31.16 32.30 1006.47

complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including

a) 2.35.3 drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the

existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 206.17 256.15 52811.24

TOTAL (Carried Over to Summary of Civil Works) 369010.38

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including

attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level,

excluding the cost of centering, shuttering and finishing:

Digitally signed by PRIYA

Sl. DSR-2021 NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

3 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :

Supply, laying, testing and commissioning of 1100 Volt grade XLPE insulated aluminium conductor

i 4.3.1 armoured cables including the cost of providing required gap between adjacent cables (minimum one cable Sqm 26.00 307.95 8006.70

dia.) and including the cost of providing identification tags etc. complete as per specification, as required.

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand

4 4.11 (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural Sqm 8.00 452.25 3618.00

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement Per 50 kg

as per manufacturer's specification. cement

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using

6 4.13 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece Sqm 8.00 113.85 910.80

of cloth lightly soaked in kerosene oil.

TOTAL (Carried Over to Summary of Civil Works) 206626.83

C 5.0 REINFORCED CEMENT CONCRETE WORK

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 5.28 307.95 1625.98

b 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 10.00 669.55 6695.50

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 57.56 766.55 44121.16

d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 77.17 608.35 46945.15

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 41.94 804.25 33730.25

f 5.9.9 Arches, domes, vaults up to 6 m span Sqm 69.44 1826.25 126816.66

g 5.9.10 Extra for arches, domes, vaults exceeding 6 m span Sqm 69.44 575.25 39945.94

h 5.9.16 Edges of slabs and breaks in floors and walls

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc.,

i 5.11 including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height

of 1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 339.91 319.25 108516.96

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding

all complete upto plinth level.

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 3100.00 89.65 277915.00

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding

all complete above plinth level.

i 5.22A.6 Add multiplying factor 1.0633 for GST on DSR rates, as per circular 158/SE(TAS)/2022/331 dated 10.08.2022 Kg 7100.00 89.65 636515.00

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.

a) 5.33.1 All works upto plinth level.

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 19.00 8683.80 164992.20

b) 5.33.2 All works above plinth level upto floor V level.

i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 37.42 10306.20 385667.95

Digitally signed by PRIYA

Sl. DSR-2021 NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

5 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 36.67 688.45 25247.96

TOTAL (Carried Over to Summary of Civil Works) 1910037.84

D 6.0 BRICK WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 14.02 6658.25 93353.66

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive

strength in super structure above plinth level up to floor V level in :

i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5.21 7676.30 40001.20

Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super

structure above plinth and upto floor V level.

i 6.45.2 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 5.00 969.65 4848.25

Add multiplying factor 1.0633 for GST on DSR rates, as per circular 158/SE(TAS)/2022/331 dated 10.08.2022 138635.36

E 8.0 MARBLE & GRANITE WORK

Providing and fixing machine cut, mirror / eggshell polished , Granite stone work for wall lining (veneer

work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of

DSR-2021 different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid

(Refer ,8.11) and jointed with white cement slurry @ 3.3 kg/Sq.Mt. including pointing with white cement slurry admixed

with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural

drawings, and as directed by the Engineer-in-Charge.

i i 18 mm thick Granite stone slab any colour etc. Sqm. 15.01 7802.40 117129.63

Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand),

2 7.33 including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment,

matching the stone shade, jali slab without any chamfers etc.

TOTAL (Carried Over to Summary of Civil Works) 239546.63

F 11.0 FLOORING WORK

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite

stone slab colour of Black, Cherry/Ruby Red or equivalent.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement

slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish

granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Digitally signed by PRIYA

Sl. DSR-2021 NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating

3 16.1 earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making Sqm 176.91 180.50 31931.98

good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without grooves (thickness of joints except at sharp curve shall not to 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 for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road

5 16.47.1 marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, Sqm 68.61 158.50 10874.21

scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)

TOTAL (Carried Over to Summary of Civil Works) 756793.75

G 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand)

finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

3 5.30 Add or deduct for plaster drip course/ groove in or moulding to R.C.C. projections.plastered surface metre 62.13 64.70 4020.06

4 13.16 6 mm cement plaster of mix :

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended 50KG

by the manufacturers. Cement Used

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade

:New work (two or more coats) over and including water thinnable priming coat with cement primer

7 13.45 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer

applied @ 2.20kg/10 sqm

8 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

i 13.61.1 Two or more coats on new work Sqm 131.45

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

TOTAL (Carried Over to Summary of Civil Works) 106621.77

H 22.0 WATER PROOFING

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water

proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement

@ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of

Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10

1 22.6 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water Sqm 118.16 585.55 69188.07

proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure

for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet

wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar

(which will be paid for separately.

TOTAL (Carried Over to Summary of Civil Works) 69188.07

Digitally signed by PRIYA

Sl. DSR-2021 NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

I MISCELLANEOUS WORKS

Providing and Fixing UniStone Flexible Stone or brick veneer (FSBV) in approved shade, dimensions,

thickness and pattern on existing cured undulated plastered surface of 1:3 (Cement: Coarse Sand) substrate

with UniStone ‘Ultimate’ Polymer Modified cementitious tile adhesive and all grooves vertical and horizontal

(minimum 6mm) to be treated with approved shade UniStone ‘Super Grout’ material, an exterior polymer

modified cementitious grouting material. The approximate coverage of tile adhesive shall range between 2.5

Sq. Ft – 3 Sq. Ft per Kg. The FSBV Panel shall be casted and produced in controlled production environment &

shall emulate textures and appearance of natural stone, bricks, wood or fabric. The material shall comprise of

polymerized clay, quartz, fine graded sieved silica aggregates, fine graded coarse sand, binders and UV

resistant exterior grade synthetic inorganic Iron oxide pigments. The material shall be free from any Volatile

Organic Compounds or Formaldehyde. The manufactured panels shall have an inherent property of being

resistant to UV Rays, mild acids or conventional thinners and shall be sustainable for extreme saline, polluted,

or industrial fumes environments. The product thickness and weight shall be in accordance the chosen

pattern, the thickness shall range in between 2.5mm – 9mm and the same shall weigh between 4-12 Kg / M2

The product shall have superior flexibility for it to be cladded to any curved or rounded surface. All

application work shall take place in accordance to manufacturer’s instructions and as approved by

project in charge, at project site.

Providing and fixing in position 19 mm thk Toughened Clear Glass in partition panels by using various glass

fittings of approved make to be fixed with necessary fittings on the ceiling duly finished without giving any

load on the false ceiling by using necessary hardware of what ever necessary and required numbers to

complete the job in all respect. Rate including cost of door opening with approval hardware such as patch

fitting lock, handle etc of approved make but without cost of floor spring. Contractor is advised to submit

working drawing with details of approved make patch fitting, sizes of glass panels etc and take approvals of

consultants before execution of works. All complete as per detail drawing, as specified and as directed by

Architect / Consultant / Project - In - Charge.

Providing and fixing 19mm thk toughened glass door. The shutter will be fixed on Patch fitting, floor spring

set inclusive of top and bottom patch, lock set and floor spring. Rates to be inclusive of all necessary hardware

fittings including SS handle, lock, stopper, door closure and stay. Hardware set to be as per Hardware

schedule. Necessary holes should be done for access control.

TOTAL (Carried Over to Summary of Civil Works) 1631180.26

ALL SUB-HEAD TOTAL 3796460.63 1631180.26

Add multiplying factor 1.0633 for GST on DSR 2021 rates, as per circular 158/SE(TAS)/2022/331 dated

GRAND TOTAL 5667956.85

GRAND TOTAL 5667956.85

Digitally signed by PRIYA

Construction of Temple above Lord Buddha Statue at Thematic Park of Xuanzang Memorial Hall Compound .

EXTERNAL LIGHTING

S. No. DESCRIPTION NDSR AMOUNT

1 EXTERNAL LIGHTING WORK 380746.26 12,54,111.87

2 INTERNAL ELECTRICAL WORK 209505.44

4 TOTAL (DSR + Non DSR amount) 1844363.568

Digitally signed by PRIYA

Construction of Temple above Lord Buddha Statue at Thematic Park of Xuanzang Memorial Hall Compound .

Sl. DSR- NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

EXTERNAL LIGHTING WORK

1 Feeder Pillar

Design, manufacturer, supply, testing and commissioning of approx size 1200 mm

heightx1000mm wide x 450mm deep of 2.5mm thick sheet metal enclosure, powder

coated, weather proof, double door type feeder pillar with godown lock and padlock

complete with interconnection with copper wires, LED indicating lights, providing

holes for the glands. The base frame shall have angle iron of 50mm x 50mm x6mm of

size 1000mm x 450mm with 600mm long legs of MS angle and coverage of

underground cable under feeder pillar with 2.5 mm thick sheet, 450mm in width all

round the base frame including grouting the feeder pillar in 1:4:8 cement concrete

complete as required. Feeder Pillar shall be suitable for 415V, 3-Phase, Four wire, 50

Hz supply complete with earth bus and lifting hooks as required. Approval shall be

taken for each panel before fabrication. (All hardwares like nuts and bolts used shall

be Galvanized and Zinc passivated )

a Feeder Pillar-1

1 No. 63 amps FP MCCB(25 KA) with thermal Magnetic release (PRMB-3) with Class-

B C transient voltage surge suppression device suitable for 3 phases as per

specifications.

i) Protection Istrument

One (1) Nos. (0-500V) 96 x 96 Sq.mm voltmeter with control Fuse & selector switch.

1 Set of (0-60 Amps) 96 x 96mm CT operated Ammeter with 3 way selector switch

and 60 /5A, CL-1, 10VA CT.

ii One (1) Set of Phase Indication & ON/OFF Lamp with 2A Fuse.

1 Set of 100 A TPN Aluminium Bus Bar with colour coded PVC Sleeves (Heat

Shrinkable sleeve)

15 No. 16 A DP MCB

8 Nos.TIMER suitable for 24Hrs. Setting with Auto/Manual Selector switch with

Suitable Contractor

NS-1 Feeder pillar-1 as described above No. 1 112097.00 112097.00

All live accessible parts shall be shrouded and all equipment shall be finger touch

proof. The busbar insulation shall be with heat shrinkable sleeves. SMC/DMC

shrouds and busbar supports shall be used. Padlocking facility shall be provided.

Digitally signed by PRIYA

Sl. DSR- NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

The feeder pillar shall be complete with all interconnections, risers, internal wiring,

2 Lighting pole

2.1 Supply of 4.0 mtr long Aesthetically designed decorative hot dipped galvanised

mild steel step pole with grey powder finish.Compatible for all Havells post top

range. Window - Plasma cut & duly chamfered opening window of 300x110 mm for

NS-2 terminal connections & mounting accessories. Window cover is fitted with allen EACH 10 34536.00 345360.00

the pole. etc Compatible as required etc approved as equivalent.

3 Light Fixture

3.1 Supply, Installation, Testing & commissioning of 35 W New generation, post-top,

energy saving, environmental friendly, long life aesthetically designed with

symmetrical light distribution, spun aluminium landscape luminaire with high power

LEDs as light source. made with high Pressure die cast alluminium bodywith

NS-3 polycarbonate / high impact PMMA protector for optimal luminous flux ,IP66 EACH 10 12304.11 123041.08

suitable for vertical mounting of 76 mm dia.the luminaire shall have CCT 3000-4000K

with internal surge protection of 4KV and External Surge Protection of 10 KV ,Pf>0.95

etc., complete as required

3.2 Supply, Installation, Testing & commissioning of following rating LED bollard

fitting with clindrical shape and inverted cone shape head of height 600 to 850 mm

NS-4 power input -8/9watt with die cast aluminium houseing opel with PC fiffuser , IP-54 EACH 12 7337.31 88047.75

protection ,confermong to IS :10322 part5 etc all complete as required ( ecluding,

plinth charge )

3.2 Supply, Installation, Testing & commissioning of Environmental friendly, new

NS-5 generation, energy saving, decorative spike light using COB LED as light source EACH 12 8748.33 104980.00

approved as equivalent.

3.2 Supply & Testing of approx 8 to 12W IP67 and IK09 impact resistance Ground Burial

Symatrical Light Fixture with CCT of

3000±500k, Housing Aluminum Diecast, PF minimum 0.95 with toughen glass

NS-6 diffuser. LED shall be from Approved Make EACH 18 5644.09 101593.55

only. % THD shall not exceed 12% .surge protection minimum 2.5kv. Long life

50,000@L70. Lumen package shall be 80

L/Watts minimum. approved as equivalent.

Supply & Installation of Chandelier light fixture complete with Electronic Driver ,

fixing arrangements and connections, earthing complete with all hardware, clamps,

etc as per specification & as per architects approved colour temperature etc. with all

fixing accessories as required

Digitally signed by PRIYA

Sl. DSR- NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

3.2 Supply,Installation,Testing and Commissioning of LEDRGB/RGBW flood lighting

luminaire for facade lighting with Die-cast aluminium housing, powder-coated

finish,of following wattage.Luminaire shall be capable of producing dynamic color

changing light for with 16million colors by DMX/ Ethernet based control.The

beamangle of the fitting shall be narrow, medium, wideor asymmetric as per ther

DSR- 2019 equirement.Luminaire shall be complete with driver and capable of operating at line

FAÇADE voltage without any separate power supply from 100-270VAC, 50Hz with power

LIGHTING factor>0.9. Fixture shall be suitable to operate at an ambient temper at urerange of-

10°Cto+50°Cand shall be IP65 and IK06 rated.Life time shall be atleast L70:50000

burning hours at 50°C. Luminaire shall be conforming to BIS (IS10322) and shall be

complete with all necessary accessories required for proper working of fixture

including weather proof connection cables, water proof connectors etc. as required.

Supply, laying, testing and commissioning of 1100 Volt grade XLPE insulated

aluminium conductor armoured cables including the cost of providing required gap

between adjacent cables (minimum one cable dia.) and including the cost of providing

identification tags etc. complete as per specification, as required.

4 core, 16 sq. mm XLPE/PVC insulated PVC

sheathed (Heavy duty) armoured electric

3 core, 6 sq. mm XLPE/PVC insulated PVC

sheathed (Heavy duty) armoured electric

Cable termination :

Supplying and making end termination with brass compression gland and

4.3 aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Supplying and drawing following sizes of FRLS PVC insulated copper conductor,

single core cable in the existing surface/ recessed steel/ PVC conduit as required.

The cable quantities given are approximate and to cover various sizes. The contractor

1 shall measure the cables required and procurement order shall be placed accordingly.

The quantities shall be confirmed before start of work.

Digitally signed by PRIYA

Sl. DSR- NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

Single Compression glands to be used for internal area, while double compression

cable glands to be used for outdoor installation.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1

4.5 7.1 KV grade of following size direct in ground including excavation, sand cushioning,

protective covering and refilling the trench etc as required.

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground

5.1 14.14 complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand)

including trenching (75 cm deep) and refilling etc as required

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete

with fitting and cutting, jointing etc. in the existing trench, complete as required.

6 EARTHING SYSTEM

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and

providing masonry enclosure with cover plate having locking arrangement and

watering pipe etc.

with charcoal/ coke and salt as required

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth

6.2 5.11 electrode including connection with G.I. nut, bolt, spring, washer excavation and re- RM 15 706.000 10590.00

filling etc. as required.

Add multiplying factor 1.0633 for GST on DSR rates, as per circular

2 INTERNAL ELECTRICAL WORK

1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable in surface / recessed medium

1.10 class PVC conduit, with modular switch, modular plate, suitable GI box and earthing

the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc

Digitally signed by PRIYA

Sl. DSR- NDSR

DSR DESCRIPTION UNIT QTY. DSR-Amount NDSR Amount

No. RATE RATE

2 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call

bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable in surface/ recessed steel conduit, and earthing

the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc.

3 Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket

outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to

be used in non residential buildings).

4 Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular

socket outlet and 15/16 amps modular switch, connection etc. as required.

2 Sub Main Cables

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of

5.0 1.14 FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium

class PVC conduit as required.

5.2 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 175 334.000 58450

Supplying and fixing of following sizes of medium class PVC

conduit along with accessories in surface/recess including

cutting the wall and making good the same in case of recessed conduit as required.

Add multiplying factor 1.0633 for GST on DSR rates, as per circular

Digitally signed by PRIYA