Installation of lifts along with toilet facilities for physically challenged students in various buildings at NIT Kurukshetra

Sub Head Total Amount

unloading and stacking of Earth up to 5 km

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width

2 2.6 as well as 10 sqm on plan) including getting out and disposal of 0.00 0.00

excavated earth lead up to 50 m and lift up to 1.5 m, as directed by

Engineer-in charge.

Open timbering over areas including strutting, shoring etc. complete.

(Measurements to be taken of the face area timbered):

3.1 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 198.00 69.37 13736.23

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

7 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead 0.00 0.00

up to 50 m and lift up to 1.5 m.

Supplying chemical emulsion in sealed containers including delivery

8.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 5.18 228.41 1183.17

Diluting and injecting chemical emulsion for POST-

9 2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost of 0.00 0.00

chemical emulsion) :

Digitally signed by AKSHIT

Treatment of soil under existing floors using chemical emulsion @one

litre per hole, 300 mm apart including drilling 12 mm diameter holes

and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to

match the existing floor:

9.1.1 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 25.90 301.68 7813.48

TOTAL EARTH WORK AMOUNT

II 4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

10 4.1 excluding the cost of centering and shuttering - All work up to plinth 0.00 0.00

1:2:4 (1 cement : 2 coarse sand) derived from natural sources : 4

10.1 4.1.3 raded stone aggregate 20 mm nominal size derived from natural cum 2.17 7665.78 16665.41

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

10.2 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from cum 3.31 6628.08 21944.90

natural sources)

Centering and shuttering including strutting, propping etc. and removal

of form work for :

11.1 4.3.1 Foundations, footings, bases for columns sqm 4.89 381.56 1865.84

Providing and laying damp-proof course 50 mm thick with cement

concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural

sources: 4 graded stone aggregate 20 mm nominal size derived from

natural sources).

Extra for providing and mixing water proofing material in cement per bag

13 4.12 concrete work in doses by weight of cement as per manufacturer's of 50kg 2.14 17.66 37.82

specification. cement

Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7 kg per square metre on damp

14 4.13 proof course after cleaning the surface with brushes and finally with a sqm 6.69 142.20 951.61

piece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size derived from natural

12 4.17 sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, sqm 23.90 729.07 17424.75

well rammed and consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the top smooth.

TOTAL CONCRETE WORK AMOUNT

Digitally signed by AKSHIT

III 5.0 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and removal

13.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 35.69 381.56 13616.04

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

13.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 65.22 902.21 58842.41

13.4 5.9.4 Shelves (Cast in situ) sqm 2.52 902.21 2273.58

Lintels, beams, plinth beams, girders, bressumers and cantilevers

13.6 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 224.15 935.34 209652.88

Small lintels not exceeding 1.5 m clear span, moulding as in cornices,

13.7 5.9.15 window sills, string courses, bands, copings, bed plates, anchor blocks sqm 5.10 381.56 1947.11

13.8 5.9.16 Edges of slabs and breaks in floors and walls 0.00 0.00

Steel reinforcement for R.C.C. work including straightening, cutting,

14 5.22 bending, placing in position and binding all complete upto plinth level. 0.00 0.00

14.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3643.80 104.94 382373.69

Steel reinforcement for R.C.C. work including straightening, cutting,

15 5.22A bending, placing in position and binding all complete above plinth 0.00 0.00

15.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5842.99 104.94 613152.11

Digitally signed by AKSHIT

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

16 5.33 centering, shuttering, finishing and reinforcement as per direction of 0.00 0.00

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.

16.1 5.33.1 All works upto plinth level 0.00 0.00

Concrete of M30 grade with minimum cement content of 350 kg /cum

16.2 5.33.2 All works above plinth level upto floor V level 0.00 0.00

Concrete of M25 grade with minimum cement content of 330 kg /cum

TOTAL REINFORCED CEMENT CONCRETE AMOUNT

IV 6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

17.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5.21 6939.68 36172.21

Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to 15:2185 (Part 3) in super

structure above plinth level up to floor V level with RCC band at sill

level and lintel level with approved block laying polymer modified

adhesive mortar all complete as per direction of Engineer-in-Charge.

(The payment of RCC band and reinforcement shall be made for

TOTAL MASONRY WORK AMOUNT

V 8.0 CLADDING WORK

Digitally signed by AKSHIT

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

19 8.2 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.

19.1 8.2.2 Granite stone slab colour black, Cherry/Ruby red 0.00 0.00

a 8.2.2.2 Area of slab over 0.50 sqm sqm 1.62 4997.62 8096.14

Providing edge moulding to 18 mm thick marble stone counters,

Vanities etc., including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-Charge.

Extra for fixing marble /granite stone, over and above corresponding

basic item, in facia and drops of width upto 150 mm with epoxy resin

based adhesive, including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basin/

kitchen sink in kitchen platform, vanity counter and similar location in

22 8.5 marble/ Granite/ stone work, including necessary holes for pillar taps each 3.00 952.28 2856.83

etc. including moulding, rubbing and polishing of cut edges etc.

Stone tile work for wall lining upto 10 m height with special adhesive

over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse

sand), including pointing in white cement with an admixture of pigment

to match the stone shade.

19.1 7.38.1 8 mm thick (mirror polished and machine cut edge) 0.00 0.00

35.1.1 7.38.1.1 Granite stone of any colour and shade sqm 24.80 3011.00 74657.67

TOTAL CLADDING WORK AMOUNT

VI 11.0 FLOORING WORK

Digitally signed by AKSHIT

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 15:15622, 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 grey cement slurry

20 11.41A @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.

20.1 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 %

and conforming to LS. 15622, of approved make, in all colours &

21 11.46 shade, in skirting, riser of steps, over 12 mm thick bed of cement 0.00 0.00

mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joint with white cement &

matching pigments etc. complete.

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

22 11.56 : 4 coarse sand) laid and jointed with cement slurry and pointing with 0.00 0.00

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 of colour Black, Cheny/Ruby Red or

TOTAL FLOORING WORK AMOUNT

IX 12.0 ROOFING WORK

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 stone aggregate 10 mm and down gauge), including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Digitally signed by AKSHIT

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking 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 ·r 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 fonn 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

24 12.52 panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 0.00 0.00

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 " 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.

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles

of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI

sheet having galvanizing of 100 gms/sqm (both sides inclusive) and

20% perforation area with 1.8 mm dia holes and having NRC (Noise

Reduction Coefficient) of 0.5, electro statically polyester powder

coated of thickness 60 microns (minimum), including factory painted

after bending and perforation and backed with a black Glass fiber

acoustical fleece.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm

x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

25 12.55 cement : 4 coarse sand) and grouting the joints with mix of white sqm 25.90 1657.94 42940.73

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same

Digitally signed by AKSHIT

TOTAL ROOFING WORK AMOUNT

X 13.0 FINISHING WORK

26 13.4 12 mm cement plaster of mix : 0.00 0.00

15 mm cement plaster on rough side of single or half brick wall of mix:

28 13.16 6 mm cement plaster of mix : 0.00 0.00

Extra for plastering exterior walls of height more than 10 m from

ground level for every additional height of 3 m or part thereof.

Providing and applying plaster of paris putty of 2 mm thickness over

30 13.26 plastered surface to prepare the surface even and smooth complete. sqm 455.63 255.61 116463.13

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

31.1 13.62.1 Two or more coats on new work sqm 10.00 220.14 2201.41

32 13.45 Finishing walls with textured exterior paint of required shade : 0.00 0.00

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

32.1 13.45.1 including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 267.62 217.56 58224.50

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50

33 13.83 grams/ litre of approved brand and manufacture, including applying 0.00 0.00

additional coats wherever required to achieve even shade and colour.

Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer and of

required shade and colour all complete to achieve even shade and

New work (two or more coats) over and including water thinnable

34.1 13.41.1 priming coat with cement primer having VOC content less than 50 sqm 114.96 71.95 8271.76

TOTAL FINISHING WORK AMOUNT

XII 22.0 WATER PROOFING WORK

Digitally signed by AKSHIT

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

35 22.7 admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm

to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water

proofing compound conforming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the adjoining walls

upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compoundconforming to IS : 2645 and approved by Engineer-in-

charge including laying glass fibre cloth of approved quality in top

layer of plaster and finally finishing the surface with trowel with neat

cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. “All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge”:

With average thickness of 120 mm and minimum thickness at khurra

TOTAL WATER PROOFING WORK AMOUNT

S. No. Description of Item Unit Qty Rate Amount

1.0 Internal Plumbing Works.

Digitally signed by AKSHIT

1 17.31 Providing and fixing mirror of superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

2 17.28 PrProviding and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings

17.28.2 Flexible pipe 0.00

3 17.20 Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe,

with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 3.00 6339.63 19018.89

4.00 ,18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

18.49.1 15 mm nominal bore Each 3.00 493.12 1479.35

5.00 ,18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved

quality conforming to IS:8931 0.00

18.53.1 15 mm nominal bore Each 6.00 558.79 3352.76

6.00 17.70 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and

making good the walls wherever require: 0.00

17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass

pillar tap Each 3.00 1472.15 4416.45

7.00 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 0.00

18.21.2 45 cm length 0.00

18.21.2.1 15 mm nominal bore Each 3.00 320.41 961.23

9.00 17.16.A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S.

triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in-

10.00 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height

of 75mm with concealed fitting arrangements,weighing not less than 106 gms.

B Soil, Waste, Vent & Rain Water Pipes 0.00

Digitally signed by AKSHIT

12.00 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet

1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a

coat of neat cement, rounding the edges and making and finishing the outlet complete.

13.00 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter

and weighing not less than 440 grams. Each 1.00 53.22 53.22

14.00 17.35 Providing and fixing soil, waste, vent and rain water pipes 0.00

100mm dia 0.00

17.35.1.3 Hubless centrifugally cast iron pipes epoxy coated inside & outside IS : 15905 metre 35.00 1137.7289 39820.51

15.00 Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe

17.37 embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes

and making good the walls etc. 0.00

16.00 Providing and fixing bend of required degree with access door, insertion rubber washer

3mm thick, bolts and nuts complete. 0.00

17.38.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 3.00 551.8856 1655.66

17.00 17.39 Providing and fixing plain bend of required degree. 0.00

17.39.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 8.00 358.064 2864.51

18.00 17.42 Providing and fixing double equal plain junction of required degree. 0.00

17.42.1.3 Hubless centrifugally cast iron pipes epoxy coated inside & outside IS : 15905 Each 1.00 740.1611 740.16

19.00 17.44 Providing and fixing single equal plain junction of required degree : 0.00

17.44.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 4.00 565.75085 2263.00

21.00 Providing and fixing Hubless cast iron offsets epoxy coated inside & outside as per IS : 15905

17.54A.1 130 mm offsets 0.00

22.00 17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 0.00

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 105.00 420.38465 44140.39

23.00 Painting with synthetic enamel paint of approved drand and manufacture to give an even

Digitally signed by AKSHIT

13.61.1 Two more coast on new work sqm 35.00 151.69 5309.17

24.00 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level: 0.00

4.1.3 1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate 20mm and down gauge). Cum 3.00 7665.78 22997.34

25.00 ,17.60 Providing and fixing trap of self cleansing design with screwed down or hinged with or

without vent arm complete, including cost of cutting and making good the walls and floors.

a 17.60.1 100 mm inlet and 100 mm outlet 0.00

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

26.00 Fire DSR Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS

27.8 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and

fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two

or more coats of synthetic enamel paint of required shade complete as required :

For WB, Urinal FT & FD and Sink Drain pipe 0.00

18.8.3 40 mm dia nominal bore Metre 6.00 939.92 5639.51

27.00 12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to

IS:13592 Tyape A included jointing with seal ring conforning to IS:5382 leaving 10 mm gap

for thermal expansion. (i)Single socketed pipes. 0.00

28.00 12.42 Providing, 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.

12.42.1.2 Coupler -110 mm diameter Each 4.00 132.47 529.90

12.42.5.2 Bend -87.5 deg -110 mm diameter Each 4.00 146.29 585.16

29.00 NS-1 Providing and fixing SS grating of approved quality and colour. Circular type 125 mm

nominal dia Each 3.00 1077.27 3231.81

External Drainage System 0.00

29.0 DSR-2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets,

and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,

including consolidating each deposited layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a lead of 50 m :

a 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 5.00 342.64 1713.21

Digitally signed by AKSHIT

Fixing SW Gully Trap Grade A Complete CI Grating, brick masonry chamber and water tight CI

cover frame of 300 x 300 mm size (inside) square mouth traps or "P" or "S" Type Traps. 0.00

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 : 0.00

a (A) Inside size 90×80 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) : With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 Each 1.00 12425.75 12425.75

32.0 ,19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS

: 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112

mm space between protruded legs having 2 mm tread on top surface by ribbing or

chequering besides necessary and adequate anchoring projections on tail length on 138 mm

as per standard drawing and suitable to with stand the bend test and chemical resistance test

as per specifications and having manufacture's permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6

(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per

33.0 DSR-19.6 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 cement : 2 fine sand) including

testing of joints etc. complete : 0.00

34.0 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) up to haunches of RCC. pipes including bed concrete as per

standard design : 0.00

b 19.3.2 150 mm dia RCC pipe Metre 5.00 723.04 3615.18

35.00 DSR-19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4

(1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with

frame complete as per standard design

Digitally signed by AKSHIT

19.27.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 Each 2.00 5797.0367 11594.07

C Internal Water Supply 0.00

36.00 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe

with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and testing of joints complete as per direction of Engineer in Charge.

Internal Work - Exposed on Wall 0.00

a 18.7.3 25 mm nominal outer dia .Pipes. Metre 5.00 390.71 1953.54

37.00 ,18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for

hot & cold water supply including all CPVC plain & brass threaded fittings i/c 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. 0.00

a 18.8.2 20 mm nominal outer dia .Pipes. Metre 45.00 523.08 23538.82

b 18.8.3 25 mm nominal outer dia .Pipes. Metre 15.00 610.31 9154.71

38.00 Fire DSR - Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS

27.8 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and

fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two

or more coats of synthetic enamel paint of required shade complete as required :

c DSR Fire- 25 mm dia nominal bore

39.00 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1

cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with

hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (

1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a

floating coat of neat cement complete as per standard design :

a 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 4.00 1938.80 7755.20

40.00 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

Providing and fixing gun metal non- return valve of approved quality (screwed end) :

Digitally signed by AKSHIT

42.00 NS 2 Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball

inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads

complete in all respects. 0.00

a 15 mm nominal bore Each 1.00 388.98 388.98

b 20 mm nominal bore Each 3.00 528.52 1585.55

43.00 NS 3 Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm

44.00 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic

18.18 floats complete :. 0.00

a 18.18.3 25 mm nominal bore Each 1.00 451.52 451.52

Sr.No. Sch.No. Particulars Unit Qty Amount

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 class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated

per conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required.

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

3 1.14 sizes of FRLS PVC insulated copper conductor, single core cable in surface/ - -

recessed medium class PVC conduit as required.

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 A

modular socket outlet and 5/6 A modular switch, connections etc. as required.

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

A modular socket outlet and 15/16 A modular switch, connections etc. as

Installation of exhaust fan in the existing opening, including making good the

damage, connection, testing, commissioning etc. as required.

Digitally signed by AKSHIT

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 PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Supplying and fixing following way, horizontal type three pole and neutral,

sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with

9 2.4 tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, - -

powder painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing 63Amp, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker (RCCB),

11 RA-1 having a sensitivity current 300 mA in the existing MCB DB Each 1.00 6,026.70 6,026.70

complete with connections, testing and commissioning etc. as

required. Similar to Legrand or equivalent.

Supplying and installing following size of perforated painted

with powder coating M.S. cable trays with perforation not more than 17.5%,

13 4.1 in convenient sections, joined with connectors, suspended from the ceiling - -

with M.S. suspenders including bolts & nuts, painting suspenders etc as

a 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 30.00 561.78 16,853.49

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of

2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/

15 5.9 terminating with G.I. nut, bolt, spring, washer etc. as required. Meter 70.00 148.98 10,428.68

(Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

Digitally signed by AKSHIT

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

16 5.11 pipe from earth electrode including connection with G.I. nut, Meter 20.00 730.42 14,608.42

bolt, spring, washer excavation and re-filling etc. as required.

LED Down lighter (SMD Type) (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED Recessed /

surface Down lighter (Round /square/Rectangular) SMD type of following

body material with PMMA and prismatic diffuser and construction as per IS :

10322 with driver as per the requirement with Driver efficiency >85%,

Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range - 15

deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR

(Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), life time of minimum 50000 Burning

17 Hours with , 70% of initial Lumen maintained till life ends as per LM80 - -

extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /

6000°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color

Matching) <3, Maximum power consumption should not more than the

specified rating and Fixture shall be of relevant BIS standard and trade mark

certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/

Screen printing on housing. OEM must have its own in house NABL lab setup

for all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor single

core cable and earthing etc. as required

with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt

output . LM79 & LM80 Test report from NABL lab for all testing required for

LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as

approved by Engineer-in-Charge as per requirement. (Thermal management:

heat sink of aluminum housing such that LED junction temperature shall not

rise above 90°C).

Powder coated die cast / Extruded aluminum Body including trim. - -

SITC of 12W Extruded aluminium batten available in 2ft run length with

multiple lumen packages and suitable for surface, wall & conduit ounting

(with accessories). similar to Philips Type HSN Code MRP (INR) BN 021

LED12S 6500 PSU GR or equivalent.

Digitally signed by AKSHIT

Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire having

pressure diecast housing with driver set confirming to IP 65 and above Protection,

IK08, High purity / transmisivity UV stablized Non yellowish diffuser/ Reflector for

uniform light distribution, ditachable driver set, suitable for 24hrs continuous

20 MR-3 operation complete in all respect. Each 3.00 2,006.00 6,018.00

1200 system lumen, >120lm/W, PF>0.95, CRI>70, >300V, over voltage protection,

4KV internal surge protection with 5 year warrenty. CAT-AAA

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted

Batten light of following body material and construction as per IS : 10322 with

driver (Replaceable) as per the requirement with Driver efficiency >85%

,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -

15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry),

of minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/

6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching)

<3, Maximum power consumption should not more than the specified rating

and Fixture shall be of relevant BIS standard and trade mark certificate (

T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test

report from NABL lab for all testing required for LED fixtures as per BIS

shall be submitted. Shape size and CCT shall be as approved by Engineerin-

Charge as per requirement. (Thermal management: heat sink of

aluminum housing such that LED junction temperature shall not rise above

Powder coated die cast /Extruded aluminum Body (Thickness ≥ 1.20

Digitally signed by AKSHIT

Supply of 250mm exhuast fan having Built with a durable powder-coated

metal body, this 150 mm exhaust fan brings both style and resilience to

kitchens, bathrooms, or compact spaces.

Equipped with a fast-spinning 1200 RPM motor, it swiftly eliminates steam,

smoke, and odors for a fresher indoor atmosphere.

The compact 250 mm sweep ensures a perfect wall or window installation

without sacrificing airflow.

Precision balanced metal blades deliver steady, powerful airflow while

keeping vibrations and noise minimal.

22 RA-5 Designed to be energy-efficient, it uses approximately 48 W, offering strong Each 3.00 1,799.46 5,398.39

performance without raising your electricity bill.

Operates quietly around 40–45 dB, making it ideal for use near bedrooms,

studies, or any quiet area.

Comes with a sturdy steel bird guard to prevent insects and debris from

entering, protecting hygiene and motor health.

Featuring a corrosion-resistant finish, it stays looking fresh and functioning

well even in humid conditions.

Maintenance is hassle-free—blades and grill detach easily for quick cleaning

to ensure consistent airflow.

Supply and laying of aluminium conductor PVC insulated armoured

served sheathed cables 1100 Volts grade on cable tray as directed by engineer

incharge complete in all respect including The armouring of the cable shall be

properly connected with the earth conductor by clamps etc.

Supply and fixing of brass nickle plated compression gland for PVC insulated

& armoured served sheathed, underground cable including rubber ring etc.

complete in all respect. The armouring of the cable shall be properly

connected with the earth as per direction of Engineer-Incharge.

Laying and fixing of one number PVC insulated and PVC

25 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size - -

on cable tray as required.

a 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 100.00 46.56 4,655.66

Digitally signed by AKSHIT

Supply Installation Testing and Commissioning of lift with power operated

1 doors and AC variable voltage and variable frequency controls having speed - -

of minimum 1m/sec as per CPWD specifications.

Total Old Admin Block 61,56,357.23

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

Disposal of materials by Mechanical Transport including loading,

unloading and stacking of Earth up to 5 km

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width

2 2.6 as well as 10 sqm on plan) including getting out and disposal of 0.00 0.00

excavated earth lead up to 50 m and lift up to 1.5 m, as directed by

Engineer-in charge.

Open timbering over areas including strutting, shoring etc. complete.

3 2.22 (Measurements to be taken of the face area timbered): 0.00 0.00

3.1 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 109.44 71.30 69.37 7592.39

Filling available excavated earth (excluding rock) in trenches, plinth,

4 2.25 sides of foundations etc. in layers not exceeding 20cm in depth, cum 39.15 196.00 190.71 7466.85

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

Supplying and filling in plinth with sand under floors, including

6 2.27 watering, ramming, consolidating and dressing complete. cum 0.93 2123.75 2066.41 1919.90

Surface dressing of the ground including removing vegetation and

7 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead up 0.00 0.00

to 50 m and lift up to 1.5 m.

Supplying chemical emulsion in sealed containers including delivery as

8.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 2.94 234.75 228.41 670.58

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

9 2.35 anti-termite treatment (excluding the cost of chemical emulsion) : 0.00 0.00

Treatment of soil under existing floors using chemical emulsion @one

9.1 2.35.3 litre per hole, 300 mm apart including drilling 12 mm diameter holes 0.00 0.00

and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to

match the existing floor:

9.1.1 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 14.68 310.05 301.68 4428.40

II 4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

9 4.1 excluding the cost of centering and shuttering - All work up to plinth

1:2:4 (1 cement : 2 coarse sand) derived from natural sources : 4

9.1 4.1.3 raded stone aggregate 20 mm nominal size derived from natural cum 0.46 7878.50 7665.78 3561.14

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

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

9.2 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from cum 3.63 6812.00 6628.08 24048.25

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

10.1 4.3.1 Foundations, footings, bases for columns sqm 4.56 392.15 381.56 1739.92

Providing and laying damp-proof course 50 mm thick with cement

11 4.11 concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from sqm 3.52 495.75 482.36 1699.66

natural sources: 4 graded stone aggregate 20 mm nominal size

derived from natural sources).

Extra for providing and mixing water proofing material in cement per bag

12 4.12 concrete work in doses by weight of cement as per manufacturer's of 50kg 1.13 18.15 17.66 19.91

specification. cement

Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7 kg per square metre on damp

13 4.13 proof course after cleaning the surface with brushes and finally with a sqm 3.52 146.15 142.20 501.07

piece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size derived from natural

11 4.17 sources) over 75mm thick bed of dry brick ballast 40 mm nominal sqm 14.90 749.30 729.07 10863.13

size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the top

III 5.0 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and

removal of form for

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

13.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 83.88 961.30 935.34 78456.73

Small lintels not exceeding 1.5 m clear span, moulding as in cornices,

13.6 5.9.15 window sills, string courses, bands, copings, bed plates, anchor blocks sqm 1.51 392.15 381.56 576.92

13.7 5.9.16 Edges of slabs and breaks in floors and walls 0.00 0.00

Steel reinforcement for R.C.C. work including straightening, cutting,

14 5.22 bending, placing in position and binding all complete upto plinth level. 0.00 0.00

14.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3787.90 107.85 104.94 397495.10

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

Steel reinforcement for R.C.C. work including straightening, cutting,

15 5.22A bending, placing in position and binding all complete above plinth 0.00 0.00

15.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 1717.50 107.85 104.94 180231.10

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

16 5.33 centering, shuttering, finishing and reinforcement as per direction of 0.00 0.00

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

16.1 5.33.1 All works upto plinth level 0.00 0.00

Concrete of M30 grade with minimum cement content of 350 kg /cum

16.2 5.33.2 All works above plinth level upto floor V level 0.00 0.00

Concrete of M25 grade with minimum cement content of 330 kg /cum

IV 6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

17.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 1.70 7132.25 6939.68 11787.39

Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to 15:2185 (Part 3) in super

structure above plinth level up to floor V level with RCC band at sill

18 6.47 level and lintel level with approved block laying polymer modified cum 29.22 8333.65 8108.64 236957.86

adhesive mortar all complete as per direction of Engineer-in-Charge.

(The payment of RCC band and reinforcement shall be made for

V 8.0 CLADDING WORK

Stone tile work for wall lining upto 10 m height with special adhesive

19 7.38 over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse

sand), including pointing in white cement with an admixture of

pigment to match the stone shade.

19.1 7.38.1 8 mm thick (mirror polished and machine cut edge)

35.1.1 7.38.1.1 Granite stone of any colour and shade sqm 12.21 3094.55 3011.00 36764.28

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

VI 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

20 11.56 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 of colour Black, Cheny/Ruby Red or

IX 12.0 ROOFING WORK

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2

21 12.21 coarse sand : 4 stone aggregate 10 mm and down gauge), including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking 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 ·r 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 fonn 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

22 12.52 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 "

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.

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles

of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI

sheet having galvanizing of 100 gms/sqm (both sides inclusive) and

20% perforation area with 1.8 mm dia holes and having NRC (Noise

12.52.2 Reduction Coefficient) of 0.5, electro statically polyester powder sqm 12.39 2068.75 2012.89 24935.73

coated of thickness 60 microns (minimum), including factory painted

after bending and perforation and backed with a black Glass fiber

acoustical fleece.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm

x 20 mm) with SRI (solar refractive index) > 78, solar reflection >

0.70 and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

23 12.55 cement : 4 coarse sand) and grouting the joints with mix of white sqm 11.82 1703.95 1657.94 19593.57

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same

X 13.0 FINISHING WORK

24 13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half brick wall of

26 13.16 6 mm cement plaster of mix : 0.00 0.00

Extra for plastering exterior walls of height more than 10 m from

27 13.22 ground level for every additional height of 3 m or part thereof. sqm 0.00 87.10 84.75 0.00

Providing and applying plaster of paris putty of 2 mm thickness over

28 13.26 plastered surface to prepare the surface even and smooth complete. sqm 212.77 262.70 255.61 54385.01

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

29.1 13.62.1 Two or more coats on new work sqm 10.00 226.25 220.14 2201.41

Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

30.1 13.45.1 including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 152.11 223.60 217.56 33093.91

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

31 13.83 litre of approved brand and manufacture, including applying additional 0.00 0.00

coats wherever required to achieve even shade and colour.

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

Distempering with 1st quality acrylic distemper (ready mixed) having

32 13.41 VOC content less than 50 gram/litre, of approved manufacturer and of 0.00 0.00

required shade and colour all complete to achieve even shade and

New work (two or more coats) over and including water thinnable

32.1 13.41.1 priming coat with cement primer having VOC content less than 50 sqm 78.84 73.95 71.95 5672.80

TOTAL FINISHING WORK AMOUNT

XII 22.0 WATER PROOFING WORK

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of

33 22.7 cement admixed with water proofing compound conforming to IS.

2645 and approved by Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning the surface

before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25

mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5

coarse sand) admixed with water proofing compound conforming to IS

: 2645 and approved by Engineer-in-charge over 20 mm thick layer of

cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of

walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compoundconforming to IS : 2645 and approved by Engineer-in-

charge including laying glass fibre cloth of approved quality in top

layer of plaster and finally finishing the surface with trowel with neat

cement slurry and making pattern of 300x300 mm square 3 mm

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. “All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge”:

With average thickness of 120 mm and minimum thickness at khurra

ELECTRICAL WORK 0.00

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

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 class PVC

1 1.10.3 conduit, with modular switch, modular plate, suitable GI box Nos. 7.00 1,517.74 10,624.21

and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

2 1.12 recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS Meter 35.00 345.55 12,094.37

PVC insulated copper conductor single core cable for loop earthing as

Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor, single core

3 1.14 cable in surface/ recessed medium class PVC conduit as required. - -

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 A modular socket outlet and 15/16 A modular switch,

connections etc. as required.

Wiring for group controlled (looped) light point/fan

point/exhaust fan point/ call bell point ( without independent

8 1.55 switch etc.) with 1.5 sq. mm FRLS PVC insulated copper - -

conductor single core cable in surface/ recessed PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

9 2.4 surface/ recess, complete with tinned copper bus bar, neutral - -

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

10 2.10 miniature circuit breaker suitable for inductive load of following poles - -

in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

Supplying and fixing 63Amp, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker (RCCB),

having a sensitivity current 300 mA in the existing MCB DB

11 RA-1 complete with connections, testing and commissioning etc. as Each 1.00 6,026.70 6,026.70

Supplying and installing following size of perforated painted

with powder coating M.S. cable trays with perforation not more than

13 4.1 17.5%, in convenient sections, joined with connectors, suspended - -

from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

a 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 30.00 561.78 16,853.49

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

14 5.4 including accessories, and providing masonry enclosure with Each 2.00 7,730.46 15,460.93

cover plate having locking arrangement and watering pipe of

2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/

15 5.9 terminating with G.I. nut, bolt, spring, washer etc. as required. Meter 70.00 148.98 10,428.68

(Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

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

16 5.11 pipe from earth electrode including connection with G.I. nut, Meter 20.00 730.42 14,608.42

bolt, spring, washer excavation and re-filling etc. as required.

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

LED Down lighter (SMD Type) (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED Recessed /

surface Down lighter (Round /square/Rectangular) SMD type of

following body material with PMMA and prismatic diffuser and

construction as per IS : 10322 with driver as per the requirement with

Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq

50/60 hz, Operating temp range - 15 deg to 40 deg centigrade,

internal surge protection of 2.5 KV with Short & Open circuit

protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified

Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

17 time (LED,Driver & electrical circuitry), life time of minimum 50000 - -

Burning Hours with , 70% of initial Lumen maintained till life ends as

per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K /

5700°K / 6000°K /6500°K (As per ANSI Bin) , SDCM(Standard

Deviation Color Matching) <3, Maximum power consumption should

not more than the specified rating and Fixture shall be of relevant BIS

standard and trade mark certificate ( T.C.). Manufactures Word Mark/

Name Engraved/ Embossing/ Screen printing on housing. OEM must

have its own in house NABL lab setup for all testing facilities for LED

fixtures. complete in all respect i/c connections with 1.5 sq mm FRLS,

PVC insulated copper conductor single core cable and earthing etc. as

with Minimum 5 year OEM warranty. System lumen efficacy >135

lm/Watt output . LM79 & LM80 Test report from NABL lab for all

testing required for LED fixtures as per BIS shall be submitted. Shape

18 size and CCT shall be as approved by Engineer-in-Charge as per - -

requirement. (Thermal management: heat sink of aluminum housing

such that LED junction temperature shall not rise above 90°C).

Powder coated die cast / Extruded aluminum Body including

Supply and fixing of water tight oblong 10 Watt LED bulkhead

luminaire having pressure diecast housing with driver set confirming

to IP 65 and above Protection, IK08, High purity / transmisivity UV

stablized Non yellowish diffuser/ Reflector for uniform light

distribution, ditachable driver set, suitable for 24hrs continuous

20 MR-3 operation complete in all respect. Each 3.00 2,006.00 6,018.00

1200 system lumen, >120lm/W, PF>0.95, CRI>70, >300V, over

voltage protection, 4KV internal surge protection with 5 year

warrenty. CAT-AAA

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface

Batten light of following body material and construction as per IS :

driver (Replaceable) as per the requirement with Driver efficiency

>85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating

temp range - 15 deg to 40 deg centigrade, internal surge protection of

2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95,

IP20, CRI >80 , Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical

circuitry), of minimum 50000 Burning Hours with , 70% of initial

21 Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K - -

/6000°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color

Matching)<3, Maximum power consumption should not more than the

specified rating and Fixture shall be of relevant BIS standard and

trade mark certificate (

T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab setup

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year

warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80

Powder coated die cast /Extruded aluminum Body (Thickness

Supply and laying of aluminium conductor PVC insulated armoured

served sheathed cables 1100 Volts grade on cable tray as directed by

23 MR engineer incharge complete in all respect including The armouring of - -

the cable shall be properly connected with the earth conductor by

Supply and fixing of brass nickle plated compression gland for PVC

insulated & armoured served sheathed, underground cable including

24 rubber ring etc. complete in all respect. The armouring of the cable - -

shall be properly connected with the earth as per direction of Engineer-

Digitally signed by AKSHIT

DSR Rate Including 0.973

Sl.No. Description Unit Quantity Rate Amount

2023 correction Factor

Laying and fixing of one number PVC insulated and PVC

25 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size - -

on cable tray as required.

a 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 100.00 46.56 4,655.66

LIFT WORK 0.00

Supply Installation Testing and Commissioning of lift with power

1 operated doors and AC variable voltage and variable frequency - -

controls having speed of minimum 1m/sec as per CPWD specifications.

a 13 Passenger Lift (G+4) Each 1 17,24,000.00 17,24,000.00

Total Computer Lab Block 37,83,928.35

Digitally signed by AKSHIT

ELECTRICAL BLOCK

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

I 2.0 EARTH WORK

Disposal of materials by Mechanical Transport including loading, unloading and stacking of

Earth up to 5 km

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

areas (exceeding 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in

Open timbering over areas including strutting, shoring etc. complete. (Measurements to be

taken of the face area timbered):

3.1 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 198.00 69.37 13736.23

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

4 2.25 layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and cum 117.79 190.71 22463.95

watering, lead up to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

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

and dressing complete.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15

cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Supplying chemical emulsion in sealed containers including delivery as

8.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 7.87 228.41 1798.51

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

(excluding the cost of chemical emulsion) :

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

9.1 2.35.3 apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 0.00

Coarse sand) to match the existing floor:

9.1.1 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 39.37 301.68 11877.09

TOTAL EARTH WORK AMOUNT 0.00

II 4.0 CONCRETE WORK 0.00

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

centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand) derived from natural sources : 4 raded stone aggregate 20

mm nominal size derived from natural sources)

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)

11 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 0.00

11.1 4.3.1 Foundations, footings, bases for columns sqm 4.89 381.56 1865.84

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

12 4.11 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal sqm 7.03 482.36 3391.00

size derived from natural sources).

Extra for providing and mixing water proofing material in cement concrete work in doses by per bag of

13 4.12 weight of cement as per manufacturer's specification. 50kg 2.25 17.66 39.73

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

14 4.13 quality using 1.7 kg per square metre on damp proof course after cleaning the surface with sqm 7.03 142.20 999.69

brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-

III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from

12 4.17 natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and sqm 26.02 729.07 18966.73

consolidated and grouted with fine sand, including necessary excavation, levelling & dressing &

finishing the top smooth.

TOTAL CONCRETE WORK AMOUNT 0.00

III 5.0 REINFORCED CEMENT CONCRETE 0.00

13 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 0.00

13.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 35.69 381.56 13616.04

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

13.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 83.25 902.21 75106.63

13.4 5.9.4 Shelves (Cast in situ) sqm 2.52 902.21 2273.58

13.5 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 158.63 716.52 113662.81

13.6 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 224.15 935.34 209652.88

Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string

courses, bands, copings, bed plates, anchor blocks and the like

13.8 5.9.16 Edges of slabs and breaks in floors and walls 0.00

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

and binding all complete upto plinth level.

14.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3586.00 104.94 376307.85

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

and binding all complete above plinth level.

15.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5204.00 104.94 546097.61

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.

16.1 5.33.1 All works upto plinth level 0.00 0.00

a 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 29.98 9395.00 281662.71

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

16.2 5.33.2 All works above plinth level upto floor V level 0.00 0.00

a 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 50.06 9594.17 480251.11

TOTAL REINFORCED CEMENT CONCRETE AMOUNT 0.00 0.00

IV 6.0 MASONRY WORK 0.00 0.00

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

foundation and plinth in:

17.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5.83 6939.68 40445.84

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300

mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 15:2185 (Part 3)

in super structure above plinth level up to floor V level with RCC band at sill level and lintel level

with approved block laying polymer modified adhesive mortar all complete as per direction of

Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for

TOTAL MASONRY WORK AMOUNT 0.00 0.00

V 8.0 CLADDING WORK 0.00 0.00

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.

19.1 8.2.2 Granite stone slab colour black, Cherry/Ruby red 0.00 0.00

a 8.2.2.2 Area of slab over 0.50 sqm sqm 1.62 4997.62 8096.14

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine

20 8.3 polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- 0.00 0.00

Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and

21 8.4 drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. metre 2.70 553.20 1493.64

Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen

platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary

holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of

19 7.38 cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an 0.00

admixture of pigment to match the stone shade.

19.1 7.38.1 8 mm thick (mirror polished and machine cut edge) 0.00

35.1.1 7.38.1.1 Granite stone of any colour and shade sqm 24.80 3011.00 74657.67

TOTAL CLADDING WORK AMOUNT 0.00

VI 11.0 FLOORING WORK 0.00

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 15:15622, 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 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.

20.1 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 0.00

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),

with water absorption less than 0.08 % and conforming to LS. 15622, of approved make, in all

21 11.46 colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 0.00

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the

joint with white cement & matching pigments etc. complete.

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.

22.1 11.56.1 Polished Granite stone slab of colour Black, Cheny/Ruby Red or equivalent sqm 73.41 4360.30 320103.06

TOTAL FLOORING WORK AMOUNT 0.00

IX 12.0 ROOFING WORK 0.00

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

23 12.21 aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 0.00

fine sand) as per standard design :

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true

horizontal level, suspended on inter locking 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 ·r 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

fonn 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

24 12.52 to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles 0.00 0.00

of approved texture in the grid including, required cutting/making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors etc. Main " 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.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and

0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides

inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction

Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns

(minimum), including factory painted after bending and perforation and backed with a black

Glass fiber acoustical fleece.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar

refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and

sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement :

25 12.55 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, sqm 39.37 1657.94 65273.23

including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting

upto 150 mm height along the parapet walls in the same manner.

TOTAL ROOFING WORK AMOUNT 0.00

X 13.0 FINISHING WORK 0.00

26 13.4 12 mm cement plaster of mix : 0.00

27 13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 0.00

28 13.16 6 mm cement plaster of mix : 0.00

Extra for plastering exterior walls of height more than 10 m from ground level for every

additional height of 3 m or part thereof.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to

prepare the surface even and smooth complete.

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

31.1 13.62.1 Two or more coats on new work sqm 10.00 220.14 2201.41

32 13.45 Finishing walls with textured exterior paint of required shade : 0.00

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

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture,

including applying additional coats wherever required to achieve even shade and colour.

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50

34 13.41 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve 0.00

even shade and colour :

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

primer having VOC content less than 50 gram/litre

TOTAL FINISHING WORK AMOUNT 0.00

XII 22.0 WATER PROOFING WORK 0.00

Providing and laying integral cement based water proofing treatment including preparation of

surface as required for treatment of roofs, balconies, terraces etc consisting of following

35 22.7 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water 0.00

proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC

slab including adjoining walls upto 300 mm height including cleaning the surface before

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50%

of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming

to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm

of cement admixed with water proofing compound conforming to IS : 2645 and approved by 0.00

Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4

coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by

Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster

and finally finishing the surface with trowel with neat cement slurry and making pattern of

300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks

for curing and for final test. “All above operations to be done in order and as directed and 0.00

specified by the Engineer-in-Charge”:

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. sqm 39.37 1639.12 64531.99

TOTAL WATER PROOFING WORK AMOUNT 0.00

S. No. Description of Item Unit Qty

1.0 Internal Plumbing Works. 0.00

1 17.31 Providing and fixing mirror of superior glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers complete. sqm 3.00

2 17.28 PrProviding and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete

17.28.2 Flexible pipe 0.00

3 17.20 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat

and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting 0.00

and making good the walls and

floors wherever required :

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 3.00 6339.63 19018.89

4.00 ,18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 0.00

18.49.1 15 mm nominal bore Each 3.00 493.12 1479.35

5.00 ,18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality

conforming to IS:8931

18.53.1 15 mm nominal bore Each 6.00 558.79 3352.76

6.00 17.70 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste

of standard pattern, including painting of fittings and brackets, cutting and making good the walls 0.00

wherever require:

17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap

7.00 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : Each 0.00

9.00 17.16.A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate

to Eureopean type W.C. of quality and make as approved by Engineer - in-charge 291.32 873.95

10.00 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm

with concealed fitting arrangements,weighing not less than 106 gms. Each 3.00

B Soil, Waste, Vent & Rain Water Pipes 0.00

12.00 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron,

finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding

the edges and making and finishing the outlet complete. Each 1.00

13.00 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing

not less than 440 grams. Each 1.00

14.00 17.35 Providing and fixing soil, waste, vent and rain water pipes 0.00

100mm dia 0.00

17.35.1.3 Hubless centrifugally cast iron pipes epoxy coated inside & outside IS : 15905 metre 35.00 1137.73 39820.51

15.00 Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and

Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.

16.00 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts

and nuts complete.

17.38.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 3.00 551.89 1655.66

17.00 17.39 Providing and fixing plain bend of required degree. 0.00

17.39.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 8.00 358.06 2864.51

18.00 17.42 Providing and fixing double equal plain junction of required degree. 0.00

17.42.1.3 Hubless centrifugally cast iron pipes epoxy coated inside & outside IS : 15905 Each 1.00 740.16 740.16

19.00 17.44 Providing and fixing single equal plain junction of required degree : 0.00

17.44.1.3 Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905 Each 4.00 565.75 2263.00

21.00 17.54.A Providing and fixing Hubless cast iron offsets epoxy coated inside & outside as per IS : 15905 0.00

17.54A.1 130 mm offsets 0.00

22.00 17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 0.00

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 105.00 420.38 44140.39

23.00 Painting with synthetic enamel paint of approved drand and manufacture to give an even shade

13.61.1 Two more coast on new work sqm 35.00 151.69 5309.17

24.00 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and

shuttering - All work up to plinth level:

4.1.3 1:2:4 (1 cement :2 coarse sand: 4 hard stone aggregate 20mm and down gauge). Cum 3.00 7665.78 22997.34

25.00 ,17.60 Providing and fixing trap of self cleansing design with screwed down or hinged with or without vent arm

complete, including cost of cutting and making good the walls and floors.

a 17.60.1 100 mm inlet and 100 mm outlet 0.00

17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 Each 3.00 831.48 2494.43

26.00 Fire DSR 27.8 Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239

including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe

on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic

enamel paint of required shade complete as required :

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

For WB, Urinal FT & FD and Sink Drain pipe 0.00

18.8.3 40 mm dia nominal bore Metre 6.00 939.92 5639.51

27.00 12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS:13592 Tyape A

included jointing with seal ring conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single 0.00

socketed pipes.

28.00 12.42 Providing, 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 ; 0.00

5382 leaving 10 mm gap for thermal expansion.

12.42.1.2 Coupler -110 mm diameter Each 4.00 132.47 529.90

12.42.5.2 Bend -87.5 deg -110 mm diameter Each 4.00 146.29 585.16

29.00 NS-1 Providing and fixing SS grating of approved quality and colour. Circular type 125 mm nominal dia

External Drainage System 0.00

29.0 DSR-2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and

then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each 0.00

deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a

a 2.10.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 5.00 342.64 1713.21

30.0 ,19.4 Fixing SW Gully Trap Grade A Complete CI Grating, brick masonry chamber and water tight CI cover

frame of 300 x 300 mm size (inside) square mouth traps or "P" or "S" Type Traps.

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 :

(A) Inside size 90×80 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00

32.0 ,19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on

12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all

minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test

and chemical resistance test as per specifications and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete

block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per

33.0 DSR-19.6 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 cement : 2 fine sand) including testing of joints etc. 0.00

34.0 DSR-19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40

mm nominal size) up to haunches of RCC. pipes including bed concrete as per standard design : 0.00

b 19.3.2 150 mm dia RCC pipe Metre 5.00 723.04 3615.18

35.00 DSR-19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement

: 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per 0.00

standard design

19.27.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 Each 2.00

C Internal Water Supply 0.00

36.00 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold

water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

Internal Work - Exposed on Wall 0.00

a 18.7.3 25 mm nominal outer dia .Pipes. Metre 5.00 390.71 1953.54

37.00 ,18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold

water supply including all CPVC plain & brass threaded fittings i/c 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 0.00

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. 0.00

a 18.8.2 20 mm nominal outer dia .Pipes. Metre 45.00 523.08 23538.82

b 18.8.3 25 mm nominal outer dia .Pipes. Metre 15.00 610.31 9154.71

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

38.00 Fire DSR - Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239

27.8 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe

on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic

enamel paint of required shade complete as required :

c DSR Fire- 25 mm dia nominal bore

39.00 DSR-18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4

coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in

cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone 0.00

aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)

12mm thick, finished with a floating coat of neat cement complete as per standard design :

a 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 4.00 1938.80 7755.20

40.00 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 0.00

18.17.1 25 mm nominal bore Each 2.00 605.60 1211.19

41.00 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 0.00

42.00 NS 2 Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE

(Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 0.00

a 15 mm nominal bore Each 1.00 388.98 388.98

b 20 mm nominal bore Each 3.00 528.52 1585.55

43.00 NS 3 Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia. Each 6.00 702.38 4214.29

44.00 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats

18.18 complete :.

a 18.18.3 25 mm nominal bore Each 1.00 451.52 451.52

Sr.No. Sch.No. Particulars Unit Qty Rate Amount

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 class PVC

1 1.10.3 conduit, with modular switch, modular plate, suitable GI box Nos. 16.00 1513.03 24208.55

and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the

3 1.14 following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium 0.00

class PVC conduit as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

4 1.31 including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections Each 3.00 491.97 1475.90

etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

5 1.32 including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, Each 4.00 604.39 2417.55

connections etc. as required.

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,

commissioning etc. as required.

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 PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

surface/ recess, complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for

10 2.10 inductive load of following poles in the existing MCB DB complete with 0.00

connections, testing and commissioning etc. as required.

Supplying and fixing 63Amp, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker (RCCB),

11 RA-1 having a sensitivity current 300 mA in the existing MCB DB Each 1.00 6026.70 6026.70

complete with connections, testing and commissioning etc. as

Supplying and installing following size of perforated painted

with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined

with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

a 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 30.00 560.04 16801.18

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of

2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/

15 5.9 terminating with G.I. nut, bolt, spring, washer etc. as required. Meter 70.00 148.52 10396.31

(Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

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

16 5.11 pipe from earth electrode including connection with G.I. nut, Meter 20.00 728.15 14563.09

bolt, spring, washer excavation and re-filling etc. as required.

LED Down lighter (SMD Type) (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED Recessed /

surface Down lighter (Round /square/Rectangular) SMD type of following body material with PMMA and

prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range - 15 deg to 40

deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.

F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), life time of minimum 50000 Burning Hours with , 70% of initial

Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K /

5700°K / 6000°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <3,

Maximum power consumption should not more than the specified rating and Fixture shall be of relevant

BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/

Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for

LED fixtures. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper

conductor single core cable and earthing etc. as required

with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test

report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size

18 and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink 0.00

of aluminum housing such that LED junction temperature shall not rise above 90°C).

Powder coated die cast / Extruded aluminum Body including trim. 0.00

SITC of 12W Extruded aluminium batten available in 2ft run length with multiple lumen packages and

19 RA-3 suitable for surface, wall & conduit ounting (with accessories). similar to Philips Type HSN Code MRP Each 3.00 507.80 1523.39

(INR) BN 021 LED12S 6500 PSU GR or equivalent.

Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire having pressure diecast housing

with driver set confirming to IP 65 and above Protection, IK08, High purity / transmisivity UV stablized

Non yellowish diffuser/ Reflector for uniform light distribution, ditachable driver set, suitable for 24hrs

20 MR-3 continuous operation complete in all respect. Each 3.00 2006.00 6018.00

1200 system lumen, >120lm/W, PF>0.95, CRI>70, >300V, over voltage protection, 4KV internal surge

protection with 5 year warrenty. CAT-AAA

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted

Batten light of following body material and construction as per IS : 10322 with

driver (Replaceable) as per the requirement with Driver efficiency >85%

,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -

15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry),

of minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/

6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching)

<3, Maximum power consumption should not more than the specified rating

21 and Fixture shall be of relevant BIS standard and trade mark certificate ( 0.00

T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test

report from NABL lab for all testing required for LED fixtures as per BIS

shall be submitted. Shape size and CCT shall be as approved by Engineerin-

Charge as per requirement. (Thermal management: heat sink of

aluminum housing such that LED junction temperature shall not rise above

Powder coated die cast /Extruded aluminum Body (Thickness ≥ 1.20

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity 0.973 correction Amount

Supply of 250mm exhuast fan having Built with a durable powder-coated metal body, this 150 mm exhaust

fan brings both style and resilience to kitchens, bathrooms, or compact spaces.

Equipped with a fast-spinning 1200 RPM motor, it swiftly eliminates steam, smoke, and odors for a fresher

indoor atmosphere.

The compact 250 mm sweep ensures a perfect wall or window installation without sacrificing airflow.

Precision balanced metal blades deliver steady, powerful airflow while keeping vibrations and noise

Designed to be energy-efficient, it uses approximately 48 W, offering strong performance without raising

22 RA-5 your electricity bill. Each 3.00 1799.46 5398.39

Operates quietly around 40–45 dB, making it ideal for use near bedrooms, studies, or any quiet area.

Comes with a sturdy steel bird guard to prevent insects and debris from entering, protecting hygiene and

Featuring a corrosion-resistant finish, it stays looking fresh and functioning well even in humid conditions.

Maintenance is hassle-free—blades and grill detach easily for quick cleaning to ensure consistent airflow.

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts

23 MR grade on cable tray as directed by engineer incharge complete in all respect including The armouring of the 0.00

cable shall be properly connected with the earth conductor by clamps etc.

Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed,

24 underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be 0.00

properly connected with the earth as per direction of Engineer-Incharge.

Laying and fixing of one number PVC insulated and PVC

25 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size 0.00

on cable tray as required.

a 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 100.00 46.41 4641.21

LIFT WORK 0.00

Supply Installation Testing and Commissioning of lift with power operated doors and AC variable voltage

1 and variable frequency controls having speed of minimum 1m/sec as per CPWD specifications. 0.00

a 8 Passenger Lift (G+4) Each 1 17,24,000.00 1724000.00

Total Electrical Block 66,20,238.32

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

I 2.0 EARTH WORK

Disposal of materials by Mechanical Transport including

loading, unloading and stacking of Earth up to 5 km

Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means over areas (exceeding 30 cm in

2 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including 0.00 0.00

getting out and disposal of excavated earth lead up to 50 m

and lift up to 1.5 m, as directed by Engineer-in charge.

Open timbering over areas including strutting, shoring etc.

3 2.22 complete. (Measurements to be taken of the face area 0.00 0.00

3.1 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 109.44 69.37 7592.39

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

4 2.25 depth, consolidating each deposited layer by ramming and cum 36.84 190.71 7025.50

watering, lead up to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in

excavation / banking excavated or stacked materials.

Supplying and filling in plinth with sand under floors, including

6 2.27 watering, ramming, consolidating and dressing complete. cum 0.67 2066.41 1382.43

Surface dressing of the ground including removing vegetation

7 2.28 and inequalities not exceeding 15 cm deep and disposal of 0.00 0.00

rubbish, lead up to 50 m and lift up to 1.5 m.

Supplying chemical emulsion in sealed containers including

8 2.34 delivery as 0.00 0.00

8.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 2.80 228.41 639.43

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Diluting and injecting chemical emulsion for POST-

9 2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost 0.00 0.00

of chemical emulsion) :

Treatment of soil under existing floors using chemical emulsion

@one litre per hole, 300 mm apart including drilling 12 mm

9.1 2.35.3 diameter holes and plugging with cement mortar 1 :2 (1 0.00 0.00

cement: 2 Coarse sand) to match the existing floor:

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

TOTAL EARTH WORK AMOUNT

II 4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified

10 4.1 grade excluding the cost of centering and shuttering - All work 0.00 0.00

up to plinth level :

1:2:4 (1 cement : 2 coarse sand) derived from natural sources :

10.1 4.1.3 4 raded stone aggregate 20 mm nominal size derived from cum 0.33 7665.78 2564.20

natural sources)

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

10.2 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size cum 3.86 6628.08 25554.41

derived from natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

11.1 4.3.1 Foundations, footings, bases for columns sqm 4.56 381.56 1739.92

Providing and laying damp-proof course 50 mm thick with

cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill)

derived from natural sources: 4 graded stone aggregate 20 mm

nominal size derived from natural sources).

Extra for providing and mixing water proofing material in

cement concrete work in doses by weight of cement as per

manufacturer's specification.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Providing & applying a coat of residual petroleum bitumen of

grade of VG-10 of approved quality using 1.7 kg per square

14 4.13 metre on damp proof course after cleaning the surface with sqm 3.33 142.20 472.94

brushes and finally with a piece of cloth lightly soaked in

Making plinth protection 50mm thick of cement concrete 1:3:6

(1 cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 20 mm nominal size

derived from natural sources) over 75mm thick bed of dry brick

ballast 40 mm nominal size, well rammed and consolidated and

grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth.

TOTAL CONCRETE WORK AMOUNT

III 5.0 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and

removal of form for

Foundations, footings, bases of columns, etc. for mass

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

13.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 83.88 935.34 78456.73

Small lintels not exceeding 1.5 m clear span, moulding as in

13.6 5.9.15 cornices, window sills, string courses, bands, copings, bed sqm 1.51 381.56 576.92

plates, anchor blocks and the like

13.7 5.9.16 Edges of slabs and breaks in floors and walls 0.00 0.00

Steel reinforcement for R.C.C. work including straightening,

14 5.22 cutting, bending, placing in position and binding all complete 0.00 0.00

upto plinth level.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

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

Steel reinforcement for R.C.C. work including straightening,

15 5.22A cutting, bending, placing in position and binding all complete 0.00 0.00

above plinth level.

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

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.

16.1 5.33.1 All works upto plinth level 0.00 0.00

Concrete of M30 grade with minimum cement content of 350

16.2 5.33.2 All works above plinth level upto floor V level 0.00 0.00

Concrete of M25 grade with minimum cement content of 330

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

TOTAL REINFORCED CEMENT CONCRETE AMOUNT

IV 6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in foundation and plinth in:

17.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.69 6939.68 18686.65

Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150 mm to 300 mm thick with Grade-1 AAC

blocks of density 551 to 650 kg/cum conforming to 15:2185

(Part 3) in super structure above plinth level up to floor V level

18 6.47 with RCC band at sill level and lintel level with approved block cum 29.24 8108.64 237092.14

laying polymer modified adhesive mortar all complete as per

direction of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made for separately).

TOTAL MASONRY WORK AMOUNT

V 8.0 CLADDING WORK

Stone tile work for wall lining upto 10 m height with special

adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement

19 7.38 : 3 coarse sand), including pointing in white cement with an

admixture of pigment to match the stone shade.

19.1 7.38.1 8 mm thick (mirror polished and machine cut edge)

35.1.1 7.38.1.1 Granite stone of any colour and shade sqm 12.93 3011.00 38932.19

TOTAL CLADDING WORK AMOUNT

VI 11.0 FLOORING WORK

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

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

20 11.56 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 of colour Black, Cheny/Ruby Red

TOTAL FLOORING WORK AMOUNT

IX 12.0 ROOFING WORK

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 stone aggregate 10 mm and down gauge),

including finishing with cement mortar 1:3 (1 cement : 3 fine

sand) as per standard design :

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Providing and fixing tiled false ceiling of specified materials of

size 595x595 mm in true horizontal level, suspended on inter

locking 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 ·r 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 fonn 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

22 12.52 angle of size 24x24x0.3 mm and laying false ceiling tiles of 0.00 0.00

approved texture in the grid including, required cutting/making,

opening for services like diffusers, grills, light fittings, fixtures,

smoke detectors etc. Main " 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.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

GI Metal Ceiling Lay in perforated Tegular edge global white

color tiles of size 595x595 mm and 0.5 mm thick with 8 mm

drop; made of GI sheet having galvanizing of 100 gms/sqm

(both sides inclusive) and 20% perforation area with 1.8 mm

12.52.2 dia holes and having NRC (Noise Reduction Coefficient) of 0.5, sqm 8.92 2012.89 17955.01

electro statically polyester powder coated of thickness 60

microns (minimum), including factory painted after bending and

perforation and backed with a black Glass fiber acoustical

Providing and fixing Heat Resistant Terrace Tiles (300 mm x

300 mm x 20 mm) with SRI (solar refractive index) > 78, solar

reflection > 0.70 and initial emittance > 0.75 on waterproof and

sloped surface of terrace, laid on 20 mm thick cement sand

23 12.55 mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and sqm 11.92 1657.94 19762.68

grouting the joints with mix of white cement & marble powder in

ratio of 1:1, including rubbing and polishing of the surface upto

3 cuts complete, including providing skirting upto 150 mm

height along the parapet walls in the same manner.

TOTAL ROOFING WORK AMOUNT

X 13.0 FINISHING WORK

24 13.4 12 mm cement plaster of mix : 0.00 0.00

15 mm cement plaster on rough side of single or half brick wall

26 13.16 6 mm cement plaster of mix : 0.00 0.00

Extra for plastering exterior walls of height more than 10 m

27 13.22 from ground level for every additional height of 3 m or part sqm 0.00 84.75 0.00

Providing and applying plaster of paris putty of 2 mm thickness

28 13.26 over plastered surface to prepare the surface even and smooth sqm 198.77 255.61 50807.53

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

29.1 13.62.1 Two or more coats on new work sqm 10.00 220.14 2201.41

Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over

30.1 13.45.1 and including priming coat of exterior primer applied @ sqm 150.94 217.56 32838.06

Wall painting with premium acrylic emulsion paint of interior

grade, having VOC (Volatile Organic Compound ) content less

31 13.83 than 50 grams/ litre of approved brand and manufacture, 0.00 0.00

including applying additional coats wherever required to

achieve even shade and colour.

Distempering with 1st quality acrylic distemper (ready mixed)

having VOC content less than 50 gram/litre, of approved

manufacturer and of required shade and colour all complete to

achieve even shade and colour :

New work (two or more coats) over and including water

32.1 13.41.1 thinnable priming coat with cement primer having VOC content sqm 90.18 71.95 6488.75

less than 50 gram/litre

TOTAL FINISHING WORK AMOUNT

XII 22.0 WATER PROOFING WORK

Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc consisting of

following operations:

33 22.7 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with water proofing compound conforming to

IS. 2645 and approved by Engineer-in-charge over the RCC

slab including adjoining walls upto 300 mm height including

cleaning the surface before treatment.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

(b) Laying brick bats with mortar using broken bricks/brick bats

25 mm to 115 mm size with 50% of cement mortar 1:5 (1

cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-

in-charge over 20 mm thick layer of cement mortar of mix 1:5

(1 cement :5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the adjoining

walls upto 300 mm height including rounding of junctions of

walls and slabs.

(c) After two days of proper curing applying a second coat of

cement slurry using 2.75 kg/ sqm of cement admixed with

water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement

mortar of mix 1:4 (1 cement :4 coarse sand) admixed with

water proofing compoundconforming to IS : 2645 and approved

by Engineer-in-charge including laying glass fibre cloth of

approved quality in top layer of plaster and finally finishing the

surface with trowel with neat cement slurry and making pattern

of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for

a minimum period of two weeks for curing and for final test. “All

above operations to be done in order and as directed and

specified by the Engineer-in-Charge”:

With average thickness of 120 mm and minimum thickness at

khurra as 65 mm.

TOTAL WATER PROOFING WORK AMOUNT

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

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 class PVC

1 1.10.3 conduit, with modular switch, modular plate, suitable GI box Nos. 7.00 1,517.74 10,624.21

and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

2 1.12 recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS Meter 35.00 345.55 12,094.37

PVC insulated copper conductor single core cable for loop earthing as

Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor, single core

cable in surface/ recessed medium class PVC conduit as required.

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 A modular socket outlet and 15/16 A modular

switch, connections etc. as required.

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 PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

surface/ recess, complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C"

curve, miniature circuit breaker suitable for inductive load of

following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing 63Amp, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker (RCCB),

11 RA-1 having a sensitivity current 300 mA in the existing MCB DB Each 1.00 6,026.70 6,026.70

complete with connections, testing and commissioning etc. as

Supplying and installing following size of perforated painted

with powder coating M.S. cable trays with perforation not more than

13 4.1 17.5%, in convenient sections, joined with connectors, suspended - -

from the ceiling with M.S. suspenders including bolts & nuts,

painting suspenders etc as required.

a 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 30.00 561.78 16,853.49

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of

2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/

15 5.9 terminating with G.I. nut, bolt, spring, washer etc. as required. Meter 70.00 148.98 10,428.68

(Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

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

16 5.11 pipe from earth electrode including connection with G.I. nut, Meter 20.00 730.42 14,608.42

bolt, spring, washer excavation and re-filling etc. as required.

LED Down lighter (SMD Type) (System lumen efficacy >135

Supplying, installation, Testing & Commissioning of LED Recessed /

surface Down lighter (Round /square/Rectangular) SMD type of

following body material with PMMA and prismatic diffuser and

construction as per IS : 10322 with driver as per the requirement with

Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq

50/60 hz, Operating temp range - 15 deg to 40 deg centigrade,

internal surge protection of 2.5 KV with Short & Open circuit

protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified

Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), life time of minimum 50000

17 Burning Hours with , 70% of initial Lumen maintained till life ends -

as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K /

4000°K / 5700°K / 6000°K /6500°K (As per ANSI Bin) ,

SDCM(Standard Deviation Color Matching) <3, Maximum power

consumption should not more than the specified rating and Fixture

shall be of relevant BIS standard and trade mark certificate ( T.C.).

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab

setup for all testing facilities for LED fixtures. complete in all respect

i/c connections with 1.5 sq mm FRLS, PVC insulated copper

conductor single core cable and earthing etc. as required

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

with Minimum 5 year OEM warranty. System lumen efficacy >135

lm/Watt output . LM79 & LM80 Test report from NABL lab for all

testing required for LED fixtures as per BIS shall be submitted. Shape

18 size and CCT shall be as approved by Engineer-in-Charge as per -

requirement. (Thermal management: heat sink of aluminum housing

such that LED junction temperature shall not rise above 90°C).

Powder coated die cast / Extruded aluminum Body including

Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire

having pressure diecast housing with driver set confirming to IP 65 and

above Protection, IK08, High purity / transmisivity UV stablized Non

yellowish diffuser/ Reflector for uniform light distribution, ditachable driver

set, suitable for 24hrs continuous operation complete in all respect.

1200 system lumen, >120lm/W, PF>0.95, CRI>70, >300V, over voltage

protection, 4KV internal surge protection with 5 year warrenty. CAT-AAA

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted

Batten light of following body material and construction as per IS : 10322

driver (Replaceable) as per the requirement with Driver efficiency >85%

,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -

15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical

of minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/

6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching)

21 <3, Maximum power consumption should not more than the specified rating

and Fixture shall be of relevant BIS standard and trade mark certificate (

T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80

report from NABL lab for all testing required for LED fixtures as per BIS

shall be submitted. Shape size and CCT shall be as approved by Engineerin-

Charge as per requirement. (Thermal management: heat sink of

aluminum housing such that LED junction temperature shall not rise above

Powder coated die cast /Extruded aluminum Body (Thickness ≥ 1.20

Digitally signed by AKSHIT

Sl.No. DSR 2023 Description Unit Quantity DSR Amount

Supply and laying of aluminium conductor PVC insulated

armoured served sheathed cables 1100 Volts grade on cable tray as

23 MR directed by engineer incharge complete in all respect including The - -

armouring of the cable shall be properly connected with the earth

conductor by clamps etc.

Supply and fixing of brass nickle plated compression gland for PVC

insulated & armoured served sheathed, underground cable including

24 rubber ring etc. complete in all respect. The armouring of the cable - -

shall be properly connected with the earth as per direction of

Engineer-Incharge.

Laying and fixing of one number PVC insulated and PVC

25 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size -

on cable tray as required.

a 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 100.00 46.56 4,655.66

Supply Installation Testing and Commissioning of lift with power

operated doors and AC variable voltage and variable frequency

controls having speed of minimum 1m/sec as per CPWD

specifications.

a 8 Passenger Lift (G+4) Each 1 17,24,000.00 17,24,000.00

Total Library Lifts 37,77,154.03

Digitally signed by AKSHIT

LECTURE HALL LIFT

Sl.No. Description Unit Quantity 0.973 Amount

I 2.0 EARTH WORK

Disposal of materials by Mechanical Transport including loading,

unloading and stacking of Earth up to 5 km

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width

2 2.6 as well as 10 sqm on plan) including getting out and disposal of 0.00 0.00

excavated earth lead up to 50 m and lift up to 1.5 m, as directed by

Engineer-in charge.

Open timbering over areas including strutting, shoring etc. complete.

(Measurements to be taken of the face area timbered):

3.1 2.22.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 136.80 69.37 9490.49

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m.

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

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

ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

7 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead up 0.00 0.00

to 50 m and lift up to 1.5 m.

Supplying chemical emulsion in sealed containers including delivery as

8 2.34 specified. 0.00 0.00

8.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 4.95 228.41 1130.64

Diluting and injecting chemical emulsion for POST-

9 2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost of 0.00 0.00

chemical emulsion) :

Digitally signed by AKSHIT

Sl.No. Description Unit Quantity 0.973 Amount

Treatment of soil under existing floors using chemical emulsion @one

litre per hole, 300 mm apart including drilling 12 mm diameter holes

and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to

match the existing floor:

9.1.1 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 24.75 301.68 7466.55

II 4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

10 4.1 excluding the cost of centering and shuttering - All work up to plinth

1:2:4 (1 cement : 2 coarse sand) derived from natural sources : 4

10.1 4.1.3 raded stone aggregate 20 mm nominal size derived from natural cum 1.31 7665.78 10045.24

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

10.2 4.1.8 : 8 graded stone aggregate 40 mm nominal size derived from natural cum 5.53 6628.08 36658.56

Centering and shuttering including strutting, propping etc. and removal

of form work for :

11.1 4.3.1 Foundations, footings, bases for columns sqm 5.70 381.56 2174.90

Providing and laying damp-proof course 50 mm thick with cement

concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural

sources: 4 graded stone aggregate 20 mm nominal size derived from

natural sources).

Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's

Providing & applying a coat of residual petroleum bitumen of grade of

VG-10 of approved quality using 1.7 kg per square metre on damp

14 4.13 proof course after cleaning the surface with brushes and finally with a sqm 5.36 142.20 762.73

piece of cloth lightly soaked in kerosene oil.

Digitally signed by AKSHIT

Sl.No. Description Unit Quantity 0.973 Amount

Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size derived from natural

12 4.17 sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, sqm 18.00 729.07 13123.24

well rammed and consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the top smooth.

III 5.0 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and removal

13.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 39.45 381.56 15052.62

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

13.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 59.69 902.21 53856.78

13.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 121.03 716.52 86720.65

13.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 142.65 935.34 133426.95

Small lintels not exceeding 1.5 m clear span, moulding as in cornices,

13.6 5.9.15 window sills, string courses, bands, copings, bed plates, anchor blocks sqm 2.27 381.56 865.38

13.7 5.9.16 Edges of slabs and breaks in floors and walls 0.00 0.00

Steel reinforcement for R.C.C. work including straightening, cutting,

14 5.22 bending, placing in position and binding all complete upto plinth level. 0.00 0.00

14.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5827.58 104.94 611534.36

Steel reinforcement for R.C.C. work including straightening, cutting,

15 5.22A bending, placing in position and binding all complete above plinth level. 0.00 0.00

15.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3878.57 104.94 407009.83

Digitally signed by AKSHIT

Sl.No. Description Unit Quantity 0.973 Amount

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,

16 5.33 finishing and reinforcement as per direction of the engineer-in-charge; 0.00 0.00

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.

16.1 5.33.1 All works upto plinth level 0.00 0.00

Concrete of M30 grade with minimum cement content of 350 kg /cum

16.2 5.33.2 All works above plinth level upto floor V level 0.00 0.00

Concrete of M25 grade with minimum cement content of 330 kg /cum

IV 6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

17.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5.88 6939.68 40836.54

Digitally signed by AKSHIT

Sl.No. Description Unit Quantity 0.973 Amount

Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to 15:2185 (Part 3) in super

structure above plinth level up to floor V level with RCC band at sill

level and lintel level with approved block laying polymer modified

adhesive mortar all complete as per direction of Engineer-in-Charge.

(The payment of RCC band and reinforcement shall be made for

V 8.0 CLADDING WORK

Stone tile work for wall lining upto 10 m height with special adhesive

over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),

including pointing in white cement with an admixture of pigment to

match the stone shade.

19.1 7.38.1 8 mm thick (mirror polished and machine cut edge)

35.1.1 7.38.1.1 Granite stone of any colour and shade sqm 18.32 3011.00 55146.41

VI 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

20 11.56 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 of colour Black, Cheny/Ruby Red or

TOTAL FLOORING WORK AMOUNT

IX 12.0 ROOFING WORK

Digitally signed by AKSHIT

Sl.No. Description Unit Quantity 0.973 Amount

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 stone aggregate 10 mm and down gauge), including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking 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 ·r 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 fonn 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

22 12.52 grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying 0.00 0.00

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 " 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.

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GI Metal Ceiling Lay in perforated Tegular edge global white color tiles

of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI

sheet having galvanizing of 100 gms/sqm (both sides inclusive) and

20% perforation area with 1.8 mm dia holes and having NRC (Noise

Reduction Coefficient) of 0.5, electro statically polyester powder coated

of thickness 60 microns (minimum), including factory painted after

bending and perforation and backed with a black Glass fiber acoustical

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x

20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

23 12.55 cement : 4 coarse sand) and grouting the joints with mix of white sqm 24.75 1657.94 41034.10

cement & marble powder in ratio of 1:1, including rubbing and polishing

of the surface upto 3 cuts complete, including providing skirting upto

150 mm height along the parapet walls in the same manner.

TOTAL ROOFING WORK AMOUNT

X 13.0 FINISHING WORK

24 13.4 12 mm cement plaster of mix : 0.00 0.00

15 mm cement plaster on rough side of single or half brick wall of mix:

26 13.16 6 mm cement plaster of mix : 0.00 0.00

Extra for plastering exterior walls of height more than 10 m from

ground level for every additional height of 3 m or part thereof.

Providing and applying plaster of paris putty of 2 mm thickness over

28 13.26 plastered surface to prepare the surface even and smooth complete. sqm 358.80 255.61 91712.08

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

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29.1 13.62.1 Two or more coats on new work sqm 10.00 220.14 2201.41

30 13.45 Finishing walls with textured exterior paint of required shade : 0.00 0.00

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

30.1 13.45.1 including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 230.71 217.56 50194.35

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

31 13.83 litre of approved brand and manufacture, including applying additional 0.00 0.00

coats wherever required to achieve even shade and colour.

Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gram/litre, of approved manufacturer and of

required shade and colour all complete to achieve even shade and

New work (two or more coats) over and including water thinnable

32.1 13.41.1 priming coat with cement primer having VOC content less than 50 sqm 113.64 71.95 8176.78

TOTAL FINISHING WORK AMOUNT

XII 22.0 WATER PROOFING WORK

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

33 22.7 admixed with water proofing compound conforming to IS. 2645 and 0.00 0.00

approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before

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(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm

to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water

proofing compound conforming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the adjoining walls

upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing 0.00 0.00

compound conforming to IS : 2645 and approved by Engineer-in-

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compoundconforming to IS : 2645 and approved by Engineer-in-charge

including laying glass fibre cloth of approved quality in top layer of

plaster and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. “All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge”:

With average thickness of 120 mm and minimum thickness at khurra

TOTAL WATER PROOFING WORK AMOUNT

Sr.No. Sch.No. Particulars Unit Qty Amount

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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 class PVC

1 1.10.3 conduit, with modular switch, modular plate, suitable GI box Nos. 7.00 1,517.74 10,624.21

and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

2 1.12 recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC Meter 35.00 345.55 12,094.37

insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the

3 1.14 following sizes of FRLS PVC insulated copper conductor, single core cable in - -

surface/ recessed medium class PVC conduit as required.

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

A modular socket outlet and 15/16 A modular switch, connections etc. as

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 PVC conduit,

and earthing the point with 1.5 sq. mm FRLS PVC insulated

copper conductor single core cable etc. as required.

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Sl.No. Description Unit Quantity 0.973 Amount

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

surface/ recess, complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing 63Amp, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker (RCCB),

11 RA-1 having a sensitivity current 300 mA in the existing MCB DB Each 1.00 6,026.70 6,026.70

complete with connections, testing and commissioning etc. as

Supplying and installing following size of perforated painted

with powder coating M.S. cable trays with perforation not more than 17.5%, in

13 4.1 convenient sections, joined with connectors, suspended from the ceiling with -

M.S. suspenders including bolts & nuts, painting suspenders etc as required.

a 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 30.00 561.78 16,853.49

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of

2.7 metre long etc. with charcoal/ coke and salt as required.

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Sl.No. Description Unit Quantity 0.973 Amount

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/

15 5.9 terminating with G.I. nut, bolt, spring, washer etc. as required. Meter 70.00 148.98 10,428.68

(Jointing shall be done by overlapping and with 2 sets of G.I. nut

bolt & spring washer spaced at 50mm)

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

16 5.11 pipe from earth electrode including connection with G.I. nut, Meter 20.00 730.42 14,608.42

bolt, spring, washer excavation and re-filling etc. as required.

LED Down lighter (SMD Type) (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED Recessed /

surface Down lighter (Round /square/Rectangular) SMD type of following

body material with PMMA and prismatic diffuser and construction as per IS :

10322 with driver as per the requirement with Driver efficiency >85%,

Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range - 15

deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR

(Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life

time (LED,Driver & electrical circuitry), life time of minimum 50000 Burning

17 Hours with , 70% of initial Lumen maintained till life ends as per LM80 - -

extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K / 6000°K

/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <3,

Maximum power consumption should not more than the specified rating and

Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.).

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on

housing. OEM must have its own in house NABL lab setup for all testing

facilities for LED fixtures. complete in all respect i/c connections with 1.5 sq

mm FRLS, PVC insulated copper conductor single core cable and earthing etc.

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Sl.No. Description Unit Quantity 0.973 Amount

with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt

output . LM79 & LM80 Test report from NABL lab for all testing required for

LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as

approved by Engineer-in-Charge as per requirement. (Thermal management:

heat sink of aluminum housing such that LED junction temperature shall not

rise above 90°C).

Powder coated die cast / Extruded aluminum Body including trim. - -

Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire having

pressure diecast housing with driver set confirming to IP 65 and above Protection,

IK08, High purity / transmisivity UV stablized Non yellowish diffuser/ Reflector for

uniform light distribution, ditachable driver set, suitable for 24hrs continuous

20 MR-3 operation complete in all respect. Each 3.00 2,006.00 6,018.00

1200 system lumen, >120lm/W, PF>0.95, CRI>70, >300V, over voltage protection,

4KV internal surge protection with 5 year warrenty. CAT-AAA

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Sl.No. Description Unit Quantity 0.973 Amount

LED Batten light (System lumen efficacy >135 lm/Watt)

Supplying, installation, Testing & Commissioning of LED surface mounted

Batten light of following body material and construction as per IS : 10322 with

driver (Replaceable) as per the requirement with Driver efficiency >85%

,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -

15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short &

Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry),

of minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/

6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching)

<3, Maximum power consumption should not more than the specified rating

and Fixture shall be of relevant BIS standard and trade mark certificate (

21 T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen - -

printing on housing. OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test

report from NABL lab for all testing required for LED fixtures as per BIS

shall be submitted. Shape size and CCT shall be as approved by Engineerin-

Charge as per requirement. (Thermal management: heat sink of

aluminum housing such that LED junction temperature shall not rise above

Powder coated die cast /Extruded aluminum Body (Thickness ≥ 1.20

Supply and laying of aluminium conductor PVC insulated armoured served

sheathed cables 1100 Volts grade on cable tray as directed by engineer

incharge complete in all respect including The armouring of the cable shall be

properly connected with the earth conductor by clamps etc.

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Supply and fixing of brass nickle plated compression gland for PVC insulated

& armoured served sheathed, underground cable including rubber ring etc.

complete in all respect. The armouring of the cable shall be properly

connected with the earth as per direction of Engineer-Incharge.

Laying and fixing of one number PVC insulated and PVC

25 7.8 sheathed / XLPE power cable of 1.1 KV grade of following size - -

on cable tray as required.

a 7.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 100.00 46.56 4,655.66

Supply Installation Testing and Commissioning of lift with power operated

1 doors and AC variable voltage and variable frequency controls having speed of - -

minimum 1m/sec as per CPWD specifications.

Total Lecture Hall 53,25,022.02

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