Construction of Substation for Library Building at CRSU, Jind, Haryana

(A) CIVIL WORK - AS PER HSR 2021

HSR-21 Clearing grass and removal of the rubbish up to a distance of 50m outside the

4.2 periphery of the area cleared.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5

2 m in width as well as 10 sqm on plan including getting out and disposal of

excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge:

4.7.1.1 All kinds of soil - 50m Lead 29.25 Cum 52.69 1,541.00

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

HSR-21 means in foundation trenches or drains (exceeding 30cm in depth, 1.5m in width as

4.12 well as 10 sqm on plan), including getting out the excavated soil and disposal of

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

4.12.1 All kinds of soil 354.37 Cum 77.69 27,531.00

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

4 foundations etc. in layers not exceeding 20cm in depth, consolidating each 354.37 Cum 46.44 16,455.00

deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Digitally signed by A JOTHI

Authorised singnature of contractor 2 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Providing and injecting chemical emulsion for PRE- CONSTRUCTIONAL anti termite

treatment and creating a chemical barrier under and around the column pits, wall

HSR-21 trenches, basement excavation, top surface of plinth filing junction of wall and floor,

4.39 along with the external perimetre of building, expansion joints surrounding of pipes

and conduit etc, complete (plinth area of the building at ground floor only shall be

measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20%.

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

6 cost of centering and shuttering - All work

below plinth level and up to Floor IV level:

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

nominal size).

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

sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry

7 brick ballast 40 mm nominal size, well rammed and consolidated and grouted with 23.63 Sqm 306.30 7,236.00

fine sand, including necessary excavation, levelling & dressing & finishing the top

smooth.

Providing and laying in position specified grade of reinforced cement concrete,

8 excluding the cost of centering, shuttering, finishing and reinforcement-

All work up to plinth level:

1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm

nominal size)

Reinforced cement concrete work in walls (any thickness), including attached

HSR-21 pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

6.15 abutments, posts and struts etc. above plinth level up to floor four level, excluding

cost of centering, shuttering, finishing and reinforcement:

1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm

nominal size)

Reinforced cement concrete work in beams, suspended floors, cum roofs having

slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,

10 staircases and spiral stair cases above plinth level up to floor four level, excluding the 60.14 Cum 6112.59 3,67,608.00

cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5

coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

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

6.30.1 Foundations, footings, bases of columns, etc. for mass concrete. 193.82 Sqm 156.28 30,290.00

Digitally signed by A JOTHI

Authorised singnature of contractor 3 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Walls (any thickness) including attached pilasters,buttresses, plinth and string courses

6.30.3 Suspended floors, roofs, landings, balconies. 155.66 Sqm 208.07 32,388.00

6.30.4 Shelves (Cast in situ). 0.90 Sqm 223.25 201.00

6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilever. 233.26 Sqm 296.48 69,156.00

6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts. 162.87 Sqm 261.65 42,615.00

Vertical and horizontal fins individually or forming box louvers band, facias and

eaves boards.

Edges of slabs and breaks in floors and walls.

Under 20 cm wide.

6.30.19 Weather shade, Chajjas, corbels etc., including edges. 13.32 Sqm 277.72 3,699.00

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC,

including straightening, cutting, bending, placing in position, binding, wastage,

overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. complete in all respect below plinth level

12 Note:- Reinforcement shall be measured in length including hooks, if any, separately

for different diameters as actually used in work , excluding overlaps. Wastage,

overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed

steel wire or other methods of binding & placing shall not be measured and cost of

these items shall be deemed to be included in the rates for reinforcement.

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

(Note: - TMT FE-550D bars to be used.)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC,

including straightening, cutting, bending, placing in position, binding, wastage,

overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. complete in all respect above plinth level.

13 Note:- Reinforcement shall be measured in length including hooks, if any, separately

for different diameters as actually used in work , excluding overlaps. Wastage,

overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed

steel wire or other methods of binding & placing shall not be measured and cost of

these items shall be deemed to be included in the rates for reinforcement.

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

(Note: - TMT FE-550D bars to be used.)

HSR-21 Brick work with common burnt clay non-modular bricks of class designation 10.5 in

7.21 foundation and plinth in:.

7.21.2 Cement mortar 1:6 (1 cement: 6 coarse sand). 24.35 Cum 3967.60 96,617.00

HSR-21 Brick work with common burnt clay non-modular bricks of class designation 10.5 in

7.22 superstructure above plinth level up to floor IV level in all shapes and sizes in :

Digitally signed by A JOTHI

Authorised singnature of contractor 4 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

7.22.2 Cement mortar 1:6 (1 cement: 6 coarse sand) 37.78 Cum 4488.22 1,69,548.00

HSR-21 Half brick masonry with common burnt clay non-modular bricks of class designation

7.28 10.5 in superstructure above plinth level up to floor IV level.

7.28.2 Cement mortar 1 :4 ( 1 cement :4 coarse sand) 19.25 Sqm 487.58 9,386.00

HSR-21 Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third

7.30 course of half brick masonry.

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

18 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1

:3 (1 cement : 3 fine sand) as per standard design :

9.17.1 In 75x75 mm deep chase 102.60 Rmt 111.63 11,453.00

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch

of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,

5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18

HSR-21 microns. Sheet should have protective guard film of 25 microns minimum to avoid

9.33 scratches during transportation and should be supplied in single length up to 12

metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling

/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in

horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and

trusses and including cutting to size and shape wherever required.

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

20 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1

:3 (1 cement : 3 fine sand) as per standard design :

9.34.1 Ridges plain (500 - 600mm) 21.50 Rmt 310.76 6,681.00

9.34.6 Gutter (600 mm over all girth) 43.00 Rmt 717.08 30,834.00

Providing and laying of chequered precast cement concrete tiles 22 mm thick in

HSR-21 footpath & courtyard, jointed with neat cement slurry mixed with pigment to match

10.30 the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick

bed of cement mortar 1 :4 (1 cement: 4 coarse sand).

10.30.2 Medium shade pigment using 50% white cement and 50% ordinary cement. 39.38 Sqm 753.69 29,677.00

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid

HSR-21 over and jointed with grey cement slurry mixed with pigment to match the shade of

10.37 the slab, including rubbing and polishing complete with base of cement mortar 1 : 4

( 1 cement : 4 coarse sand) :

10.37.1 25 mm thick 124.34 Sqm 790.31 98,265.00

Digitally signed by A JOTHI

Authorised singnature of contractor 5 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm (average) thick cement mortar 1:3 (1skirting, dado and

23 pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) 10.60 Sqm 835.85 8,859.00

and jointed with grey cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete.

24 10 mm thick cement plaster

11.4.2 1 :3 (1 cement: 3 fine sand) 191.90 Sqm 114.30 21,935.00

25 12 mm cement plaster of mix :

11.5.4 1 :6 (1 cement: 6 fine sand) 746.15 Sqm 104.48 77,959.00

26 15 mm cement plaster on the rough side of single or half brick wall of mix :

11.6.2 1 :6 (1 cement: 6 fine sand) 264.28 Sqm 126.81 33,512.00

Providing and fixing of chicken wire mesh for avoiding cracks in plaster with

27 necessary nail/screws etc. complete in all respect to the entire satisfaction of 72.12 Sqm 233.97 16,873.00

engineer-in-charge.

Providing and applying two coats white cement based putty of approved brand

HSR-21 and manufacturer, over plastered surface and grinding the surface smooth with

11.58 sand paper to get en even and smooth finish including cost and carriage of all

material , labour charges, scaffolding, sundries etc. complete.

HSR-21 Distempering with oil bound washable distemper of approved brand and

11.64 manufacture to give an even shade:

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

cement primer

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied

30 as per manufacturer's specifications including appropriate priming coat,

preparation of surface, etc. complete.

11.73.1 On steel work 503.28 Sqm 80.37 40,449.00

31 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including

priming coat of exterior primer applied @ 2.20 kg/10 sqm).

HSR-21 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in

12.4 position with necessary stainless steel screws etc.

12.4.2 Kiln seasoned and chemically treated Hollock wood 0.26 Cum 48004.11 12,529.00

Digitally signed by A JOTHI

Authorised singnature of contractor 6 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Providing & Fixing decorative high pressure laminated sheet of plain/ wood grain in

gloss / matt/ suede finish with high density protective surface layer and reverse side

33 of adhesive bonding quality conforming to IS : 2046 Type S, including cost of

adhesive of approved quality.

(Note:- Colour/Shade and company to be approved by the University)

12.12.2 1.0 mm thick 23.04 Sqm 459.90 10,596.00

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-

HSR-21 decorative type, core of block board construction with frame of 1st class hard wood

12.37 and well matched commercial 3 ply veneering with vertical grains or cross bands

and face veneers on both faces of shutters:

12.37.1 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws 11.52 Sqm 1400.22 16,131.00

HSR-21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth

12.39 on all edges of flush door shutters (over all area of door shutter to be measured).

HSR-21 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with

12.74 stainless steel screws etc. complete :

12.74.1 125 x 64 x 2.50 mm 10.00 Each 75.91 759.00

Providing and fixing aluminium extruded section body tubular type universal

HSR-21 hydraulic door closer (having brand logo with ISi, IS: 3564, embossed on the body,

12.89 door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with

double speed adjustment with necessary accessories and screws etc. complete.

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic

38 coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required

colour or shade, with nuts and screws etc. complete :

12.98.2 250 x 16 mm 4.00 Each 178.60 714.00

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating

39 not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or

shade, with necessary screws etc. complete.

12.99.1 300 x 10 mm 38.00 Each 95.55 3,631.00

12.99.4 150 x 10 mm 38.00 Each 61.62 2,341.00

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not

40 less than grade AC 1O as per IS : 1868) transparent or dyed to required colour or

shade, with necessary screws etc. complete.

12.102.1 125 mm 12.00 Each 49.12 589.00

12.102.2 100 mm 28.00 Each 42.86 1,200.00

Digitally signed by A JOTHI

Authorised singnature of contractor 7 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised

41 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade, with necessary screws etc. complete.

12.103.2 Twin rubber stopper 6.00 Each 51.79 311.00

Providing and fixing aluminium work for doors, windows, ventilators and partitions

with extruded built up standard tubular sections/ appropriate Z sections and other

sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash

fasteners of required dia and size, including necessary filling up the gaps at

HSR-21 junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket

12.157 etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed

mechanically wherever required including cleat angle, Aluminium snap beading for

glazing / panelling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling

and dash fasteners to be paid for separately) :

12.157.1 For fixed portion

Polyester powder coated aluminium (minimum thickness of polyester powder

coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/

12.157.2 pivots and making provision for fixing of fittings wherever required including the cost

of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).

Polyester powder coated aluminium (minimum thickness of polyester powder

coating 50 micron)

Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of

44 approved quality with necessary stainless steel screws etc. to the side hung windows

as per direction of Engineer-in-charge complete.

12.162.3 355 X 19 mm 56.00 Each 236.65 13,252.00

Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/

Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag

45 elastomeric PU sealant over backer rod of approved quality as per architectural

drawings and direction of Engineer-in-charge complete, complying to ASTM C920,

DIN 18540-F & ISO 11600.

12.172.1 Up to 5 mm depth and 5 mm width. 147.90 Rmt 90.19 13,340.00

12.172.2 Up to 10 mm depth and 10 mm width. 147.90 Rmt 126.81 18,755.00

Providing and fixing glazing in aluminium door, window, ventilator shutters and

HSR-21 partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the

12.177 architectural drawings and the directions of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

Digitally signed by A JOTHI

Authorised singnature of contractor 8 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

12.177.1 With toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) 52.52 Sqm 1051.06 55,196.00

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash

fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2),

47 counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,

including drilling of hole in frame , concrete/ masonry, etc. as per direction of

Engineer-in-charge.

13.5.3 10 x 120 mm 144.00 Each 77.69 11,188.00

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing

48 in position and applying a priming coat of approved steel primer using structural

steel etc. as required.

13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 2960.04 Kg 83.05 2,45,828.00

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses

HSR-21 etc., including cutting, hoisting, fixing in position and applying a priming coat of

13.30 approved steel primer, including welding and bolted with special shaped washers

etc. complete.

13.30.1 Hot finished welded type tubes 6772.50 Kg 105.37 7,13,645.00

HSR-21 Providing and fixing mild steel round holding down bolts with nuts and washer plates

13.31 complete.

Supplying and fixing rolling shutters of approved make, made of required size M.S.

laths, interlocked together through their entire length and jointed together at the

end by end locks, mounted on specially designed pipe shaft with brackets, side

HSR-21 guides and arrangements for inside and outside locking with push and pull

13.37 operation complete, including the cost of providing and fixing necessary 27.5 cm

long wire springs manufactured from high tensile steel wire of adequate strength

conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling

shutters.

13.37.1 80x1 .25 mm M.S. laths with 1.25 mm thick top cover 9.00 Sqm 1993.18 17,939.00

52 Providing and fixing ball bearing for rolling shutters. 2.00 Each 322.37 645.00

HSR-21 Extra for providing mechanical device chain and crank operation for operating

13.39 rolling shutters.

13.39.1 Exceeding 10.00 sqm and up to 16.80 sqm in the area 9.00 Sqm 937.65 8,439.00

Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar

54 instead of laths as per design approved by Engineer-in- charge, (area of grill to be 3.60 Sqm 579.56 2,086.00

measured).

Digitally signed by A JOTHI

Authorised singnature of contractor 9 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method

Construction of granular sub-base by providing Material as per Grading Ill (Table 400-

1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of

55 mixed Material to work site, spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to achieve the

desired density, complete as per technical clause 401 of MORT&H specifications.

(Note: - GSB shall be laid in two layers of 115mm each)

17.14.3 Grading III material 45.35 Cum 1196.62 54,270.00

Providing and Laying 80 mm thick ISI marked interlocking Paver Blocks conforming

56 to IS 15658:2006/IRC SP 63: 2004 of all shapes and colors in design mix cement M 40 197.19 Sqm 654.57 1,29,071.00

over the bed of 30 mm thick fine sand complete in all respect.

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

slurry mixed with water proofing cement compound consisting of applying:

(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed

with water proofing cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when the first layer is still green.

Overlaps of joints of fibre cloth should not be less than 10cm.

HSR-21 (c) third layer of 1.5 mm thickness consisting of sluny of cement @ 1.289 kg/sqm

28.16 mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @

1.289 kg/sqm This will be allowed to air cure for 4 hours followed by water curing for

48 hours. The entire treatment will be taken up to 30 cm on parapet wall and tucked

into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement mortar (which will be paid for

separately).

For the purpose of measurement the entire treated surface will be measured.

Removing dry or oil bound distemper, water proofing cement paint and the like by

58 scrapping, sand papering and preparing the surface smooth including necessary 500.00 Sqm 9.82 4,912.00

repairs to scratches etc. complete.

HSR-21 Distempering with 1st quality acrylic distemper (Ready mix) having VOC content less

30.25 than 50 grams/ litre of approved brand and manufacture to give an even shade:

30.25.1 Old work (one or more coats) 1915.00 Sqm 28.58 54,723.00

HSR-21 Painting with synthetic enamel paint of approved brand and manufacture of

30.28 required colour to give an even shade

30.28.1 One or more coats on old work 294.00 Sqm 38.40 11,289.00

Digitally signed by A JOTHI

Authorised singnature of contractor 10 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

61 Finishing walls with Acrylic Smooth exterior paint of required shade:

Old work (Two or more coat applied @ 1.67 litre/ 10 sqm) on existing cement paint

surface.

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in

62 recharge pit, in the required thickness, for all leads & lifts, all complete as per 43.07 Cum 1039.45 44,764.00

direction of Engineer-in-charge.

Excavating, supplying and filling of Tibba Sand having CBR 8% (including royalty) by

mechanical transport upto any lead and Lift also including ramming and watering

of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation

(Derived)

etc. complete.

Providing and fixing Fly proof wire mesh comprising combination of ( stainless steel

grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4

mm in both directions and Aluminium Mesh with opening 10mm x 10mm 1.6 mm

N.S thick ) in aluminium/UPVC door, window, ventilator shutters and partitions etc. fixed

C-2 on 3 mm thick MS flat iron cover moulding of 12.5 mm width, including EPDM rubber

/ neoprene gasket etc. complete as per the architectural drawings and the

directions of engineer-in-charge. (Cost of aluminium/UPVC snap beading shall be

paid in basic item):

Providing and fixing factory-made precast RCC Trench Covers, having concrete of

strength not less than M-30, of tentative module size 1050 x 600 x100 mm (or as per

N.S site condition), reinforced with 8mm dia five Nos. longitudinal & 10mm dia nine Nos.

C-3 cross T.M.T. hoop bars, including providing edge binding with M.S. flats of size 100

mm x 1.6 mm, including provision for lifting of covers,complete all as per direction of

Engineer-in-charge.

TOTAL AMOUNT ( CIVIL WORKS ) 68,28,421.56

TOTAL AMOUNT ( CIVIL WORKS ) 68,28,421.56

( BOUNDARY WALL )

Sr. HSR / NS DESCRIPTION OF ITEM QTY UNIT RATE w/out GST AMOUNT

(B) CIVIL WORK - AS PER HSR 2021

1 HSR-21 Earth work in excavation by mechanical means (Hydraulic excavator) / manual

4.12 means in foundation trenches or drains (exceeding 30cm in depth, 1.5m in width as

well as 10 sqm on plan), including getting out the excavated soil and disposal of

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

4.12.1 All kinds of soil 56.73 Cum 77.69 4,407.00

Digitally signed by A JOTHI

Authorised singnature of contractor 11 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

2 HSR-21 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 38.01 Cum 46.44 1,765.00

4.32 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.

3 HSR-21 Providing and laying in position cement concrete of specified grade excluding the

6.1 cost of centering and shuttering - All work

below plinth level and up to Floor IV level:

6.1.6 1 : 4 : 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm 10.39 Cum 2442.36 25,372.00

nominal size).

4 HSR-21 Providing and laying in position specified grade of reinforced cement concrete, 15.93 Cum 4373.91 69,659.00

6.14.1 excluding the cost of centering, shuttering, finishing and reinforcement-All work up to

plinth level. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand (zone-III): 3 cum graded stone

aggregate 20 mm nominal size).

5 HSR-21 Reinforced cement concrete work in walls (any thickness), including attached 2.26 Cum 5968.81 13,494.00

6.15.1 pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. above plinth level up to floor four level, excluding

cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5

coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size).

6 HSR-21 Centering and shuttering including strutting, propping etc. and removal of form for:

6.30.1 Foundations, footings, bases of columns, etc. for mass concrete. 42.41 Sqm. 156.28 6,627.00

6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilever. 44.63 Sqm. 296.48 13,231.00

6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts. 63.80 Sqm. 261.65 16,694.00

7 HSR-21 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC,

6.33 including straightening, cutting, bending, placing in position, binding, wastage,

overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. complete in all respect below plinth level

Note:- Reinforcement shall be measured in length including hooks, if any, separately

for different diameters as actually used in work , excluding overlaps. Wastage,

overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed

steel wire or other methods of binding & placing shall not be measured and cost of

these items shall be deemed to be included in the rates for reinforcement.

6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 2358.25 Kg 66.08 1,55,838.00

(Note: - TMT FE-550D bars to be used.)

Digitally signed by A JOTHI

Authorised singnature of contractor 12 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

8 HSR-21 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC,

6.34 including straightening, cutting, bending, placing in position, binding, wastage,

overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. complete in all respect above plinth level.

Note:- Reinforcement shall be measured in length including hooks, if any, separately

for different diameters as actually used in work , excluding overlaps. Wastage,

overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed

steel wire or other methods of binding & placing shall not be measured and cost of

these items shall be deemed to be included in the rates for reinforcement.

6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 452.16 Kg 67.87 30,687.00

(Note: - TMT FE-550D bars to be used.)

9 HSR-21 Brick work with common burnt clay non-modular bricks of class designation 10.5 in

7.21 foundation and plinth in:.

7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand). 13.07 Cum 4128.34 53,966.00

10 HSR-21 Brick work with common burnt clay non-modular bricks of class designation 10.5 in

7.22 superstructure above plinth level up to floor IV level in all shapes and sizes in :

7.22.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 15.20 Cum 4404.28 66,955.00

11 HSR-21 12 mm cement plaster of mix :

11.5.3 1 : 4 (1 cement: 4 fine sand) 123.78 Sqm 113.41 14,038.00

12 HSR-21 Providing and applying two coats white cement based putty of approved brand 123.78 Sqm 32.15 3,979.00

11.58 and manufacturer, over plastered surface and grinding the surface smooth with

sand paper to get en even and smooth finish including cost and carriage of all

material , labour charges, scaffolding, sundries etc. complete

13 HSR-21 Applying priming coat:

11.68.3 With ready mixed red oxide zinc chromate primer of approved brand and 47.07 Sqm 19.65 925.00

manufacture on steel galvanised iron/ steel works

14 HSR-21 Painting two coats excluding priming coat with synthetic enamel paint in all shades 47.07 Sqm 31.26 1,471.00

11.78 on new wood work or metallic or plastered or concrete surfaces to give an even

shade.

15 HSR-21 Finishing walls with Acrylic Smooth exterior paint of required shade :

11.95.1 New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including 123.78 Sqm 87.51 10,833.00

priming coat of exterior primer applied @ 2.20 kg/10 sqm).

Digitally signed by A JOTHI

Authorised singnature of contractor 13 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

16 HSR-21 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing

13.29 in position and applying a priming coat of approved steel primer using structural

steel etc. as required.

13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 2135.84 kg 83.05 1,77,379.00

17 N.S Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 58.66 Sqm 754.00 44,232.00

BW-1 mm made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5

mm in required colour and shade including strengthening with 2 mm dia wire or nuts,

bolts, and washers as required on existing MS frame complete as per the direction of

Engineer-in-charge.

TOTAL AMOUNT ( BOUNDARY WALL WORK ) 7,11,552.00

TOTAL AMOUNT ( BOUNDARY WALL WORK ) 7,11,552.00

( PUBLIC HEALTH WORK )

Sr. HSR / NS DESCRIPTION OF ITEM QTY UNIT RATE w/out GST AMOUNT

.(C) PUBLIC HEALTH WORK - AS PER HSR 2021

1 HSR-21 Excavating trenches of required width for pipes, cables, etc including excavation for

4.16 sockets, and dressing of sides, ramming of bottoms, depth up to 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:

4.16.1 All kinds of soil

4.16.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 121.10 Rmt 61.62 7,462.00

2 HSR-21 Providing and laying in position cement concrete of specified grade excluding the

6.1 cost of centering and shuttering - All work below plinth level and up to Floor IV level:

6.1.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm 1.00 Cum 3475.56 3,476.00

nominal size)

3 HSR-21 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes

9.57 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :

5382, leaving 10 mm gap for thermal expansion.

(i) Single socketed pipes.

9.57.2 110 mm dia PVC pipe 49.00 Rmt 200.03 9,802.00

4 HSR-21 Providing and fixing on wall face Unplasticised - PVC moulded fittings/accessories

9.58 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.

9.58.2 Single push fit Coupler

9.58.2.2 110 mm 6.00 Each 74.12 445.00

9.58.5.2 110 mm bend 6.00 Each 92.87 557.00

Digitally signed by A JOTHI

Authorised singnature of contractor 14 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

9.58.6 Shoe (Plain)

9.58.6.2 110 mm Shoe 6.00 Each 78.58 472.00

5 HSR-21 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering 6.00 Each 81.26 488.00

9.61 Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and

weighing not less than 100 gms.

6 HSR-21 Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and 2.00 Cum 1862.80 3,726.00

10.100.2 plinth.

7 HSR-21 Cutting holes up to 23 cm through stone masonry or brick work in cement walls for

20.26 pipes and making good including repointing, replastering and finishing according

to existing finish where required.

20.26.1 11.43 cm thickness of walls 5.00 Each 164.31 822.00

20.26.2 22.86 cm thickness of walls 5.00 Each 242.00 1,210.00

8 HSR-21 Making connection with the existing G.I. branch main up to 40 mm size including 1.00 Each 322.37 322.00

20.36 cutting and threading pipe etc., complete excluding cost of tee and long screw,

but including cartage of material to site.

9 HSR-21 Bailing out water from the trenches for making new connections in fully charged

20.49 pipe-lines including cleaning trimming and dressing the trenches to correct

alignment and grade as required by the Engineer-in-charge.

Size of the main with which connection is to be made.

20.49.1 Up to 200 mm internal diametre. 1.00 Each 949.26 949.00

10 HSR-21 Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with

20.62 rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2

MARKED WITH IS : 458-1988 and specials into trenches for all depths including

carriage, loading, unloading, stacking, handling, re-handling etc. complete is all

respects to the satisfaction to the Engineer - in -charge.

20.62.1 200 mm internal dia 121.10 Rmt 284.87 34,497.00

11 HSR-21 Constructing brick masonry inspection Chamber sizes as given below up to 0.60

21.84 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime

mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm thick cement

plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100

mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm

x610mm inside light duty C.I.inspection chamber cover and frame weight as per

1.5.1. specification painted with 3 coats of black bitumastic superior paint complete

as per standard design.

21.84.1 Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty 6.00 Each 3487.17 20,923.00

single seal weighing 20 kg with C.C. topping

21.84.2 Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal 2.00 Each 4976.69 9,953.00

pattern I weighing 38 kg with C.C. topping)

Digitally signed by A JOTHI

Authorised singnature of contractor 15 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

21.84.3 Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty 2.00 Each 5438.37 10,877.00

single seal weighing 20 kg with R.C.C. slab)

12 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

22.85 stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, including 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

22.85.3 25 mm nominal outer dia Pipes 15.00 Rmt 233.07 3,496.00

22.85.4 32 mm nominal outer dia Pipes 25.00 Rmt 310.76 7,769.00

13 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

22.87 stability for hot & cold water supply including all CPVC plain & brass threaded fittings

This includes jointing of pipes & fittings with one step CPVC solvent cement,

trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

22.87.4 32 mm nominal inner dia Pipes 125.00 Rmt 272.37 34,046.00

14 HSR-21 Providing and fixing gun metal gate valve with C.I. wheel of approved quality

22.98 (screwed end):

22.98.1 25 mm nominal bore 5.00 Each 414.35 2,072.00

15 HSR-21 Making connection of G.I. distribution branch with G.I. main of following sizes by

22.92 providing and fixing tee, including cutting and threading the pipe etc. complete:

22.92.1 25 to 40 mm nominal bore 1.00 Each 292.90 293.00

16 HSR-21 Providing and placing on terrace (at all floor levels) polyethylene water storage 1000.00 Ltr 7.14 7,144.00

22.181 tank, IS: 12701 marked, with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but without fittings and the base

support for tank.

17 HSR-21 Making connection of drain or sewer line with existing manhole including breaking

30.88 into and making good the walls, floors with cement concrete 1 :2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on

both sides with cement mortar 1 :3 (1 cement : 3 coarse sand), finished with a

floating coat of neat cement and making necessary channels for the drain etc.

complete :

30.88.1 For pipes 100 to 250 mm diameter 1.00 Each 239.32 239.00

TOTAL AMOUNT ( PH WORK ) 1,61,040.00

TOTAL AMOUNT ( PH WORK ) 1,61,040.00

MS STAIRCASE WORK

Digitally signed by A JOTHI

Authorised singnature of contractor 16 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

Sr. HSR / NS DESCRIPTION OF ITEM QTY UNIT RATE w/out GST AMOUNT

(A) CIVIL WORK - AS PER HSR 2021

1 HSR-21 Earth work in excavation by mechanical means (Hydraulic excavator)/manual

4.12 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-charge.

4.12.1 All kinds of soil 12.76 Cum 77.69 991.34

2 HSR-21 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 26.25 Cum 46.44 1,219.00

4.32 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.

3 HSR-21 Providing and laying in position cement concrete of specified grade excluding the

6.1 cost of centering and shuttering - All work below plinth level and up to Floor IV level:

6.1.6 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm 1.45 Cum 2442.36 3,547.00

nominal size).

4 HSR-21 Providing and laying in position specified grade of reinforced cement concrete,

6.14 excluding the cost of centering, shuttering, finishing and reinforcement-

All work up to plinth level:

6.14.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm 3.61 Cum 4373.91 15,782.00

nominal size)

5 HSR-21 Centering and shuttering including strutting, propping etc. and removal of form for:

6.30.1 Foundations, footings, bases of columns, etc. for mass concrete. 9.75 Sqm. 156.28 1,524.00

6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts. 10.03 Sqm. 261.65 2,625.00

6 HSR-21 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC,

6.33 including straightening, cutting, bending, placing in position, binding, wastage,

overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. complete in all respect below plinth level.

Note:- Reinforcement shall be measured in length including hooks, if any, separately

for different diameters as actually used in work , excluding overlaps. Wastage,

overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed

steel wire or other methods of binding & placing shall not be measured and cost of

these items shall be deemed to be included in the rates for reinforcement.

6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 360.83 Kg 66.08 23,844.00

7 HSR-21 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing

13.29 in position and applying a priming coat of approved steel primer using structural

steel etc. as required.

Digitally signed by A JOTHI

Authorised singnature of contractor 17 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

13.29.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate

wherever required, all complete.

13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 2266.09 Kg 83.05 1,88,197.00

8 HSR-21 Providing and fixing bolts including nuts and washers complete.

9 HSR-21 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied

11.73 as per manufacturer's specifications including appropriate priming coat,

preparation of surface, etc. complete.

11.73.1 On Steel Works 191.79 Sqm 80.37 15,414.00

10 NS Chemical Anchoring work with high-performance injectable mortar epoxy adhesive

S-1 (Hybrid Urethane Methacrylate adhesive) or chemical compound of make

HILTI/Fischer or as approved by Engineer-in-Charge complete in all respect including

drilling suitable holes in reinforced or plain cement concrete with power driven drill

machine to a minimum depth of 100mm up to 200mm in RCC beams, lintels,

columns and slabs to introduce high-performance carbon steel (grade 5.8) anchor

rod for for anchoring structural baseplates including cost of all material complete in

all respect.

1.1 16mm dia (hole size 18 mm dia & depth up to 200mm) 136.00 Each 971.00 1,32,056.00

1.2 20mm dia (hole size 24 mm dia & depth up to 200mm) 48.00 Each 1656.00 79,488.00

TOTAL AMOUNT ( MS STAIRCASE WORK ) 8,33,492.34

TOTAL AMOUNT ( MS STAIRCASE WORK ) 8,33,492.34

SCHEDULE NO.1 - HSR ITEMS ( ELECTRICAL INTERNAL)

Sr. Code No. Description of Items Qty. Unit Rate w/o GST Amount

1 HSR-21 Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable

20.71 GI pipe complete in all respects complete as per directions of Engineer-in-charge

20.71.1 48" (1200mm) 40.00 Each 2053.90 82,156.00

20.71.2 56" (1400mm) 8.00 Each 2361.09 18,889.00

2 HSR-21 Supplying, errection, testing of Exhaust fan (Propeller Type as per IS code 374) having 5.00 Each 1338.61 6,693.00

20.72 a each capacity of 45 cubic metre per minute complete with suitable G.I sheet

ducting in structure confirming to latest IS specifications complete in all respect to

satisfaction of Engineer-in-charge.

3 HSR-21 Providing and fixing of insulated rubber matting suitable for 11 KV 30.00 Each 1368.08 41,042.00

20.84 installation 1 M x 2 M x 12 mm thick (IS code 15652-40091) as per

specification complete and as per directions of Engineer-in-charge

Digitally signed by A JOTHI

Authorised singnature of contractor 18 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

4 HSR-21 Wiring main and sub mains in two single core for phase and neutral wire and one

23.3.6 single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in

PVC Conduit etc as required.

23.3.6.1 1 run of Size 1.50 Sqmm(1/1.40mm) 300.00 Rmt 87.51 26,254.00

23.3.6.2 1 run of Size 2.50 Sqmm(1.1.80mm) 300.00 Rmt 112.52 33,755.00

23.3.6.3 1 run of Size 4 Sqmm(1/2.24mm) 300.00 Rmt 143.77 43,132.00

23.3.6.5 1 run of Size 10 Sqmm(1/3.50 mm) 300.00 Rmt 345.59 1,03,677.00

23.4 COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT

5 HSR-21 Wiring for Light/Fan/call bell point with modular type switch/socket and GI box,

23.4.1 Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor

cable in 1.6 mm thick PVC conduit pipe.

23.4.1.3 Group C 69.00 Each 709.94 48,986.00

(ceiling fan 48 + Ex fan 5 + 1x18W Tube lights 11 + Wall Lights 2 + Down lighter 3)

6 HSR-21 Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS

23.4.4 copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp

3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box

,modular face plate etc complete as required.

23.4.4.3 Group C 4.00 Each 934.97 3,740.00

7 HSR-21 Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS

23.4.5 copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1

no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required

GI Box , modular face plate etc complete as required.

23.4.5.3 Group C 12.00 Each 1292.17 15,506.00

8 HSR-21 Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall /ceiling

23.7.6 etc. including the cost of PVC bends, inspection boxes, iron

hooks and cement concrete etc. complete in all respect up to the entire satisfaction

of Engineer-in-Charge of work.

23.7.6.1 PVC pipe of 20 mm dia. 100.00 Rmt 25.90 2,590.00

23.7.6.2 PVC pipe of 25 mm dia. 100.00 Rmt 32.15 3,215.00

23.7.6.3 PVC pipe of 32 mm dia.(For Supply Cables) 100.00 Rmt 44.65 4,465.00

23.7.6.4 PVC pipe of 40 mm dia.(For Supply Cables) 100.00 Rmt 57.15 5,715.00

23.8 FITTING AND ACCESSORIES

9 HSR-21 Providing and fixing Piano type accessories of approved make in existing box and

23.8.1 Bakelite sheet including fixing and making necessary connections, complete in all

respect.

23.8.1.5 Ceiling rose flush/surface type (For Ex fans) 5.00 Each 17.86 89.00

23.8.1.12 Bakelite angle/straight button holder large size.(For Wall Lights) 13.00 Each 45.54 592.00

Digitally signed by A JOTHI

Authorised singnature of contractor 19 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

10 HSR-21 Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. 48.00 Each 94.66 4,544.00

23.8.4 Road made into suitable suspension hook and erected in R.C.C. slab for the erection

of fan complete with all labour and material required to complete the job.(For

Ceiling Fans) .

11 HSR-21 Providing and fixing GI concealed sheet metal boxes with inner and outer face

23.8.10 plate including concealing the box in wall and fixing in position with inner plate and

face plate with all labour and material required for the job complete in all respects.

23.8.10.1 1 & 2 Modules including combined plate for Telephone points 2.00 Each 92.87 186.00

23.8.10.2 3 Modules(For Misc Jobs) 5.00 Each 126.81 634.00

23.8.10.3 4 Modules(For Misc Jobs) 5.00 Each 140.20 701.00

23.8.10.4 6 Modules(For Misc Jobs) 5.00 Each 185.74 929.00

23.8.10.5 8 Modules( For Misc Jobs) 5.00 Each 233.07 1,165.00

23.8.10.6 12 Modules(For Misc Jobs) 2.00 Each 282.19 564.00

12 HSR-21 Providing and fixing modular type accessories of approved make in existing box

23.8.11 including fixing and making necessary connections, complete in all respect.

23.8.11.1 5 amp 1 way switch 5.00 Each 41.08 205.00

23.8.11.3 15 amp 1 way switch 12.00 Each 82.16 986.00

23.8.11.4 5 amp Socket 5.00 Each 82.16 411.00

23.8.11.5 15 amp 6 pin Socket 12.00 Each 124.13 1,490.00

23.8.11.7 Step type Fan Regulator 2 modules 300 watt 48.00 Each 257.18 12,345.00

13 HSR-21 Erection of exhaust fan in existing opening ,complete with necessary earthling of fan 5.00 Each 108.95 545.00

23.9 including carriage from PWD store to the site of work.

14 HSR-21 Making suitable hole in the wall suitable for exhaust fan up to 450 mm sweep 5.00 Each 381.31 1,907.00

23.11 including finishing the same and fixing of Stainless steel wire mesh 2 mm thick having

about 50 meshes per inch at exhaust side complete as required

15 HSR-21 Providing and fixing outdoor duty Ply of 12 mm thick frame suitable for exhaust fan 5.00 Each 256.29 1,281.00

23.12 up to 450 mm sweep etc complete as required

16 HSR-21 Fixing of LED Down lighter 7 to 28 Watt on ceiling or in false ceiling including 3.00 Each 48.22 145.00

23.21 cutting/making hole in ceiling including making connections etc as required

17 HSR-21 Supply and erection of double door sheet steel enclosure distribution board suitable

23.22.4 for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour

and material required to complete the job in all respect up to the entire satisfaction

of the Engineer-in-Charge of the work.

23.22.4.5 TPN DB Horizontal type Double Door 4 way 1.00 Each 2706.68 2,707.00

( 8 incoming and 3 phase x 4 outgoing)

Digitally signed by A JOTHI

Authorised singnature of contractor 20 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

18 HSR-21 Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution

23.22.5 board including making necessary connections:-

23.22.5.1 6 amp. to 32 amp single pole. 12.00 Each 144.67 1,736.00

23.22.5.8 40 amp. to 63 amp. MCB's Four Pole. 1.00 Each 1291.28 1,291.00

19 HSR-21 Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz.

23.22.6 AC supply installed in existing sheet steel enclosures including making necessary

connections and bonding to earth with all labour and material required to complete

the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the

23.22.6.6 FP RCCB 30ma sensitivity, 63 A(For Power DB,s =16) 1.00 Each 2244.11 2,244.00

23.23 MISCELLANEOUS

20 HSR-21 Supply and fixing Galvanised Iron flexible pipe complete with socket nipples and

23.23.1 check nuts etc. at both ends (Up to length of one metre):-

23.23.1.3 Size 25 mm dia 20.00 Rmt 58.94 1,179.00

21 HSR-21 Supply of GI pipe (B-Class) for suspension rod of ceiling fan including threading if

23.23.2 required.

23.23.2.2 Size 20 mm dia 30.00 Rmt 168.78 5,063.00

22 HSR-21 Supply and erection of MS cable tray , duly pained as required including erection of

23.23.6 the same on wall or ceiling with necessary fixture and other material required to

complete the job in all respect up to the entire satisfaction of Engineer-in Charge of

the work.

23.23.6.1 MS perforated cable tray painted with powder coating 100 X 50 X2mm 50.00 Rmt 231.29 11,564.00

23.23.6.2 MS perforated cable tray painted with powder coating 200 X 50 X2mm 50.00 Rmt 350.95 17,547.00

23 HSR-21 Supply and erection of cable tray cover made of 1.25 mm thick GI sheet as required

23.23.7 including erection of the same on existing cable tray with necessary fixture and

other material required to complete the job in all respect up to the entire satisfaction

of Engineer-in Charge of the work.

23.23.7.1 GI cable tray Cover, suitable for cable tray of 100 X 50 X 2 mm 50.00 Rmt 202.71 10,136.00

23.23.7.2 GI cable tray Cover , suitable for cable tray of 200 X 50 X 2 mm 50.00 Rmt 340.23 17,012.00

32 HSR-21 Supply and laying of multicore telephone cable conductor size 0.51 mm bright

23.23.8 annealed copper conductor PVC insulated and sealed in existing pipe/channel

and making necessary connection complete in all respect up to the entire

satisfaction of the Engineer-in charge of the work.

23.23.8.1 2 pair telephone wire( For Tel Wiring Jobs) ( r/o if required) 0.00 Rmt 7.14 -

23.23.8.2 4 pair telephone wire( For Interconnection Jobs)( r/o if required) 0.00 Rmt 14.29 -

23.24 MS STAND, BUS BAR CHAMBER AND PANELS

Digitally signed by A JOTHI

Authorised singnature of contractor 21 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

24 HSR-21 Supply and erection of M.S. angle iron frame duly welded for housing M.S. sheet & 50.00 Kg 83.94 4,197.00

23.24.1 main switches etc. on it, fixed on wall by means of suitable size of rag bolts with

cement concrete, duly painted with three coats of approved paint including one

coat of red oxide.( LT Panel Stand etc)

23.26 SAFETY ITEMS

25 HSR-21 Supply and erection of Medium Voltage caution notice plate of size 200 x 150 mm in 10.00 Each 75.91 759.00

23.26.1 three languages.

26 HSR-21 Supply and erection of High Tension Voltage caution notice plate of size 250 x 200 10.00 Each 92.87 929.00

23.26.2 mm in three languages.

27 HSR-21 Supply and erection of shock restoration chart in glass frame. 5.00 Each 261.65 1,308.00

28 HSR-21 Supply & Erection of mild steel bucket stand suitable for 6 Nos. fire 5.00 Set 2738.83 13,694.00

23.26.4 buckets,(but without bucket) including the cost of welding and painting of

complete stand will one coat of red oxide and 2 coats of approved paint of

red colour with all labour and material required to complete the job in all

respect up to the entire Satisfaction engineer in charge of the work (size

6'x4' made of GI pipe 32mm dia).

29 HSR-21 Earthing

24.1.1 Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry 5.00 Each 2720.97 13,605.00

enclosures on the top etc. (but without charcoal or coke and salt as

required.

24.1.2 Extra for using salt and char coal/coke for pipe earth electrode as required 5.00 Each 651.89 3,259.00

24.1.3 Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories 16.00 Each 3368.40 53,894.00

and providing masonry enclosures with cover plate having locking arrangement

and watering pipe etc. (but without charcoal or coke and salt) complete as

required.

24.1.4 Earthing with tinned copper earth plate 6D0mmx600mmx3mm thick including 10.00 Each 8275.43 82,754.00

accessories and providing masonry nclosures with cover plate having locking

arrangement and watering pipe etc. (but without charcoal or coke and salt) etc.

complete as required.

24.1.5 Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. 26.00 Each 801.02 20,827.00

24.1.6 Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as metre 53 100.00 Rmt 47.33 4,733.00

strip earth electrode including soldering etc. as required.

24.1.8 Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections 50.00 Rmt 96.44 4,822.00

etc. as required with all labour and material.

24.1.10 Providing and fixing 25 mm x 5mm copper strip on surface or in recess for 150.00 Rmt 730.47 1,09,571.00

connections etc. as required with all labour and material.

Digitally signed by A JOTHI

Authorised singnature of contractor 22 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

24.1.13 Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth 200.00 Rmt 126.81 25,362.00

electrode including thimbles, soldering etc. as required.

24.4 CAMPUS LIGHTING

24.4.2 Supply and erection of GI bracket made of 32 mm dia medium class GI pipe,

having 15 deg angle from horizontal, suitable for fixing on top of Street Light

pole/Wall .

24.4.2.4 150 cm long, with 30 cm high suitable size pole cap. 0.00 Each 684.93 -

30 HSR-21 Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an 24.00 Each 511.69 12,281.00

24.4.3 angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI.

bracket on wall with 2 nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting,

welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc.

including necessary connections.

31 HSR-21 Erection of street light fitting on the pole/bracket including the cost of petty material

24.4.4 required (irrespective of height/length of bracket).

24.4.4.2 At Pole above 4.5 metres but up to the height of 7 metres(6No on poles) 24.00 Each 107.16 2,572.00

32 HSR-21 Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with

24.4.8 base plate including cost of nut and bolts , earthing studs, Integral Cable

termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI

bracket 32 A four way connector 2 no 1 O A SP MCB , end cover and all accessories

as supplied by the manufacture including Providing RCC foundation of M25 grade

(1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement

(Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc.

over a bed of PCC 1 :5: 1 O of required dimensions for octagonal poles of various

heights as per following specifications complete in all respects and as per directions

of Engineer-in-charge

24.4.8.5 7 Metre Long pole with top dia 75mm and bottom dia 150 mm with base plate of 4.00 Each 15684.65 62,739.00

size 300 x 300 x 20 mm

24.5 MISCELLANEOUS ITEMS

33 HSR-21 S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre

24.5.2 below ground level including digging and refilling of earth including cost of suitable

size socket/coupler for HOPE pipe including the cost of labour and material required

to complete the job in all respect up to the entire satisfaction of Engineer in charge

of the work.

24.5.2.3 DWC/HDPE pipe 63/50 mm outer dia/inner dia 50.00 Rmt 124.13 6,206.00

24.5.2.5 DWC/HDPE pipe 120/105 mm outer dial inner dia 10.00 Rmt 241.11 2,411.00

24.5.2.7 DWC/HDPE pipe 180/150 mm outer dialinner dia (For Manhole to Manhole) 10.00 Rmt 342.91 3,429.00

B CIVIL WORK FOR SUB-STATIONS

EARTHPIT & CABLE CHAMBERS

Digitally signed by A JOTHI

Authorised singnature of contractor 23 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

34 HSR-21 Constructing brick masonry inspection Chamber sizes as given below up to 0.60

21.84 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime

mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm thick cement

plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100

mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm

x610mm inside light duty C.I. inspection chamber cover and frame weight as per

1.5.1. specification painted with 3 coats of black bitumastic superior paint complete

as per standard design.

21.84.1 Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty 31 Each 3487.17 1,08,102.00

single seal weighing 20 kg with C.C. topping )

(Earth Pit Chambers)

21.84.3 Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty 2 Each 5438.37 10,877.00

single seal weighing 20 kg with R.C.C. slab)

24.1 CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS)

35 HSR-21 Digging & refilling of trench 30 cm wide below ground level for erection of 10 cum 178.60 1,786.00

24.10.1 pipe/cable (up depth of 1 Metre. underground cable excluding the cost of

cable/pipe complete in all respect

36 HSR-21 Digging of pucca road in required width for laying of cable/ pipe complete in all 10 cum 319.69 3,197.00

24.10.6 respect up to the entire satisfaction of Engineer-in charge

C NON-SCHEDULE ITEMS

37 NS SITC of 18W LED Surface mounted round/square type downlighter. The Fixture should 3.00 Each 1292.00 3,876.00

E-1 be Made of Extruded Aluminium Housing. Inbuilt Protection of 2kv, PF>.95, System

Wattage 18W integral housing for the driver. Minium 100 lumens/W in 5700k. The

Fixture should be of Makes BAJAJ(BGSLO Sleek Surface 18W WH SQ LED)/

PHILIPS(SM251/261 LED20S 6500 PSU WH)/ CGL(LCDSPLN-S-18-

CDL)/OSRAM/GE/WIPRO/Havells

38 NS SITC Surface Mounted Bracket/wall light. The Fixture should be Made of Engineering 2.00 Each 223.00 446.00

E-2 plastic batten with white acrylic cover.PF>.95, System Wattage 10W with Minimum

1500 lumens in 5700k. The Fixture should be of Makes:-BAJAJ (BCLSB 10 W WH) /

HAVELLS (LHEXACP7IN1W010) / CGL (CCS-103-10-65-SL-DP-NWH)/GE/OSRAM

/WIPRO/PHILIPS

39 NS SITC 45W LED Street Light. The Fixture should be Made of pressure diecast housing 24.00 Each 3781.00 90,744.00

E-3 with a TOUGHNED GLASS diffuser and individual LEDs with secondary optics with IP 66

protection. PF>.95, System Wattage LED 45W with Minimum 1500 lumens in 5700k. The

Fixture should be of Makes:-PHILIPS(BRP031 LED45 CW SLR GR PSU SPD)/BAJAJ (NEXO

54L WH PO PC SD) /CGL (CRP-409-45-57-SL-GL-NSG)/GE/OSRAM/ WIPRO/Havells.(

FOR CAMPUS LIGHTING)

Digitally signed by A JOTHI

Authorised singnature of contractor 24 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST

40 NS SITC 1x18W or 18/20W LED 1200mm Batten Light. The Endura Fixture is a surface & 11.00 Each 1848.00 20,328.00

E-4 wall mounted LED batten with extruded aluminium housing and robust construction .

PF>.95, System Wattage LED 20W with Minium 1500 lumens in 5700k. The Fixture

should be of Makes :-PHILIPS (BN100C LED20S-6500 PSU L120 GR S4)/BAJAJ(BLTRU .nxt

SP 24L WH PC SD) /Havells ( STOUTMINI1200BS20WLED865SPCWH)GE/ OSRAM/CGL.

41 NS SITC of Water Cooler without Stablizer with 150 Litre storage and 150 Litre per hour 1.00 Each 68116.00 68,116.00

E-5 cooling capacity of Body/Tank made of SS-304 G including 2 No. Faucets, R22

Refrigerant, rotary type compressor of approved make (to the approval of Engineer-

in-charge ) including carriage complete in all respect.

42 NS SITc of Commercial RO without reservoir with four no. cartridge/ membrane having 1.00 Each 31974.00 31,974.00

E-6 flow rate 50 ltr/hr with 7 stage purification process, Self-Cleaning System of approved

make (to the approval of Engineer-in-charge ) including carriage and fixing in

position complete in all respect.

43 NS SITC of 1.5 Ton 3 Star Inverter Split AC, only cooling, inbuilt stabilizer, R-32 Refrigerant, 1.00 Each 34116.00 34,116.00

E-7 swing type compressor, outdoor unit with stand and required copper piping of

approved make (to the approval of Engineer-in-charge ) including carriage and

fixing in position complete in all respect.

44 NS Providing and fixing of FIRE EXTINGUISHER, ABC Powder type stored pressure) as per

FH-1 IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark

complete in all respect.

a 2 Kg. Capacity (8 for old+4 for new) 12 Each 1364.67 16,376.00

b 4 Kg. Capacity (16 for old +8 for new) 24 Each 1840.86 44,181.00

45 NS Providing and fixing of FIRE EXTINGUISHER, CO2 type as per IS: 15683 complete with

FH-2 all accessories as per Manufactures Specification. ISI Mark complete in all respect.

a 2 kg capacity (8 for old+4 for new) 12 Each 4303.67 51,644.00

b 4.5kg capacity (16 for old+8 for new) 24 Each 6115.98 1,46,784.00

46 NS Supply and fixing in position the approved single line diagram framed in 1000 X 10 Each 722.87 7,229.00

FH-3 800mm size glass frame in the substation. (4+6=10)

47 NS Supply of first-aid box of appoved make as per specification. (4+6=10) 10 No. 253.57 2,536.00

48 NS Supply of tool kit with one pair 11KV rubber hand globes of approved make.(4+2=6) 6 Nos. 253.57 1,521.00

TOTAL RS. 16,12,198.00

Digitally signed by A JOTHI

Authorised singnature of contractor 25 MURUGAN NBCC

Date: 2025.05.09 16:44:54 IST