Construction of Teaching Block-III at Chaudhary Ranbir Singh University, Jind, Haryana

No. (w/o GST) ITEMS (w/o GST) (w/o GST)

1 CIVIL WORK 31,28,27,559.00 1,61,16,350.00 32,89,43,909.00

2 P.H. WORK 70,04,273.00 42,71,829.00 1,12,76,102.00

3 ROAD WORK 44,09,198.00 8,13,022.00 52,22,220.00

4 RAIN WATER HARVESTING 12,73,128.00 12,73,128.00

5 WATER SUPPLY WITH SHALLOW TUBEWELL 3,33,212.00 3,33,212.00

6 FIRE ESCAPE SYSTEM i.e. Fire Doors, Signages etc. 17,09,405.00 40,68,061.00 57,77,466.00

7 FURNITURE COMPONENT 1,83,25,157.00 1,83,25,157.00

8 ELECTRICAL WORK 2,06,79,057.00 8,27,67,551.00 10,34,46,608.00

TOTAL Rs. 34,82,35,832.00 12,63,61,970.00 47,45,97,802

SUB TOTAL (A) 47,45,97,802

Add Prevailing GST @ 18% (HSR + NS) on (A) 8,54,27,604

SUB TOTAL (B) 56,00,25,406

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR ELECTRICAL INSTALLATION WORKS FOR TEACHING BLOCK -3, CSRU, JIND

Sr. H.S.R. ITEMS SCHEDULE

Description AMOUNT RS.

No. (w/o GST) ITEMS (w/o

1 Schedule-1 (E.I) HSR Items 1,90,26,897 1,90,26,897

2 Schedule-2 (Fans & Fittings) 2,01,53,746 2,01,53,746

3 Schedule-3 (LIFT) 1,04,99,527 1,04,99,527

4 Schedule-4 (HVAC SYSTEM) 16,52,160 3,93,81,878 4,10,34,038

5 Schedule-5 (LIGHTING ARRESTER SYSTEM) 5,87,513 5,87,513

6 Schedule-6 (FIRE ALARM SYSTEM & PA SYSTEM) 58,38,228 58,38,228

7 Schedule-7 (FIRE HYDRANT SYSTEM) 63,06,659 63,06,659

Total Rs 2,06,79,057 8,27,67,551 10,34,46,608

TOTAL RS. 10,34,46,608

Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF PROPOSED TEACHING BLOCK - 3 AT CRSU, JIND, HARYANA

( CIVIL WORK )

Sr. HSR No. Description of Item Unit Qty. Rate w/o Amount

No. GST

(A) CIVIL WORK - AS PER HSR 2021

1 HSR-21 Earth work in excavation by mechanical means (Hydraulic

4.12 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-charge.

4.12.1 All kinds of soil Cum 9118.87 77.69 708454.00

2 HSR-21 Filling available excavated earth (excluding rock) in trenches, plinth, Cum 5344.56 46.44 248180.00

4.32 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.

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

6.1 excluding the 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 Cum 993.76 2442.36 2427107.00

mm nominal size).

6.1.7 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 Cum 1535.49 2192.32 3366281.00

mm nominal size).

5 HSR-21 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 Sqm 540.00 306.30 165401.00

6.13 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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.

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Date: 2026.03.30 17:48:43 IST

6 HSR-21 Providing and laying in position machine batched and machine mixed

6.25 design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of centering, shuttering,

finishing and reinforcement, including admixtures in recommended

proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per direction of

Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Less

cement used as per design mix is recoverable. However no extra payment

shall be made if excess cement is used as per design mix).

6.25.1 All works up to plinth level. Cum 3666.51 4464.11 16367691.00

6.25.2 All works above plinth level up to floor IV level Cum 6182.55 4501.61 27831431.00

7 HSR-21 Extra for providing richer mixes up to plinth and at all floor levels.

6.26 (Note :- Less cement used as per design mix is recoverable. However no extra

payment shall be made if excess cement is used as per design mix).

6.26.2 Providing M-35 grade concrete instead of M-25 cum grade BMC/ RMC. Cum 9849.06 118.77 1169763.00

(Note:- Cement content considered in M-30 is @ 350 kg/cum)

8 HSR-21 Extra for R.C.C./ B.M.C/ R.M.C. work above floor IV level for each three

6.27 floors or part thereof.

(a) Above Floor IV to Floor VII Cum 2951.04 243.79 719432.00

(b) Above Floor VII to Floor X Cum 274.07 487.58 133630.00

9 HSR-21 Centering and shuttering including strutting, propping etc. and

6.30. removal of form for:

6.30.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 419.10 156.28 65495.00

6.30.2 Walls (any thickness) including attached pilasters,buttresses, plinth and Sqm 3383.40 282.19 954755.00

string courses etc.

6.30.3 Suspended floors, roofs, landings, balconies. Sqm 17503.15 208.07 3641862.00

6.30.4 Shelves (Cast in situ). Sqm 592.20 223.25 132208.00

6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilever. Sqm 16985.57 296.48 5035815.00

6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 7069.94 261.65 1849844.00

6.30.7 Stairs, (excluding landings) except spiral-staircases. Sqm 399.06 290.23 115817.00

6.30.13 Vertical and horizontal fins individually or forming box louvers band, Sqm 3479.19 458.11 1593848.00

facias and eaves boards.

6.30.14 Extra for shuttering in circular work (20% of respective centering and Sqm 1318.12 18.00 23726.00

shuttering items. ( For Circular Column)

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

6.30.16.1 Edges of slabs and breaks in floors and walls. Rmt 3966.00 114.30 453330.00

Under 20 cm wide.

6.30.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 698.81 277.72 194074.00

10 HSR-21 Extra for additional height in centering, shuttering where ever required

6.32 with adequate bracing, propping etc., including cost of de-shuttering and

decentring at all levels, over a height of 3.5 m, for every additional height

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

6.32.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be Sqm 17902.21 146.45 2621814.00

measured)

11 HSR-21 Steel reinforcement for R.C.C. work, where not included in the

6.33 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.

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. Kg 570370.00 66.08 37690050.00

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

12 HSR-21 Steel reinforcement for R.C.C. work, where not included in the

6.34 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.

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. Kg 1088644.00 67.87 73886268.00

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

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

13 HSR-21 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm

6.60 thick as per design for expansion joints.

6.60.1 200 mm wide. Rmt 357.00 555.45 198294.00

14 HSR-21 Providing and fixing of expansion joint system related with floor

6.61 location as per drawings and direction of Engineer-In-Charge. The joints

system will be of extruded aluminium base members, self aligning/ self

centering arrangement and support plates etc. as per ASTM 9221-02. The

system shall be such that it provides floor to floor /floor to wall expansion

control system for various vertical location in load application areas that

accommodates multi directional seismic movement without stress to it's

components. System shall consist of metal profiles with a universal

aluminium base member designed to accommodate various project

conditions and finish floor treatments. The cover plate shall be designed of

width and thickness required to satisfy projects movement and loading

requirements and secured to base members by utilizing manufacturer's pre-

engineered self centering arrangement that freely rotates I moves in all

directions. The Self - centering arrangement shall exhibit circular sphere

ends that lock and slide inside the corresponding aluminium extrusion

cavity to allow freedom of movement and flexure in all directions including

vertical displacement. Provision of Moisture Barrier Membrane in the Joint

System to have watertight joint is mandatory requirement all as per the

manufactures design and as approved by Engineer -in-Charge. (Material

shall confirm to ASTM 6063)

6.61.1 Floor Joint of 100 mm gap Rmt 357.00 4472.14 1596555.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

15 HSR-21 Providing and fixing of expansion joint system of approved make and

6.63 manufactures for various roof locations as per approved drawings and

direction of Engineer-In-Charge. The joints shall be of extruded aluminium

base members with, self aligning and self centering arrangement support

plates as per ASTM B221-02. The system shall be such that it provides

watertight roof to roof/roof to corner joint cover expansion control system

that is capable of accommodating multidirectional seismic movement

without stress to its components. System shall consist of metal profile that

incorporates a universal aluminium base member designed to accommodate

various project conditions and roof treatments. The cover plate shall be

designed of width and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing manufacturer's

preengineered self-centering arrangement that freely rotates I moves in all

directions. The Self centering arrangement shall exhibit circular sphere ends

that lock and slide inside the corresponding aluminium extrusion cavity to

allow freedom of movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or deterioration from

the impact of falling ice, exposure to UV, airborne contaminants and

occasional foot traffic from maintenance personnel. Provision of Moisture

Barrier Membrane in the Joint System to have water tight joint is mandatory

requirement. (Material shall confirm to ASTM 6063).

6.63.1 Roof Joint of 100 mm gap Rmt 59.50 4123.87 245371.00

16 HSR-21 Brick work with common burnt clay non-modular bricks of class

7.21 designation 10.5 in foundation and plinth in:.

7.21.2 Cement mortar 1:6 (1 cement: 6 coarse sand). Cum 383.05 3967.60 1519779.00

17 HSR-21 Brick work with common burnt clay non-modular bricks of class

7.22 designation 10.5 in superstructure above plinth level up to floor IV level

in all shapes and sizes in :

7.22.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 1683.93 4488.22 7557853.00

18 HSR-21 Extra for Brick work with common burnt clay non-modular bricks /

Note-10 of non modular fly ash bricks in superstructure above floor IV level, for each

Ch. 7 three additional floor above floor IV level or part thereof by mechanical

means.

(a) Above Floor IV to Floor VI Cum 1371.95 39.68 54439.00

(b) Above Floor VII to Floor IX Cum 70.01 79.35 5555.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

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

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

7.28.2 Cement mortar 1 :4 ( 1 cement :4 coarse sand) Sqm 3542.31 487.58 1727155.00

20 HSR-21 Extra for half brick masonry in superstructure, above floor IV level for

7.29 every three floors or part thereof by mechanical means.

(a) Above Floor IV to Floor VI Sqm 2956.81 17.86 52809.00

(b) Above Floor VII to Floor IX Sqm 61.68 35.72 2203.00

21 HSR-21 Half brick masonry with non modular fly ash bricks of class designation

7.31 10, conforming IS :12894, in super structure above plinth and up to floor

IV level.

7.31.2 Cement mortar 1 :4 ( 1 cement :4 coarse sand) Sqm 2361.54 474.18 1119804.00

22 HSR-21 Honey-comb brick work 10/11.4 cm thick with common burnt clay bricks Sqm 81.77 326.84 26724.00

7.38 of class designation 10.5 in super structure above plinth level up to floor IV

level with cement mortar 1 :4 (1 cement : 4 coarse sand).

23 HSR-21 Brick work with non modular fly ash bricks conforming to IS :12894,

7.47 class designation 10 average compressive strength in super structure

above plinth level up to floor IV level in :

7.47.2 Cement mortar 1:6 (1 cement: 6 Coarse sand). Cum 1122.62 4071.19 4570402.00

24 HSR-21 Providing and fixing horizontal chajja of stone 40 mm thick and up to 80

7.96 cm projection in cement mortar 1 :4 (1 cement : 4 coarse sand), including

pointing in white cement mortar 1 :2 (1 white cement : 2 stone dust) with an

admixture of pigment matching the stone shade :

7.96.1 Red Sand Stone Sqm 173.88 417.92 72669.00

25 HSR-21 Providing and fixing Red Sand Stone dry cladding upto 10 m height with

8.1 30 mm thick gang saw cut stone with (machine cut edges) of uniform

colour and size upto 1mx1m, fixed to structural steel frame work and/ or

with the help of cramps, pins etc. and sealing the joints with approved

weather sealant including scaffolding work as per Architectural drawing and

direction of Engineer-in-charge.(The steel frame work, stainless steel

cramps and pins etc. shall be paid for separately).

8.1.1 Red Sand Stone - 30mm thick gang saw cut stone Sqm 1902.86 1005.52 1913364.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

26 HSR-21 Providing and fixing structural steel frame (for dry cladding with 30 Kg 38057.28 146.45 5573565.00

8.2 mm thick gang saw cut with machine cut edges sand stone) on walls at

all heights using M.S. square/ rectangular tube in the required pattern as

per architectural drawing, including cost of cutting, bending, welding etc.

The frame work shall be fixed to the wall with the help of M.S. brackets/

lugs of angle iron/ flats etc. which shall be welded to the frame and

embedded in brick wall with cement concrete block 1 :2:4 (1 cement :2

coarse sand :4 graded stone aggregate 20 mm nominal size) of size

300x230x300 mm, including cost of necessary centring and shuttering and

with approved expansion hold fasteners on CC/RCC surface, including

drilling necessary holes. Approved cramps/ pins etc. shall be welded to the

frame work to support stone cladding, the steel work will be given a priming

coat of Zinc primer as approved by Engineer-in-charge and painted with two

or more coats of epoxy paint (Shop drawings shall be submitted by the

contractor to the Engineer-in-charge for approval before execution). The

frame work shall be fixed in true horizontal & vertical lines/planes. (Only

structural steel frame work shall be measured for the purpose of payment,

stainless steel cramps shall be paid for separately and nothing extra shall

be paid).

27 HSR-21 Providing and fixing adjustable stainless steel cramps of approved Each 14154.00 217.89 3084043.00

8.3 quality, required shape and size, adjustable with stainless steel nuts, bolts

and washer (total weight not less than 260 gms), for dry stone cladding fixed

on frame work at suitable location, including making necessary recesses in

stone slab, drilling required holes etc complete as per direction of the

Engineer-in-charge.

27 HSR-21 Extra for fixing marble/granite stone, over and above corresponding Rmt 1445.40 189.32 273643.00

8.5 basic item, in facia and drops of width up to 150 mm with epoxy resin based

adhesive, including cleaning etc. complete.

28 HSR-21 Extra for stone work for wall lining on exterior walls of height more than

8.14 10 m from ground level for every additional height of 3 m or part there of.

(a) Above 10m but Upto 13m Sqm 190.02 53.58 10181.00

(b) Above 13m but Upto 16m Sqm 190.02 107.16 20363.00

(c) Above 16m but Upto 19m Sqm 195.42 160.74 31412.00

(d) Above 19m but Upto 22m Sqm 190.02 214.32 40725.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

(e) Above 22m but Upto 25m Sqm 190.02 267.90 50906.00

(f) Above 25m but Upto 28m Sqm 195.42 321.48 62824.00

(g) Above 28m but Upto 31m Sqm 71.65 375.06 26875.00

29 HSR-21 Providing and fixing 18 mm thick gang saw cut, mirror polished,

8.26 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.

8.26.2 Granite of any colour and shade.

1. Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or

equivalent.)

2. Colour/Shade to be approved by the University

8.26.2.1 Area of slab upto 0.50 sqm Sqm 395.77 2750.44 1088542.00

8.26.2.2 Area of slab over 0.50 sqm Sqm 1261.12 2776.34 3501302.00

30 HSR-21 Providing edge moulding to 18 mm thick marble stone counters, Vanities

8.27 etc., including machine polishing to edge to give high gloss finish etc.

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

8.27.2 Granite Work Rmt 6185.10 229.50 1419487.00

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Date: 2026.03.30 17:48:43 IST

30 HSR-21 ALUMINIUM COMPOSITE PANELS Sqm 64.19 2475.40 158902.00

8.32 Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for

linear as well as curvilinear portions of the building , for all heights and all

levels etc. including:

(a) Structural analysis & design and preparation of shop drawings for

pressure equalisation or rain screen principle as required, proper drainage

of water to make it watertight including checking of all the structural and

functional design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metallic colour of approved

shades made out of 4mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The aluminium composite panel

cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon

based fluoropolymer resin coating of approved colour and shade on face # 1

and polymer (Service) coating on face # 2 as specified using stainless steel

screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic contacts all complete required

to perform as per specification and drawing The item includes cost of all

material & labour component, the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved laboratory,

field tests on the assembled working curtain wall with aluminium composite

panel cladding, cleaning and protection of the curtain wall with aluminium

composite panel cladding till the handing over of the building for

occupation. Base frame work for ACP cladding is payable under the relevant

aluminium items. The Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the performance characteristics all

complete , as per the Architectural drawings, as per item , as specified, as

per the approved shop drawings and as directed by the Engineer-in-Charge.

However, for the purpose of payment, only the actual area on the external

face of the curtain wall with Aluminium Composite Panel Cladding

(including width of groove) shall be measured in sqm up to two decimal

places.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

31 HSR-21 Providing and fixing false ceiling at all height including providing and

9.46 fixing of frame work made of special sections, power pressed from M.S.

sheets and galvanized with zinc coating of 120 gms/sqm (both side

inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x

1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange of cleat fixed to the angle

hangers of 25x10x0.50 mm of required length with nuts & bolts of required

size and other end of angle hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,

shall be fixed in a direction perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every

junction, including fixing perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to

wall/partition with the help of rawl plugs at 450 mm centre, with 25mm

long dry wall screws @ 230 mm interval, including fixing of gypsum board to

ceiling section and perimeter channel with the help of dry wall screws of size

3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush

finish of tapered and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3 layers

covering up to 150 mm on both sides of joint and two coats of primer

suitable for board, all as per manufacturer's specification and also including

the cost of making openings for light fittings, grills, diffusers, cut outs made

with frame of perimeter channels suitably fixed, all complete as per

12.5 imm thick ifitapered

ti d di gypsum

edge ti f moisture

th E i resistant

i Ch board.b t Sqm 147.75 868.00 128246.00

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Date: 2026.03.30 17:48:43 IST

32 HSR-21 Providing and fixing tiled false ceiling of specified materials of size

9.47 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 centre to centre and cross 'T' of size

24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced

between main "T" at 600 mm centre to centre to form a grid of 1200x600

mm and secondary cross "T" of length 600 mm and size 24x25 mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600

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

mm and laying false ceiling tiles of approved texture in the grid including,

required cutting/making, opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc. Main 'T' runners to be suspended

from ceiling using GI slotted cleats of size 27 x 37 x 25 x1 .6 mm fixed to

ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI

adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm

spaced at 1200 mm centre to centre 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.

9.47.2 GI Metal Ceiling Lay in perforated Tegular edge global white colour tiles Sqm 534.78 1030.52 551102.00

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 fibre acoustical fleece.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

33 HSR-21 Providing and Fixing 15 mm thick densifled tegular edged eco friendly Each 251.26 1157.33 290793.00

9.48 light weight calcium silicate false celling tiles of approved texture of size

595 x 595 mm in true horizontal level, suspended on inter locking metal

grid of hot dipped galvanised steel sections (galvanising@ 120 grams per

sqm including both side) consisting of main 'T' runner suitably spaced at

joints to get required length and of size 24x38 mm made from 0.33 mm

thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of

size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long

spaced between main'T' at 600 mm centre to centre to form a grid of

1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28

mm made of 0.33 mm thick (Minimum) sheet to be interlocked at middle of

the 1200x 600 mm panel to from grid of size 600x600 mm, resting on

periphery walls /partitions on a Perimeter wall angle pre-coated steel of

size(24x24X3000 mm made of 0.40mm thick (minimum) sheet with the help

of rawl plugs at 450mm centre to centre with 25 mm long dry wall screws@

230 mm interval and laying 15mm thick densifled edges calcium silicate

ceiling tiles of approved texture in the grid, including, cutting/making

opening for services like diffusers, grills, light fittings, fixlures, smoke

detectors etc., wherever required. Main 'T' runners to be suspended from

ceiling using G.I. slotted cleats of size 25x35x1 .6 mm fixed to ceiling with

12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods

with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200

mm centre to centre along main ·r, bottom exposed with 24 mm of all

Tsections shall be pre-painted with polyester baked paint, for all heights, as

per specifications, drawings and as directed by Engineer-in-Charge.

33 HSR-21 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Each 34.00 81.26 2763.00

9.61 Engineering Thermoplastic) grating square (Slit) 150 mm square with a

height of 8 mm and weighing not less than 100 gms.

33 HSR-21 Supplying and providing of Tangri River Sand under floors Including Cum 1257.50 493.83 620990.00

10.3 watering and compaction in 25cm layers, dressing etc. complete In all

respects (As per item 10.2)

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

34 HSR-21 Providing and fixing of Kota stone slab flooring over 20 mm (average)

10.37 thick base laid over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab, including rubbing and polishing

complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) as per

approved pattern shown in the drawing.

(Note: Kota stone of 1st Quality (Ratia Variety) of uniform color shall to be

10.37.1 25 mm thick Sqm 4319.54 790.31 3413757.00

35 HSR-21 Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, Sqm 1280.27 835.85 1070112.00

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

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

(1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with

pigment to match the shade of the slabs, including rubbing and polishing

complete as per approved pattern shown in the drawing.

(Note: Kota stone of 1st Quality (Ratia Variety) of uniform color shall to be

36 HSR-21 Providing and fixing of marble stone flooring with 16 mm thick marble

10.44 stone, as per sample of marble approved by Engineer-in-charge, over 20 mm

(average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid

and jointed with grey cement slurry, including rubbing and polishing

complete with:

10.44.3 Agaria White Sqm 1030.40 1833.33 1889062.00

38 HSR-21 Providing and laying Polished Granite stone flooring in required design

10.50 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.

10.50.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or Sqm 6419.84 2706.68 17376477.00

equivalent.

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

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

39 HSR-21 Providing and fixing granite stone in all shades 15mm to 18 mm thick Sqm 1458.03 2534.33 3695129.00

10.51 in sqm skirting /dado, risers of steps, pillars and wall facing, laid in any

pattern as specified over base of 12mm thick cement coarse sand mortar 1

:3 and jointed with white cement slurry mixed with pigment to match the

shade of Granite including labour for fixing cramps pins and dowels etc.

1. Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or

equivalent.)

2. Colour/Shade to be approved by the University

40 HSR-21 Providing and fixing 1st quality ceramic glazed wall tiles conforming to Sqm 6891.46 538.48 3710908.00

10.58 IS : 15622 (thickness to be specified by the manufacturer ) of approved

make in all colours, shades except burgundy, bottle green, black of any size

as approved by Engineer-in-Charge in skirting, risers of steps and dados

over 12 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per sqm including pointing in white

cement mixed with pigment of matching shade complete.

Note:- Wall Tiles of Size 300 x 450mm shall be used.

41 HSR-21 Providing and laying rectified Glazed Ceramic floor tiles of size Sqm 30.92 684.93 21177.00

10.60 300x300 mm or more (thickness to be specified by the manufacturer), of

1st quality conforming to IS : 15622, of approved make, in colours White,

Ivory, Grey, Fume Red Brown, 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.,

complete.

Note:- In toilets Antiskid Ceramic tiles shall be used.

42 HSR-21 Providing and laying vitrified floor tiles in different sizes (thickness to

10.63 be specified by the manufacturer) with water absorption less than 0.08%

and conforming to IS: 15622, of approved make, in all colours and shades,

laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing

with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with

white cement and matching pigments etc., complete.

(Note:- Double charged Vitrified tiles shall be used.)

10.63.2 Size of Tile 600 x 600 mm. Sqm 200.00 986.77 197353.00

10.63.3 Size of Tile 800 x800 mm. Sqm 2712.23 1164.47 3158315.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

43 HSR-21 Providing and laying Vitrified tiles in different sizes (thickness to be

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

conforming to IS: 15622, of approved brand & manufacturer, in all colours

and shade, in skirting, riser of steps, laid with cement based high

polymer modified quick set tile adhesive (water based) conforming to

IS: 15477, in average 6 mm thickness, including grouting of joints

(Payment for grouting of joints to be made separately).

Note:- Double charged Vitrified tiles shall be used.

10.69.2 Size of Tile 600 x 600 mm. Sqm 30.00 1081.42 32443.00

10.69.3 Size of Tile 800 x800 mm. Sqm 406.83 1259.13 512257.00

44 HSR-21 Extra for grouting the joints of floor tiles having joints of 3 mm width,

10.70 using epoxy grout mix of 0.70 kg of organic coated filler of desired shade

(0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting

and finishing complete as per direction of Engineer-in-charge.

10.70.2 Size of Tile 600 x 600 mm. Sqm 4951.98 140.20 694272.00

10.70.3 Size of Tile 800 x800 mm. Sqm 3119.06 112.52 350951.00

46 HSR-21 Using ready mixed polymer modified based on grey cement/ white Sqm 4121.16 107.16 441624.00

10.74 cement tile adhesive 3mm to 4mm thick for Ceramic and Vitrified tiles

for wall and floors

Technical Specifications:

i) Mix Density - 1. 7 to 1.8 kgnitre

ii) Tensile Adhesion

a) Dry conditions (24hrs) - Minimum 750N

b) Wet Conditions (7daysdry+7 days in water)- Min. 450N

iii) Shear Adhesion

a) Dry adhesion (24hrs) - Minimum 8 KN

b) Wet adhesion (24hrs) - Minimum 4KN

46 HSR-21 Providing and laying 60mm thick factory made cement concrete Sqm 185.00 556.34 102923.00

10.76 inter1ocking paver block of M -30 grade made by block making machine

with strong vibratory compaction, of approved size, design & shape, laid in

required colour and pattern over (BIS 15658:2006) and including 50mm

thick compacted bed of coarse sand, filling the joints with line sand etc. all

complete as per the direction of Engineer-in-charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

45 HSR-21 Providing of stamping or making grooves for a depth of 2 mm on top of Sqm 438.75 32.15 14105.00

10.88 steps in stair case.

47 HSR-21 Providing and laying matt finished vitrified tile of size Sqm 864.00 966.23 834819.00

10.106 300x300x9.8mm having with water absorption less than 0.5% and

conforming to IS: 15622 of approved make in all colours and shades in for

outdoor floors such as footpath, court yard, multi modals location etc., laid

on 20mm thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) in all

shapes & patterns including grouting the joints with white cement mixed

with matching pigments etc. complete as per direction of Engineer-in-

Charge.

48 HSR-21 Providing and laying tactile tile (for vision impaired persons as per Sqm 641.98 1604.72 1030205.00

10.107 standards) of size 300x300x9.8mm having with water absorption less than

0.5% and conforming to IS:15622 of approved make in all colours and

shades in for outdoor floors such as footpath, court yard, multi modals

location etc., laid on 20mm thick base of cement mortar 1 :4 (1 cement : 4

coarse sand) in all shapes & patterns including grouting the joints with

white cement mixed with matching pigments etc. complete as per direction

of Engineer-in-Charge.

49 HSR-21 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and Sqm 48.00 1315.39 63139.00

10.108 chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick

base mortar 1:4 (1 cement: 4 coarse sand) with joints 10mm wide filled with

same mortar including ruled pointing etc. complete as per direction of

engineer-in-charge.

50 HSR-21 Providing and laying gang saw cut 30 mm thick, mirror polished pre Sqm 168.69 3676.48 620186.00

10.109 moulded and pre polished machine cut granite stone of required size

and shape of approved shade, colour and texture in footpath, flooring in

road side plazas and similar locations, laid over 20mm thick base of cement

mortar 1 :4 (1cement : 4 coarse sand) including grouting the joints with

white cement mixed with matching pigment, epoxy touch ups etc. complete

as per direction of Engineer-in-Charge.

1. Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or

equivalent.)

2. Colour/Shade to be approved by the University

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Date: 2026.03.30 17:48:43 IST

51 HSR-21 10 mm thick cement plaster

11.4.2 1 : 3 (1 cement: 3 fine sand) Sqm 29160.86 114.30 3333086.00

52 HSR-21 12 mm cement plaster of mix :

11.5.4 1 : 6 (1 cement: 6 fine sand) Sqm 25479.49 104.48 2662098.00

53 HSR-21 15 mm cement plaster on the rough side of single or half brick wall of

11.6.2 1 : 6 (1 cement: 6 fine sand) Sqm 18106.26 126.81 2296054.00

54 HSR-21 Providing and applying two coats white cement based putty of approved Sqm 64100.03 32.15 2060688.00

11.58 brand 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

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

11.64 manufacture to give an even shade:

11.64.1 New work (two or more coats) over and including water thinnable priming Sqm 49127.21 44.65 2193530.00

coat with cement primer

56 HSR-21 Applying one coat of water thinnable cement primer of approved brand

11.67 and manufacture on wall surface:

11.67.1 Water thinnable cement primer. Sqm 3205.00 22.33 71552.00

57 HSR-21 Applying priming coat:

11.68.3 With ready mixed red oxide zinc chromate primer of approved brand and Sqm 2189.52 19.65 43015.00

manufacture on steel galvanised iron/ steel works

58 HSR-21 Painting two coats excluding priming coat with synthetic enamel paint in Sqm 5394.52 31.26 168606.00

11.78 all shades on new wood work or metallic or plastered or concrete surfaces to

give an even shade.

59 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/10 sqm over and Sqm 14972.82 87.51 1310331.00

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

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Date: 2026.03.30 17:48:43 IST

60 HSR-21 Providing wood work in frames of doors, windows, clerestory windows

12.1 and other frames, wrought framed and fixed in position with hold fast lugs

or with dash fasteners of required dia & length (hold fast lugs or dash

fastener shall be paid separately).

12.1.3 Kiln seasoned and chemically treated Hollock wood Cum 1.65 53304.06 88032.00

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

12.4 fixed in position with necessary stainless steel screws etc.

12.4.2 Kiln seasoned and chemically treated Hollock wood Cum 5.59 48004.11 268181.00

62 HSR-21 Providing & Fixing decorative high pressure laminated sheet of plain/

12.12 wood grain in gloss / matt/ suede finish with high density protective surface

layer and reverse side 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 Sqm 1963.05 459.90 902797.00

58 HSR-21 Extra for providing frosted glass panes 4 mm thick instead of ordinary Sqm 193.91 185.74 36018.00

12.15 float glass panes 4 mm thick in doors, windows and clerestory window

shutters.

(Area of opening for glass panes excluding portion inside rebate shall be

measured).

63 HSR-21 Providing and fixing ISI marked flush door shutters conforming to IS :

12.37 2202 (Part I) non-decorative type, core of block board construction with

frame of 1st class hard wood 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 Sqm 754.86 1400.22 1056973.00

necessary screws

12.37.2 30 mm thick including ISI marked Stainless Steel butt hinges with Sqm 15.53 1342.18 20837.00

necessary screws

12.37.3 25 mm thick (for cupboard) including ISI marked nickel plated bright Sqm 211.14 1316.28 277920.00

finished M.S. piano hinges with necessary screws

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

64 HSR-21 Extra for providing lipping with 2nd class teak wood battens 25 mm Sqm 770.39 348.27 268302.00

12.39 minimum depth on all edges of flush door shutters (over all area of door

shutter to be measured).

65 HSR-21 Extra for providing vision panel not exceeding 0.1 sqm in all type of

12.40 flush doors (cost of glass excluded) (overall area of door shutter to be

measured):

12.40.1 Rectangular or square. Sqm 772.34 150.92 116559.00

66 HSR-21 Providing and fixing IS : 12817 marked stainless steel butt hinges

12.74 (heavy weight) with stainless steel screws etc. complete :

12.74.1 125 x 64 x 2.50 mm Each 264.00 75.91 20039.00

67 HSR-21 Providing and fixing magnetic catcher of approved quality in cupboard/

12.87 ward robe shutters, including fixing with necessary screws etc. complete.

12.87.2 Double strip vertical type Each 528.00 23.22 12259.00

68 HSR-21 Providing and fixing aluminium die cast body tubular type universal Each 85.00 832.28 70743.00

12.88 hydraulic door closer (having brand logo with ISi, IS : 356 4, embossed on

the body, door weight up to 35 kg and door width up to 700 mm), with

necessary accessories and screws etc. complete.

69 HSR-21 Providing and fixing aluminium extruded section body tubular type Each 278.00 701.01 194879.00

12.89 universal hydraulic door closer (having brand logo with ISi, IS: 3564,

embossed on the body, 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.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

78 HSR-21 Providing and fixing aluminium work for doors, windows, ventilators

12.157 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 junctions, i.e. at top, bottom and

sides with required EPDM rubber/ neoprene gasket 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

12.157.1.3 Polyester powder coated aluminium (minimum thickness of polyester Kg 38743.42 358.09 13873746.00

powder coating 50 micron)

12.157.2 For shutters of doors, windows & ventilators including providing and

fixing hinges/ 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).

12.157.2.3 Polyester powder coated aluminium (minimum thickness of polyester Kg 8285.08 409.89 3395949.00

powder coating 50 micron)

79 HSR-21 Providing and fixing 12 mm thick prelaminated particle board flat

12.158 pressed three layer or graded wood particle board conforming to IS: 12823

Grade I Type II, in panelling fixed in aluminium doors, windows shutters

and partition frames with C.P. brass / stainless steel screws etc. complete

as per architectural drawings and directions of engineer-in-charge.

12.158.2 Pre-laminated particle board with decorative lamination on both sides. Sqm 285.28 788.52 224950.00

80 HSR-21 Providing and fixing double action hydraulic floor spring of approved

12.160 brand and manufacture conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring mechanism and door

weight up to 125 kg, for doors, including cost of cutting floors, embedding in

floors as required and making good the same matching to the existing floor

finishing and cover plates with brass pivot and single piece M.S. sheet outer

box with slide plate etc. complete as per the direction of Engineer-in-charge.

12.160.1 With stainless steel cover plate minimum 1.25 mm thickness. Each 12.00 1898.52 22782.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

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Date: 2026.03.30 17:48:43 IST

81 HSR-21 Providing and fixing stainless steel (SS 304 grade) adjustable friction

12.162 windows stays of 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 Each 424.00 236.65 100337.00

82 HSR-21 Providing and fixing 12 mm thick frameless toughened glass door Sqm 8.64 3414.83 29504.00

12.171 shutter of approved brand and manufacture, including providing and fixing

top & bottom pivot & double acting hydraulic floor spring type fixing

arrangement and making necessary holes etc. for fixing required door

fittings, all complete as per direction of Engineer-in-charge (Door handle,

lock and stopper etc.to be paid separately).

83 HSR-21 Filling the gap in between aluminium/ stone/ wood frame and adjacent

12.172 RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing

weather/structural non sag 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. Rmt 11895.40 90.19 1072882.00

84 HSR-21 Providing and fixing glazing in aluminium door, window, ventilator

12.177 shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

complete as per the architectural drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading shall be paid in basic item):

12.177.1 With toughened glass panes of 6 mm thickness (weight not less than 15 Sqm 2354.19 1051.06 2474400.00

kg/sqm)

57 HSR-21 Providing and fixing pressed steel door frames conforming to IS: 4351,

13.3 manufactured from commercial mild steel sheet of 2.0 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of

mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild

steel welded or rigidly fixed together by mechanical means, including M.S.

pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and

shock absorbers as specified and applying a coat of approved steel primer

after pre-treatment of the surface as directed by Engineer-in-charge:

13.3.2 Profile C

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Date: 2026.03.30 17:48:43 IST

13.3.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to Rmt 5388.60 358.99 19,34,454

be paid for separately)

85 HSR-21 Providing and fixing carbon steel galvanised ( minimum coating 5

13.5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield

strength 480 N/mm2), 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 120mm each 14154.00 77.69 1099638.00

13.5.4 10 x 140mm each 6055.00 87.51 529897.00

13.5.5 10 x 160mm each 2588.00 108.95 281952.00

84 HSR-21 Providing & fixing glass panes with putty and glazing clips in steel

13.10 doors, windows, clerestory windows, all complete with:

13.10.2 5.5 mm thick glass panes Sqm 1003.81 793.88 796902.00

86 HSR-21 Steel work welded in built up sections/ framed work, including cutting,

13.29 hoisting, fixing 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 kg 3866.40 83.05 321101.00

similar works

87 HSR-21 Steel work in built up tubular (round, square or rectangular hollow

13.30 tubes etc.) trusses etc., including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer, including welding and

bolted with special shaped washers etc. complete.

13.30.2 Hot finished welded type tubes. kg 25107.68 117.88 2959593.00

88 HSR-21 Providing and fixing stainless steel ( Grade 304) railing made of Hollow Kg 10826.75 395.60 4283051.00

13.41 tubes, channels, plates etc., including welding, grinding, buffing, polishing

and making curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete, i/c fixing the railing with

necessary accessories & stainless steel dash fasteners , stainless steel bolts

etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners etc.).

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Date: 2026.03.30 17:48:43 IST

89 HSR-21 Providing and laying water proofing treatment on roofs of slabs by Sqm 1052.20 325.05 342020.00

28.16 applying cement slurry mixed with water proofing cement compound

consisting of applying:

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

mixed with water proofing cement compound @ 0.253 kg/sqm (b) Laying

second layer of Fibre glass cloth when the first layer is still green. Overlaps

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

(c) Third layer of 1.5 mm thickness consisting of sluny of cement @ 1.289

kg/sqm 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.

90 HSR-21 Providing and laying integral cement based water proofing treatment

28.17 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

admixed with water proofing compound conforming to IS. 2645 and

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

up to 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 up to 300 mm height

including rounding of junctions of walls and slabs.

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Date: 2026.03.30 17:48:43 IST

(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 joint less cement mortar of

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

conforming 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:

28.17.1 With average thickness of 120 mm and minimum thickness at khurra as Sqm 3289.68 664.39 2185637.00

91 HSR-21 Supplying and filling cinder on roof (up to three storeys) including light Cum 609.55 1236.81 753894.00

28.26 ramming.

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Date: 2026.03.30 17:48:43 IST

92 HSR-21 Design supply & installation of suspended Spider Glazing system Sqm 50.09 6444.78 322787.00

29.7 designed to withstand the wind pressure as per IS 875 (Part-Ill). The

Suspended System held with Spider Fittings of SS-316 Grade Steel of

approved manufacturer with glass panel having 12 mm thick clear

toughened glass held together with SS- 316 Grade Stainless steel Spider &

bolt assembly with laminated glass fins 21.52 mm thick. The Glass fins and

glass panel assembly shall be connected to Slab/beams by means of SS-

316 Grade stainless steel brackets & Anchor bolts and at the bottom using

SS channel of 50x25x2mm using fastener & anchor bolts, non staining

weather sealants of approved make, Teflon/ nylon bushes and separators to

prevent bi-metallic contacts, all complete to perform as per specification and

approved drawings. The complete system to be designed to accommodate

thermal expansion & seismic movements etc. The joints between glass

panels (6 to 8 mm) and gaps at the perimeter & in U channel of the

assembly to be filled with non staining weather sealant, so as to make the

entire system fully water proof & dust proof.

The rate shall include all design, Engineering and shop drawing including

approval from structural designer, labour, T&P, scaffolding, other incidental

charges including wastage, enabling temporary services all fitting fixers nut

bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass

etc. all complete. For the purpose of payment, actual elevation area of

Glazing including thickness of joints and the portion of Glass panel inside

the SS channel shall be measured.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

93 HSR-21 Providing and fixing mineral fibre false ceiling tiles at all heights of size

32.47 595X595mm of approved texture, design and pattern. The tiles should have

Humidity Resistance (RH) of 99%, Light Reflectance i!: 85%, Thermal

Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt -

6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped

all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm)

comprising of main T runners of 15x32 mm of length 3000 mm, cross T of

size 15x32mm of length 1200 mm and secondary intermediate cross T of

size 15x32 mm of length 600 mm to form grid module of size 600x600 mm

suspended from ceiling using galvanized mild steel item (galvanised@80gsm)

50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully

threaded hanger rod up to 1000 mm length and L-shape level adjuster of

size 85x25x2 mm, spaced at 1200 mm centre to centre along main 'T'. The

system should rest on periphery walls /partitions with the help of GI

perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet,

to be fixed to the wall with help of plastic rawl plug at 450 mm centre to

centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all

T-sections used in false ceiling support system shall be pre-painted with

polyester baked paint, for all heights. The work shall be carried out as per

specifications, drawings and as per directions of the engineer-in-charge.

32.47.1 With 16 mm thick bevelled tegular mineral fibre false ceiling tile (NRC Sqm 93.48 1118.93 104603.00

94 HSR-21 Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm Rmt 30.00 661.71 19851.00

34.29.3 x 6 mm at 3 metre centre to centre with 0.40 metre embedded in M15 grade

cement concrete, corner, end and every 10th post to be strutted, provided

with welded steel wire fabric of 75mm x 25 mm mesh and fixed to iron posts

by flat iron 50 x 5 mm and bolts etc. complete in all respects.

TOTAL HSR ITEMS (i) 312827559.00

NON-SCHEDULE ITEMS ( CIVIL WORK )

95 NS-1 Disposal of surplus earth excavated from basement & foundation from the Cum 3774.31 52.00 196264.00

(Derived) building by Mechanical Transport including loading, unloading and stacking

upto any lead within the campus of University Complete in all respects.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

96 NS-2 Excavating, supplying and filling of Tibba Sand having CBR 8% Cum 1575.00 216.00 340200.00

(Derived) (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 etc. complete.

97 NS-3 Extra rate for Using 20mm stone aggregate instead of 40mm Stone Cum 2529.25 34.00 85994.00

(Derived) aggregate in cement concrete of grade ( 1:4:8, 1:5:10 ) complete in all

respects.

98 NS-4 Extra rate for using Machine moulded common burnt clay bricks of Sqm 81.77 21.00 1717.00

(Derived) class designation 12.5 instead of common burnt clay bricks of class

designation 10.5 for Honey-comb brick work 10/11.4 cm thick in super

structure above plinth level including making horizontal and vertical

grooves 10mm wide 12mm deep with cement mortar 1 :4 (1 cement : 4

coarse sand).

99 N.S Providing and fixing of Stainless Steel (SS-304) Glass Door Handle H- Pair 4.00 1852.00 7408.00

C-1 Type 32mmdia, 450 mm long with screws etc. complete in all respects to

the entire satisfaction and as per sample approved by Engineer-in-charge.

100 N.S Providing and fixing Stainless Steel Corner Patch lock with euro profile Each 4.00 2253.00 9012.00

C-2 cylinder and SS Strike plate having Dead bolt projection of 15mm (single

throw) base material made of Aluminium alloy casting covered with SS 316

covers and necessary screws etc. complete in all respects to the entire

satisfaction and as per sample approved by Engineer-in-charge.

101 N.S Providing & fixing Stainless Steel ball bearing butt hinges of size 100 x Each 2332.00 288.00 671616.00

C-3 75 x 3mm to Aluminium window/ Doors etc. (Grade 304) with nuts &

screws etc complete. (as per sample approved by Engineer-in-charge).

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

102 N.S ACOUSTICAL WALL PANELLING ABOVE 2.30m Sqm 628.44 1878.00 1180214.00

C-4 Providing and fixing in position wall panelling at all heights with Fully

Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having

approx. having 8 x 8mm square perforations @ 20mm pitch - 25% open

area, square edge, volume density of base board 650 Kgs/m3, weight

8Kgs/m2, with all 4 side tapered and backed by acoustical tissue with NRC

value not less than 0.60, comprising of a frame made from especially

fabricated galvanised mild steel sheet 0.50 mm thick pressed section

(galvanizing @120 grams per sqm including both sides) i.e. vertical studs of

size 48 x 34 x 36 mm are placed at 600mm centre to centre in a floor and

ceiling channel section of size 50 x 32m fixed to the floor and soffit at

600mm centres using 12mm dia,50mm long wedge type expanded zinc alloy

dash fastener with 10mm bolt. This same channel is then to be fixed in

horizontal direction at 600mm centre to centre so as to form a grid of

600mm x 600mm. Synthetic polyester-fibre infill - 50mm thick of density

1500 g/sqm having NRC 0.70 is then to be inserted in the slots held in

position by criss crossing GI chicken mesh 12.5mm x 24 SWG. and finally

Fully Perforated Gypsum Plaster Board panels/tiles are to be screw fixed

with dry wall screws of size 3.5 x 25 mm at 230 mm c/c on to this grid

leaving an even groove of 4 mm between the panels. The joints between the

panels are to be duly jointed and finished to a flush finish of tapered and

square edges of the board with recommended jointing compound , jointing

tapes , finishing with jointing compound in 3 layers covering up to 150 mm

on both sides of joint and two coats of primer suitable for board/panelling

as per manufacturer's specification as per direction of Engineer-in-Charge

all complete.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

103 N.S Wooden Acoustical Slats Wall Paneling (with one mm laminate) upto Sqm 428.63 6224.00 2667787.00

C-5 2.30m high

Providing and fixing Tongue & Groove Wooden Acoustical Panels of size -

190 X 2440 X 16 mm with micro perforation (3mm) In Front Side And

10mm Circular Hole Covered With Acoustical Fleece To Get (NRC 0.7). The

Wooden Panel made of a High Density Fiber Board (HDMR) Substrate with

one(1) mm Laminated ( Mica ) facing as per the approved Shade/species and

finish, and a Melamine balancing layer over the reverse side. The density of

HDMR board should be more than 800kg/m3.The HDMR board should be

passed through vertically flammability test (UL94) & should be tested as for

Anti-Fungal. The Panels with the help of special design Z clip as per the

Drawing and Design would be fixed on the Aluminum Channel of size

15x25x19x7x.70mmx 3000mm Horizontally/Vertically over GI frame work

for wall paneling as per design drawing consisting of floor channel of size

50x32x32 x0.5mm thick at bottom and top fixed with 35 mm nylon sleeves

and 35 mm screw. Further fixing GI stud 48x34x36x0.5 mm thick @600mm

C/C vertically. The framework to be filled with 50mm 1000 GSM non-woven

thermal bonded polyester wadding held in position with 18 mm GI chicken

mesh of 24SWG with drywall screws and oversize washers. Finally fixing

over it horizontally 80x26x51x0.5 mm thick G.I. ceiling section placed

@600mm C/C or wherever required as per design drawings with dry wall

screws and angle cleats 27x37x25x1.6 mm as required. The frame to be

fixed to the walls by means of angle hold fastener cleats of required size,

complete with expandable anchor fasteners of 65x10mm dia fixed on each

vertical member @1000mm C/C, etc. as required, all complete as per the

directions of Engineer-in-Charge.(Leaping & Beading for the corner and

th fi i hi ill b id t )

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

104 N.S ACOUSTICAL SUSPENDED CEILING WITH WOODEN FINISH Sqm 724.15 5653.00 4093620.00

C-6 Providing & Fixing of Acoustical Suspended Ceiling System – Tegular

edge tile of size 595 X 595 X 12 mm Lay in on 24 mm exposed GI Grid.

Tiles made of pinewood EI grade MDF panels shall be melamine/ veneer

laminated finish with random perforation as per manufacturer

specifications .The back of the system are lined with a nonwoven fabric

acoustical fleece covering of 0.27mm for providing Sound absorption via the

acoustic impedance method. The tiles should have 1-test FR grade, size

595x595x12mm, Square edge, volume density of base board 700Kg/m3,

weight 8.4Kgs/m2, Humidity Resistance (RH) of 50%, NRC upto 0.85, Fire

Resistance as per BS476 (Part 6 & 7). The Grid should be 24 mm wide T

sections i.e. the Main Runner 3000mm in web height of 32 mm, 1200 mm &

600 mm Cross Tees in web height of 26mm to comprise main runner spaced

at 1200mm centers securely fixed to the structural soffit using suspension

system at 1200mm maximum centre. The First/Last suspension system at

the end of each main runner should not be greater than 450mm from the

adjacent wall. Flush fitting 1200mm long cross tees to be interlocked

between main runners at 600mm centre to form 1200 x 600 mm module.

Cut cross tees longer than 600mm require independent support. 600 x

600mm module to be formed by fitting 600mm long flush fitting cross tees

centrally between the 1200 mm cross tees. Perimeter trim to be wall angles

of size 3000x19x19mm, secured to walls at 450 mm maximum centers and

as per the drawing. The system is backlined with Synthetic polyester-fibre

infill - 50mm thick of density 1500 g/sqm having NRC 0.70 is then to be

inserted in the slots held in position by criss crossing GI chicken mesh

12.5mm x 24 SWG as per manufacturer's specification as per direction of

105 N.S Providing Leather finishing to the Kota/Granite stone including all tools Sqm 808.85 430.00 347806.00

C-7 and material required complete in all respects to the entire satisfaction of

the Engineer-In-Charge.

70 N.S Providing & fixing Stainless Steel Fittings Heavy Duty (Brush-Finished)

C-8 to doors,window,cupboard etc. (Grade 304) with nuts & screws etc

complete. (as per sample approved by Engineer-in-charge).

i SS Sliding Door Bolt - 300mm long (16 mm dia. rod) Each 159.00 672.00 106848.00

ii SS Sliding Door Bolt - 250mm long (16 mm dia. rod) Each 193.00 535.00 103255.00

iii SS Tower Bolt - 300mm long (10 mm dia. rod) Each 1740.00 307.00 534180.00

iv SS Tower Bolt - 150mm long (10 mm dia. rod) Each 1422.00 182.00 258804.00

v SS Tower Bolt - 100mm long (10 mm dia. rod) Each 424.00 150.00 63600.00

vi SS Pull Handle (Plain) - 125 mm x 25mm Each 1110.00 124.00 137640.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

vii SS Pull Handle (Plain) - 100 mm x 25mm Each 1788.00 102.00 182376.00

viii 100 mm floor S.S front Door stoppers with rubber cushion screws etc to suit Each 514.00 198.00 101772.00

shutter thickness complete

ix SS Casement stays (eye Hook) - 125mm Each 1144.00 147.00 168168.00

107 N.S Providing and applying protective water repellent coating to rough Red Sqm 1902.86 343.00 652682.00

C-9 sand stone / dry clading with a spray of solvent based silicon coating of an

approved make as per the manufacturer specification to the entire

satisfaction of the engineer in charge. The whole surface shall be cleaned

and made free from all dirt, oil,grease, wax/dust or any other form of the

foreign matter before the application of spray including cost of scaffolding

required for its application complete in all respects to the entire satisfaction

of Engineer-in-Charge.

109 N.S Providing and fixing Fly proof wire mesh comprising combination of ( Sqm 365.86 1871.00 684532.00

C-10 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 thick ) in aluminium/UPVC door, window,

ventilator shutters and partitions etc. fixed 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):

110 N.S Providing and fixing Signatory Signages made of 5mm thick Sunboard Sqm 25.92 983.00 25479.00

C-11 with digital vinyl printing and glossy lamination including all necessary

accessories for fixing as per design given by architect, complete in all

respects to the entire satisfaction of Engineer-In-Charge.

110 N.S Providing and fixing Internal Signage Plates made of SS-304 (20 guage) Sq. 20400.00 18.00 367200.00

C-12 Rust free sheet with Raised Braile Language including all necessary inch

accessories for fixing as per design given by architect, complete in all

respects to the entire satisfaction of Engineer-In-Charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

111 N.S Providing and fixing Main Building Signage Board (CHANAKYA Sqm 19.51 12292.00 239805.00

C-13 BHAVAN) measuring 35'-0" X 6'-0" comprising ACP Sign board in 3mm

thick(0.25+2.5+0.25mm) Exterior grade, Stainless Steel letter 50mm deep

thickness vertical 30 gauge and 18 gauge front face grade 304 rust free,

Frame made with 50x50x4 mm MS Hollow pipe made by Apolo/Tata/Jindal.

With 2coat primer and 2 coat paint, Frame fixing on the mother surface of

the building with an MS Plate size 200x200x8mm,Fastener use of Hilti make

size 150x10mm, including scaffolding erection and removal at approved

height approx upto 50 feet from ground level complete in all respect as per

approved Lettering style duly fixed at site including all taxes and freight

complete in all respects to the entire satisfaction of Engineer-In-Charge.

112 N.S Providing and fixing Fire Shaft doors with Frame and Door made up of 2 Sqm 34.02 4396.00 149552.00

C-14 mm thick MS Sheet finished with Powder Coating In Regular RAL shades

pure polyester/Epoxy Polyester powder having coating thickness of 60-80

micron including 5mm thick clear float glass of size 600 x 900mm and all

accessories i.e SS Ball Bearing Hinges of size 100 x 75 x 3mm complete with

SS Screws, anchor fastners of M10X80mm length, Shaft lock with allen key,

SS Flush pull handle etc. complete in all respects to the entire satisfaction

of Engineer-In-Charge.

113 N.S Providing and fixing 10mm thick multiwalled polycarbonate sheet at Sqm 338.00 2055.00 694590.00

C-15 all levels as per approved pattern for skylight/Dome over existing MS

frame. Sheet should have protective guard film of 25 microns minimum to

avoid scratches during transportation or as desired by Engineer-in-charge.

The sheet shall be fixed using self drilling /self tapping screws with EPDM

seal, and the joints shall be provided with 60mm wide aluminium Channels,

Aluminium strips 40mm wide at top and bottom and 10mm wide

aluminium channel at ends including EPDM Rubber gaskets as a seal and

Joints filled with all weather sillicon sealent complete upto any pitch in

horizontal/ vertical or curved surfaces as shown in the drawing, (excluding

the cost of MS purlins, rafters and trusses) and including cutting of sheet to

size and shape wherever required complete in all respects to the entire

satisfaction of Engineer-In-Charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

119 N.S Providing and laying Anti- Skid/Matt Finished Glazed Vitrified floor Sqm 569.90 835.00 475865.00

C-16 tiles of size 600 x 600mm (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming to IS: 15622, of

approved make, in all colours and shades, laid on 20mm thick cement

mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @

3.3 kg/ sqm including grouting the joints with white cement and matching

pigments etc., complete.

115 N.S Supplying and fixing 35mm thick Factory Manufactured Sliding Flush Sqm 25.20 5825.00 146790.00

C-17 Shutter (both side laminated with 1mm decorative laminate) for Diff.

Abled Toilet with 35mm thick and 150mm wide wooden panelling around

shutter complete with following specifications

1. PANELLING: Fixed on Wall made of Block board construction flush door

with commercial ply on both faces 35 mm thick with 2nd class teak wood

lipping.

2. DOOR SHUTTER: Made of ISI marked flush door shutters conforming to

IS : 2202 (Part I) non-decorative type, core of block board construction with

frame of 1st class hard wood and well matched commercial 3 ply veneering

with vertical grains or cross bands and face veneers on both faces of

shutterswith 2nd class teak wood lipping. including asccessories i.e

Alumninium C-Channel, Rolling Wheel set, Concealed Handle Set etc.

complete in all respect.

115 N.S Providing and Fixing Frosted polyster film of approved make over glass Sqm 42.00 738.00 30996.00

C-18 surface as per drawing & direction with all labour & materials to the

satisfaction of the Engineer-in-charge. (No deduction will be made for any

cutting in the film).

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

3 N.S Providing and injecting chemical emulsion (using Chlorpyriphos/ Sqm 3150.00 393.00 1237950.00

C-19 Lindane emulsifiable concentrate of 20%) for PRE- CONSTRUCTIONAL

anti termite treatment with Pipe Reticulation system which involves

lying of special flexible, continuously perforated 16 mm dia pipe along the

internal walls of the building and centre of the flooring using grid design

(every 5 feet). This placement of perforated pipes (made of rubberised

membrane) is done along the flooring just before laying of the sand bed/sub

grade or before fixing the floor marble/tiles. The open ends of this network

of pipes are joined at several Junction Boxes (Refilling points) for Termite

Reticulation Box periodical recharging of termite chemical. These junction

boxes are installed on the outer walls of the building exteriors. The cost

includes porous pipe, plain pipe (for connections), junction boxes (for inlets),

pipe fittings, chemical and labour complete in all respects. (Plinth area of

the building at ground floor only shall be measured).

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

3 N.S Supply & Fixing of Plain Aluminium fixed Sun Louvers approved make, Sqm 24.30 6281.00 152628.00

C-20 consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with

round edges panel length up to 6mtrs coil coated on a continuous paint line

double baked and roll formed from enameled corrosion Resistance

Aluminum Alloy AA3005 (Al) for higher strength and good Roll forming

characteristics. Panels shall be clipped at a distance of 86mm to baked

enameled Aluminium panel stringer 33mm wide and 65mm deep x 0.95 mm

thick in a standard length of 5mtrs made of double baked enameled

Aluminium Alloy AA3105 (Al.) white to hold the panel in a module of 86mm

centre to centre. The prongs on stringers shall be to accommodate an angle

of 21°30’ Degrees between two panels . Stringers shall be fixed at 150 mm

from panel ends and at a distance of maximum 1000 mm center to center

across the panel span. The carrier shall be fixed to a suitable structure by

means of rigid fixing details. All properties and specifications shall comply

with ECCA directives and more specifically EN 1396:1996. Panel shall be

stove enamelled and finished with three layered coating system (consisting

of first a conversion layer of thickness 800-2000mg/sq mtr, a polyurethane

basecoat of 16-20 microns, and a top coat of polyamide particles of 8-12

microns thick to provide excellent abrasion and damage resistance) in a

continuous coil coating process of the approved colour on the exposed side

and the reverse side with epoxy complete in all respect to the entire

satisfaction of Engineer-in-Charge. (Steel / Aluminium sub-structure, if

required at site shall be paid separately under HSR Item).

TOTAL NS ITEMS (ii) 16116350.00

G. TOTAL ( i + ii) (A) 328943909.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF PROPOSED TEACHING BLOCK - 3 AT CRSU, JIND, HARYANA

( PUBLIC HEALTH WORK )

Sr. HSR No. Description of Item Unit Qty. Basic Amount

No. Rate

(B) PUBLIC HEALTH WORK - AS PER HSR 2021

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

4.16 excavation for 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. Rmt 870.00 61.62 53607.00

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

6.1 excluding the 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 Cum 8.00 3475.56 27804.00

mm nominal size)

3 HSR-21 Extra for providing opening of required size & shape for wash basin/ Each 98.00 392.92 38506.00

8.28 kitchen sink in kitchen platfonn, 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.

4 HSR-21 Providing and fixing stone slab with table rubbed, edges rounded and

8.30 polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions

by cutting a chase of appropriate width with chase cutter and embedding

the stone in the chase with epoxy grout or with cement concrete 1 :2:4 (1

cement: 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per

direction of Engineer-in-charge and finished smooth.

8.30.2 Granite Stone of approved shade Sqm 31.50 2427.17 76456.00

1. Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or

equivalent.)

2. Colour/Shade to be approved by the University

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

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

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

conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

(i) Single socketed pipes.

9.57.2 110 mm dia PVC pipe Rmt 24.00 200.03 4801.00

9.57.3 150 mm dia PVC pipe Rmt 1080.00 268.79 290296.00

6 HSR-21 Providing and fixing on wall face Unplasticised - PVC moulded

9.58 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.

9.58.2 Single push fit Coupler

9.58.2.1 75 mm Each 312.00 49.12 15324.00

9.58.2.2 110 mm Each 162.00 74.12 12007.00

9.58.3 Single tee with door

9.58.3.1 75 x 75 x 75 mm Each 265.00 104.48 27687.00

9.58.3.2 110 x 110 x 110 mm Each 85.00 155.38 13207.00

9.58.4 Single tee without door

9.58.4.1 75 x 75 x 75 mm Each 132.00 89.30 11788.00

9.58.4.2 110 x 110 x 110 mm Each 24.00 142.88 3429.00

9.58.5.1 75 mm bend Each 90.00 58.94 5304.00

9.58.5.2 110 mm bend Each 184.00 92.87 17088.00

9.58.5.3 150 mm bend Each 60.00 129.49 7769.00

9.58.6 Shoe (Plain)

9.58.6.1 75 mm Shoe Each 54.00 50.01 2700.00

9.58.6.2 110 mm Shoe Each 27.00 78.58 2122.00

7 HSR-21 Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum Cum 10.00 1862.80 18628.00

10.100.2 foundation and plinth.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

11 HSR-21 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)

18.32 pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded,

having thermal stability for hot & cold water supply, including all PP -R

plain & brass threaded polypropylene random fittings, including trenching,

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

18.32.7 PN - 10 Pipe, 75 mm OD (SDR-11) Rmt 100.00 648.32 64832.00

18.32.8 PN - 10 Pipe, 90 mm OD (SDR-11) Rmt 100.00 918.90 91890.00

8 HSR-21 Cutting holes up to 23 cm through stone masonry or brick work in

18.33 cement walls for pipes and making good including repointing, replastering

and finishing according to existing finish where required.

18.33.7 PPR Union 75mm Each 20.00 1153.76 23075.00

8 HSR-21 Cutting holes up to 23 cm through stone masonry or brick work in

20.26 cement walls for pipes and making good including repointing, replastering

and finishing according to existing finish where required.

20.26.1 11.43 cm thickness of walls Each 100.00 164.31 16431.00

20.26.2 22.86 cm thickness of walls Each 100.00 242.00 24200.00

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

20.36 size including cutting and threading pipe etc., complete excluding cost of

tee and long screw, but including cartage of material to site.

10 HSR-21 Bailing out water from the trenches for making new connections in

20.49 fully charged 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. Each 2.00 949.26 1899.00

20.49.3 Exceeding 300 mm internal diametre but not exceeding 450mm internal Each 1.00 1477.02 1477.00

diametre.

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

20.62 jointing with 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.

20.62.3 300 mm internal dia Rmt 410.00 383.99 157436.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

11 HSR-21 Providing, lowering, laying in trenches, aligning, fixing in position and

20.63 jointing Ductile Iron (DI) ISi marked K-9 grade S&S pipes as per IS:8329-

2000 (amended up to date), with internal cement mortar lining for potable

water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding

special accessories) complete including all material, labour, hydraulic

testing and commissioning as per Technical Specifications and as per

direction of Engineer.

Note: E/W to be measured and paid separately.

20.63.1 100 mm internal dia Rmt 100.00 946.58 94658.00

20.63.2 150 mm internal dia Rmt 50.00 1372.54 68627.00

11 HSR-21 Providing, lowering, laying in trenches, aligning, fixing in position and

20.68 jointing at all level/depths Ductile Iron (DI) standard specials

plain/flanged/ socketed confirming to IS9523-2000 with rubber ring

(EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches

in DI pipe line complete including all material, labour, testing and

commissioning along with pipe line as per Technical Specifications and as

per direction of Engineer.

20.68.1 Up to 300mm dia Kg 215.00 64.30 13825.00

12 HSR-21 Constructing brick masonry inspection Chamber sizes as given below

21.84 up to 0.60 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 Each 30.00 3487.17 104615.00

light duty 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 Each 30.00 4976.69 149301.00

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

21.84.3 Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame Each 20.00 5438.37 108767.00

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

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

13 HSR-21 Lowering salt glazed stoneware pipes and specials into trenches for all

21.38 depths and laying out the same to correct alignment gradient, level etc in

trenches including all dressing and trimming of bed and sides of trenches, if

required, trimming and cutting of concrete beds and joint holes, supporting

the pipes and specials, in correct position in a suitable rigid manner while

the same are being jointed and until the surrounding benching hunching

and envelopes are completed. The sewer shall rest on the bed at every point

throughout its length and to ensure this, it shall be grouted in without extra

charge by the contractor with lime surkhi mortar, in the case of lime

concrete beds and 1 :3 cement sand mortar in the case of cement concrete

beds including cartage from Divisional Store or nearest Railway station to

site of work.

The internal diameter of sewer being :-

21.38.2 150 mm internal diameter of sewer Rmt 100.00 37.95 3795.00

21.38.4 200 mm internal diameter of sewer Rmt 360.00 49.29 17746.00

14 HSR-21 Jointing and fixing salt glazed stoneware pipes and special in trenches

21.39 using cement sand mortar 1 :1 and best white Italian tarred hemp/yam

including finishing and trowel ling of each joint at an angle of 45 degrees

with the longitudinal axis of the pipes, watering, keeping the joints covered

and wetted till the same are cured, testing the sewer lines for leakages and

making all leakages and defect good, complete as laid down in the contract

specifications.

21.39.2 150 mm internal diameter of sewer Joint 167.00 57.15 9544.00

21.39.4 200 mm internal diameter of sewer Joint 600.00 75.01 45007.00

15 HSR-21 Cutting glazed stoneware pipes and specials chipping and finishing the

21.40 cut surface to a uniform finish and roughing the part of the pipes, if any

entering the sockets of the adjacent pipes complete, to the satisfaction of the

engineer-in-charge of the works.

21.40.2 150 mm internal diameter of sewer Cut 20.00 20.54 411.00

21.40.4 200 mm internal diameter of sewer Cut 45.00 27.68 1246.00

16 HSR-21 Providing salt glazed stone ware pipes grade 'A' in standard length of 600

21.94 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and

testing as described in item No. 21.38, 21.39, item 21.40 induding the cost

of jointing materials as well as carriage, loading, unloading, stacking,

handling, re-handling etc. complete in all respects to the satisfaction of

Engineer-in-charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

21.94.2 150mm internal diameter Rmt 100.00 187.53 18753.00

21.94.3 200mm internal diameter Rmt 360.00 238.43 85835.00

17 HSR-21 Making holes for HCL soil / Waste pipe by core cutting up to 200 mm

21.100 thick slabs and sealing with Drip seal sealant complete in all respect.

21.100.2 100mm dia pipe. Each 374.00 637.60 238463.00

18 HSR-21 Providing and fixing MS Angle 35 x 35 x 5 mm with 10 mm MS Threaded Each 1380.00 149.13 205801.00

21.101 rods & Fastener & Fixture to Support the Cl and PVC Pipe.

19 HSR-21 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as

22.10 per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including

painting of fittings and brackets, cutting and making good the walls

wherever required.

22.10.1 Kitchen sink with drain board

22.10.1.1 510x1040 mm bowl depth 250 mm Each 17.00 3719.35 63229.00

20 HSR-21 Providing and fixing P.V.C. waste pipe for sink or wash basin including

22.14 P.V.C. waste fittings complete.

22.14.2 Flexibe Pipe

22.14.2.1 32mm dia Each 235.00 57.15 13431.00

21 HSR-21 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality Each 20.00 734.94 14699.00

22.15 & make and as per the direction of Engineer-in-charge.

22 HSR-21 Providing and fixing water closet squatting pan (Indian type W.C. pan )

22.22 with 100 mm sand cast Iron P or S trap, 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:

22.22.1 White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm Each 41.00 3492.52 143193.00

with integral type foot rests

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23 HSR-21 Providing and fixing white vitreous chinaware pedestal type water

22.24 closet (European type) with seat and lid, 10 litre low level white vitreous

chinaware flushing cistern & C.P. flush bend with fittings & C.I. brackets,

40 mm flush bend, overflow arrangement with specials of standard make

and mosquito proof coupling of approved municipal design complete,

including painting of fittings and brackets, cutting and making good the

walls and floors wherever required :

22.24.1 W.C. pan with ISi marked white solid plastic seat and lid Each 35.00 4386.42 153525.00

24 HSR-21 Providing and fixing white vitreous chinaware extended wall mounting Each 20.00 10808.87 216177.00

22.33 water closet of size 780x370x690 mm of approved shape including

providing & fixing white vitreous chinaware cistern / PVC cistern (with

brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/

6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern

fittings, nuts, bolts and gasket etc complete.

25 HSR-21 Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 Each 55.00 241.11 13261.00

22.38 metre long with S.S. triangular plate to European type W.C. of quality and

make as approved by Engineer - in - charge.

26 HSR-21 Providing and fixing M.S. holder-bat clamps of approved design to Sand

22.53 Cast iron/cast iron (spun) pipe embedded in and including cement concrete

blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), including cost of cutting holes and making

good the walls etc. :

22.53.1 For 100 mm dia pipe Each 300.00 144.67 43400.00

22.53.2 For 75 mm dia pipe Each 150.00 141.09 21164.00

27 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

22.85 having thermal 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 Rmt 405.00 233.07 94395.00

22.85.4 32 mm nominal outer dia Pipes Rmt 877.50 310.76 272695.00

22.85.5 40 mm nominal outer dia Pipes Rmt 742.50 429.53 318928.00

22.85.6 50 mm nominal outer dia Pipes Rmt 200.00 648.32 129664.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

28 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

22.86 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.

22.86.2 20 mm nominal outer dia pipes. Rmt 807.20 264.33 213366.00

22.86.3 25 mm nominal outer dia pipes. Rmt 886.00 333.09 295117.00

29 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

22.87 having thermal 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.

22.87.6 50 mm nominal outer dia Pipes Rmt 150.00 592.06 88809.00

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

22.98 quality (screwed end):

22.98.2 20 mm internal diameter Each 30.00 383.99 11520.00

22.98.1 25 mm internal diameter Each 40.00 414.35 16574.00

22.98.3 32 mm internal diameter Each 30.00 484.90 14547.00

22.98.4 40 mm internal diameter Each 30.00 567.06 17012.00

22.98.5 50 mm internal diameter Each 10.00 730.47 7305.00

31 HSR-21 Providing and fixing Unplasticised PVC connection pipe with brass

22.101.2 unions:

22.101.2 45 cm length

22.101.2.1 15 mm nominal bore Each 375.00 50.90 19088.00

32 HSR-21 Providing and fixing C.P. brass bib cock of approved quality conforming to

22.104.1 15 mm nominal bore Each 108.00 345.59 37324.00

33 HSR-21 Providing and fixing C.P. brass long body bib cock of approved quality

22.106 conforming to IS standards and weighing not less than 690 gms.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

22.106.1 15 mm nominal bore Each 70.00 457.22 32005.00

34 HSR-21 Providing and fixing C.P. brass stop cock (concealed) of standard design

22.107 and of approved make conforming to IS:8931.

22.107.1 15 mm nominal bore Each 108.00 508.12 54877.00

35 HSR-21 Providing and fixing C.P. brass angle valve for basin mixer and geyser

22.108 points of approved quality conforming to IS:8931.

22.108.1 15 mm nominal bore Each 300.00 443.82 133146.00

36 HSR-21 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of Each 661.00 49.12 32465.00

22.109 approved make and quality as per direction of Engineer-in-charge.

37 HSR-21 Providing & fixing chrome plated brass battery based infrared sensor

22.110 operated pillar cock, having foam flow technology.

22.110.1 15 mm nominal bore. Each 20.00 6730.54 134611.00

38 HSR-21 Providing and fixing PTMT Waste Coupling for wash basin and sink, of

22.115 approved quality and colour.

22.115.2 Waste coupling 36 mm dia of 83 mm length and 77mm breadth, weighing Each 152.00 72.33 10995.00

not less than 60 gms.

39 HSR-21 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm Each 152.00 126.81 19275.00

22.117 high and 112 mm distance from wall of standard shape with bracket of the

same materials with snap fittings of approved quality and colour, weighing

not less than 105 gms.

40 HSR-21 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, Each 152.00 166.99 25383.00

22.118 200 mm wide with minimum distances of 37 mm from wall face with

concealed fittings arrangement of approved quality and colour, weighing not

less than 88 gms.

41 HSR-21 Providing and fixing square-mouth S.W. gully trap class SP-1 complete

22.166 with C.I. grating brick masonry chamber with water tight C.I. cover with

frame of 300 x300 mm size (inside) the weight of cover to be not less than

4.50 kg and frame to be not less than 2.70 kg as per standard design:

22.166.2 150 x 100 mm size P type

22.166.2.1 With common burnt clay non-modular bricks of class designation 10.5 Each 44.00 1488.63 65500.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

43 HSR-21 Constructing brick masonry road gully chamber 110x50x77.5 cm with

22.207 bricks in cement mortar 1 :4 (1 cement : 4 coarse sand) including 500x450

mm precast R.C.C. horizontal grating with frame and vertical grating

complete as per standard design

22.207.1 With common burnt clay non-modular bricks of class designation 10.5. Each 25.00 5459.80 136495.00

44 HSR-21 Providing and fixing 600x450 mm bevelled edge mirror of superior glass Each 152.00 812.63 123520.00

22.209 (of approved quality) complete with 6 mm thick hard board ground fixed to

wooden cleats with C.P. brass screws and washers complete.

45 HSR-21 Providing and fixing in position vitreous chinaware white lavatory

22.221 suites of approved make (to the approval of Engineer-in-charge) including

Rack Bolt Screw Pair 115mm long without CP fittings complete in all

respect.

22.221.6: Size 560mm x 410mm (above counter oval)

22.221.8 Size 630mm x 500mm (above counter oval) Each 140.00 3985.46 557964.00

46 HSR-21 Providing and fixing in position singel socket SWR UPVC soil waste or

22.222 antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other

reputed firm including cutting, jointing, wastage, but excluding cost of

jointing.

22.222.2 Single Socket Type-B

22.222.2.2 110mm O/d SWR UPVC pipe lines laid complete. Rmt 1175.50 322.37 378949.00

22.222.2.3 90mm O/d SWR UPVC pipe lines laid complete. Rmt 3305.50 273.26 903254.00

47 HSR-21 Making connection of drain or sewer line with existing manhole

30.88 including breaking 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 Each 1.00 239.32 239.00

30.88.2 For pipes 250 to 300 mm diameter Each 1.00 283.08 283.00

30.88.3 For pipes 350 to 450 mm diameter Each 1.00 409.89 410.00

TOTAL HSR ITEMS (i) 7004273.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

NON-SCHEDULE ITEMS ( PUBLIC HEALTH WORK )

48 NS Providing and fixing in position set of EWC of size ( 66 x 35 x 88cm) and Each 12.00 44791.00 537492.00

PH-1 WHB of size (46 x 36 x 18cm) for Differently abled person consisting of

matching cistern, one pair mounting brackets, seat cover, one(1) no.

Foldable U Type (SS Grade_304) hinged rail 76cm and four(4) no. grab rails

60cm complete in all respect and to the entire satisfaction of Engineer-in-

charge.

(Make:- Hindware (Catalogue No. 70002 - MATRIX SET) or similar model of

Equivalent make such as Jaquar/Parryware etc.)

49 NS Providing & fixing Urinal with spreader hole (URS-WHT-13261H) Each 75.00 3982.00 298650.00

PH-2 Size:355x340x535mm including all fixing accessories with waste coupling

(ALD-705L130) complete in all respects of (JAQUAR or similar model of

Equivalent make such as Hindware/Parryware etc.)

50 NS Providing & fixing Urinal Valve Auto Closing System (PRS-077) with Each 75.00 2409.00 180675.00

PH-3 Built-in Control Cock and Flange including all fixing accessories and Urinal

Spreader bowl Top Inlet 15mm with Fixing Stud (ALD 1043) complete in all

respects of (JAQUAR or similar model of Equivalent make such as

Hindware/Parryware etc.)

51 NS Providing & fixing Pressmatic Type Pillar Cock Auto Closing System Each 132.00 2526.00 333432.00

PH-4 with 65 mm extension body (PRS-031L65) including all fixing accessories

complete in all respects of (JAQUAR or similar model of Equivalent make

such as Hindware/Parryware etc.)

52 NS Supply, Installation, Testing and Commissioning of S.S Drinking Trough of Rmt 26.40 11990.00 316536.00

PH-5 size 400mm wide x 220mm deep in wall mounting SS Construction of

AISI 304 Grade made with Stainlesss Steel sheet (18 Guage) Front and Sides

turned down (40mm x 12mm), Rear Turned up (150mm x 12mm) mounted

on wall, SS Wall Bracket (16 Guage) angular shape, Secured to top with

acron nuts & Bolts and bracket secured to wall with anchor fastners,

includes 40mm–50mm waste outlets. Cost of required frame work as per

manufacturer specification is included in the Price. Nothing shall be paid

extra for any petty item required to make the Overhead Shelf operational.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

53 NS Providing and fixing in position 90mm o/d UPVC plain Nahani Trap Each 367.00 736.00 270112.00

PH-6 conforming to I.S.I. specifications and of self cleaning design with C.P. brass

hinged grating with frame complete.

54 NS Providing and laying in position 63mm o/d UPVC Drain pipe conforming Rmt 501.00 132.00 66132.00

PH-7 to IS : 13592 Type A, including jointing with adhesive complete in all

respects.

55 NS Providing and placing on terrace (at all floor levels) THREE layer Litre 10000 12.00 120000.00

PH-8 insulated polyethylene vertical water storage tanks of approved makes

conforming to BIS 12701-96 or latest modifications with cover and suitable

locking arrangement and making necessary holes for inlet outlet and over

flow pipes but without fittings etc. and the base support for tank complete

in all respects.

11 NS Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)

PH-9 pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded,

having thermal stability for hot & cold water supply, including all PP -R

plain & brass threaded polypropylene random fittings, including trenching,

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

9.1 PN - 10 Pipe, 110 mm OD (SDR-11) Rmt 1000.00 947.00 947000.00

9.2 PN - 10 Pipe, 160 mm OD (SDR-11) Rmt 600.00 2003.00 1201800.00

TOTAL NS ITEMS (ii) 4271829.00

G. TOTAL ( i + ii) (B) 11276102.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF PROPOSED TEACHING BLOCK - 3 AT CRSU, JIND, HARYANA

( ROAD WORK )

Sr. HSR No. Description of Item Unit Qty. Basic Amount

No. Rate

C ROAD WORKS - AS PER HSR 2021

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

4.14 manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan), including dressing of sides and ramming of

bottoms, lift up to 1.5 m, including getting out the excavated soil and

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

4.14.1 All kinds of Soil Cum 124.65 83.05 10352.00

2 HSR-21 Filling available excavated earth (excluding rock) in trenches, plinth, Cum 83.10 46.44 3859.00

4.32 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.

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

6.1 excluding the cost of centering and shuttering - All work below plinth level

and up to Floor IV level:

6.1.7 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 20 Cum 350.63 2268.22 795295.00

(Derived) mm nominal size).

4 HSR-21 Steel reinforcement for R.C.C. work, where not included in the

6.33 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.

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. Kg 8160.00 66.08 539213.00

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

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

5 HSR-21 Providing and fixing at or near ground level precast cement concrete

6.39 in kerbs, edgings etc. as per approved pattern and setting in position with

cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of

required centering, shuttering complete.

6.39.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate Cum 18.70 4135.48 77323.00

20 mm nominal size)

6 HSR-21 Brick work with common burnt clay non-modular bricks of class

7.21 designation 10.5 in foundation and plinth in:

7.21.2 Cement mortar 1:6 (1 cement: 6 coarse sand). Cum 116.16 3967.60 460882.00

7 HSR-21 Providing and laying polythene sheet ( 125 micron ) under CC M-25/M- Sqm 1360.00 22.33 30362.00

10.17 30 in road and parking complete in all respect.

8 HSR-21 Providing and laying 500x 500x 40 mm thick Turf paver (Turf pave XD) Sqm 612.00 909.07 556353.00

10.95 on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size

stone aggregate and base course and filling with 150 mm thick jamuna

sand, including spreading, well ramming, consolidating and finishing

smooth etc. all complete as per direction of Engineer-in-charge.

9 HSR-21 Providing and laying matt finished vitrified tile of size Sqm 340.50 753.69 256632.00

10.106 300x300x9.8mm having with water absorption less than 0.5% and

conforming to IS: 15622 of approved make in all colours and shades in for

outdoor floors such as footpath, court yard, multi modals location etc., laid

on 20mm thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) in all

shapes & patterns including grouting the joints with white cement mixed

with matching pigments etc. complete as per direction of Engineer-in-

Charge.

10 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/10 sqm over and Sqm 83.10 87.51 7272.00

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

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

11 HSR-21 Construction of Embankment CBR 8% (for new road/ Cum 637.00 183.96 117181.00

17.6 raising/berms/etc.) with Tibba Sand obtained from borrow pits, including

compensation of earth with all lead and lift transporting to site, spreading,

grading to required slope and compacting to meet requirement of table 300-

2, as per technical clause 305 of MORT&H specifications.

12 HSR-21 Granular Sub-Base with Coarse Graded Cum 204.00 1043.92 212959.00

17.15.3 Material - Grading-I or II or III (Table:- 400-2)

Construction of granular sub-base by providing coarse graded material,

spreading in uniform layers with motor grader on prepared surface, mixing

by mix in place method with Rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per clause 401.of

MORT&H specifications.

Grading III material.

13 HSR-21 Construction of unreinforced plain cement concrete pavement in M-30 Cum 272.00 4932.04 1341515.00

17.72 mix design over a prepared sub base with OPC 43 grade conforming to

IS:383 mixed with concrete mixer using batch type concrete mixer as per

IS:1791, laid in position, compacted with needle vibrator, screed vibrator

and plate vibrator, dewatering of free water with vaccum pump, finishing the

surface with power floater, finishing to required lines and grades as per

drawings and technical clause 1501 of MORTH specifications.

TOTAL HSR ITEMS (i) 4409198.00

NON-SCHEDULE ITEMS ( ROAD WORK )

14 NS Providing and Filling Construction & Longitudinal joints (6 mm wide x Rmt 906.67 395.00 358133.00

R-1 65 mm deep) in VDC/PQC M-30 by groove cutting machine, providing and

filling joints with Polysulphide Pour Grade sealent of approved make in the

VDC M-30 complete as per specifications and directions of Engineer-

incharge. (Item of dowel bars / tie bars to be paid separately).

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

14 NS Providing and fixing factory-made precast RCC Trench Covers, having Sqm 166.20 2737.00 454889.00

R-2 concrete of strength not less than M-30, of tentative module size 1050 x 600

x100 mm (or as per site condition), reinforced with 8mm dia five Nos.

longitudinal & 10mm dia nine Nos. 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 NS ITEMS (ii) 813022.00

G. TOTAL ( i + ii) (C) 5222220.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF PROPOSED TEACHING BLOCK - 3 AT CRSU, JIND, HARYANA

( RWH WORK )

Sr. HSR No. Description of Item Unit Qty. Basic Amount

No. Rate

(A) CIVIL WORK - AS PER HSR 2021

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

4.14 manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan), including dressing of sides and ramming of

bottoms, lift up to 1.5 m, including getting out the excavated soil and

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

4.14.1 All kinds of soil Cum 49.76 83.05 4133.00

2 HSR-21 Filling available excavated earth (excluding rock) in trenches, plinth, Cum 93.27 46.44 4331.00

4.32 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.

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

6.1 excluding the 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 Cum 13.42 2497.72 33522.00

mm nominal size).

4 HSR-21 Reinforced cement concrete work in beams, suspended floors, cum Cum 7.48 6112.59 45706.00

6.16 roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor four level, excluding the 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).

5 HSR-21 Centering and shuttering including strutting, propping etc. and

6.30. removal of form for:

6.30.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 21.16 156.28 3307.00

6.30.3 Suspended floors, roofs, landings, balconies. Sqm 36.38 208.07 7570.00

6.30.16.1 Edges of slabs and breaks in floors and walls. Rmt 51.44 114.30 5880.00

Under 20 cm wide.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

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

6.33 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

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. Kg 747.73 66.08 49410.00

7 HSR-21 Brick work with common burnt clay non-modular bricks of class

7.21 designation 10.5 in foundation and plinth in:.

7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand). Cum 53.34 4128.34 220222.00

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

7.27 designation 10.5 in foundations and plinth in:

7.27.2 Cement mortar 1 :4 ( 1 cement :4 coarse sand) Sqm 144.00 458.11 65968.00

9 HSR-21 Providing and laying Cement concrete flooring 1 :2:4 (1 cement : 2

10.10 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat

cement, including cement slurry, but excluding the cost of nosing of steps

etc. complete.

10.10.1 40 mm thick with 20 mm nominal size stone aggregate. Sqm 72.62 267.90 19456.00

10 HSR-21 Providing a floating coat of 1.50 mm thick neat cement laid in one Sqm 72.62 29.47 2140.00

10.14 operation to the topping.

11 HSR-21 12 mm cement plaster of mix :

11.5.3 1 : 4 (1 cement: 4 fine sand) Sqm 180.64 83.94 15163.00

12 HSR-21 15 mm cement plaster on the rough side of single or half brick wall of

11.6.1 1 : 4 (1 cement: 4 fine sand) Sqm 152.00 138.42 21040.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

13 HSR-21 Earth work in excavation of foundation of structures as per drawing and

15.1 technical specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter, dressing of sides

and bottom and backfilling with approved material as per clause 304 of

MORT&H specifications Ordinary soil,

15.1.2 Mechanical Means

15.1.2.1 Depth up to 3 m Cum 169.56 78.58 13325.00

15.1.2.2 Depth 3 m to 6 m Cum 60.76 89.30 5426.00

14 HSR-21 Providing & fixing steel bar embedded plastic steps of size 263mm x Each 30.00 298.26 8948.00

21.28 165mm of orange colour, confirming to specification in pump chambers,

manholes etc., having minimum 3mm thick polypropylene polymer

confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :

1786. The rate include cost of setting the same to correct lines and levels

duly embedded in 1 :2:4 cement concrete including carriage, loading,

uploading, stacking, handling, re-handling etc., complete in all respect to

the satisfaction of Engineer-in-charge

15 HSR-21 Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED

21.93 WITH IS: 12592 including setting the same to correct lines and levels in 1 :3

cement sand mortar over manhole including carriage loading unloading

stacking handling re-handling etc. complete in all respects to the

satisfaction to the Engineer-in-charge.

21.93.1 Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening Each 8.00 1154.65 9237.00

16 HSR-21 Constructing brick masonry road gully chamber 110x50x77.5 cm with

22.207 bricks in cement mortar 1 :4 (1 cement : 4 coarse sand) including 500x450

mm precast R.C.C. horizontal grating with frame and vertical grating

complete as per standard design

22.207.1 With common burnt clay non-modular bricks of class designation 10.5. Each 10.00 5459.80 54598.00

17 HSR-21 Providing and fixing factory made precast RCC perforated drain Each 129.00 1026.06 132361.00

33.5 covers, having concrete of strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four Nos. longitudinal & 9 Nos. cross

sectional T.M.T. hoop bars, including providing 50 mm dia perforations @

100 to 125 mm c/c, including providing edge binding with M.S. flats of size

50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

18 HSR-21 Boring/drilling bore well of required dia for casing/ strainer pipe, by

33.6 suitable method prescribed in IS: 2800 (part I), including collecting samples

from different strata, preparing and submitting strata chart/ bore log,

including hire & running charges of all equipments, tools, plants &

machineries required for the job, all complete as per direction of Engineer-in-

charge, up to 90 metre depth below ground level.

33.6.1 All type of soil

33.6.1.1 300 mm dia. Rmt 180.00 510.80 91943.00

19 HSR-21 Boring/drilling bore well of required dia for casing/ strainer pipe, by

33.7 suitable method prescribed in IS: 2800 (part I), including collecting samples

from different strata, preparing and submitting strata chart/ bore log,

including hire & running charges of all equipments, tools, plants &

machineries required for the job, all complete as per direction of Engineer -

in-charge, beyond 90 metre & up to 150 metre depth below ground

level.

33.7.1 All type of soil

33.7.1.1 300 mm dia. Rmt 120.00 595.63 71476.00

20 HSR-21 Supplying, assembling, lowering and fixing in vertical position in bore

33.8 well, Unplasticised PVC medium well casing (CM) pipe of required dia,

conforming to IS: 12818, including required hire and labour charges, fittings

& accessories etc. all complete, for all depths, as per direction of Engineer -

in-charge.

33.8.3 200 mm dia. Rmt 200.00 919.79 183958.00

21 HSR-21 Supplying, assembling, lowering and fixing in vertical position in bore

33.9 well Unplasticised PVC medium well screen (RMS) pipes with ribs,

conforming to IS: 12818, including hire & labour charges, fittings &

accessories etc. all complete, for all depths, as per direction of Engineer-in-

charge.

33.9.3 200 mm dia. Rmt 100.00 979.62 97962.00

22 HSR-21 Supplying, filling, spreading & levelling stone boulders of size range 5 Cum 12.56 1039.45 13056.00

33.12 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts,

all complete as per direction of Engineer-incharge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23 HSR-21 Supplying, filling, spreading & levelling gravels of size range 5mm to 10 Cum 12.56 1039.45 13056.00

33.13 mm, in the recharge pit, over the existing layer of boulders, in required

thickness, for all leads & lifts, all complete as per direction of Engineer-in-

charge

24 HSR-21 Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm Cum 12.56 1039.45 13056.00

33.14 to 2 mm in recharge pit, in required thickness over gravel layer, for all leads

& lifts, all complete as per direction of Engineer -in-charge.

25 HSR-21 Gravel packing in tube well construction in accordance with IS: , Cum 11.78 1166.26 13733.00

33.15 including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of Engineer-in-

charge.

26 HSR-21 Providing and fixing suitable size threaded mild steel cap or spot welded

33.16 plate to the top of bore well housing/ casing pipe, removable as per

requirement, all complete for bore well of:

33.16.3 200 mm dia. Each 2.00 243.79 488.00

27 HSR-21 Providing and fixing suitable size threaded mild steel cap or spot welded

33.17 plate to the top of bore well housing/ casing pipe, removable as per

requirement, all complete for bore well of:

33.17.3 200 mm dia. Each 2.00 1358.25 2717.00

28 HSR-21 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom

33.18 of pipe assembly of tube well as per IS:2800 (part I).

33.18.3 200 mm dia. Each 2.00 258.97 518.00

29 HSR-21 Development of tube well in accordance with IS : 2800 (part I) and IS: Hour 48.00 1029.63 49422.00

33.19 11189, to establish maximum rate of usable water yield without sand

content (beyond permissible limit), with required capacity air compressor,

running the compressor for required time till well is fully developed,

measuring yield of well by "V'' notch method or any other approved method,

measuring static level & draw down etc. by step draw down method,

collecting water samples & getting tested in approved laboratory, i/c

disinfection of tube well, all complete, including hire & labour charges of air

compressor, tools & accessories etc., all as per requirement and direction of

Engineer-in-charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

TOTAL AMOUNT 1273128.00

TOTAL AMOUNT 1273128.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF PROPOSED TEACHING BLOCK - 3 AT CRSU, JIND, HARYANA

( WATER SUPPLY WITH SHALLOW TUBEWELL )

Sr. HSR No. Description of Item Unit Qty. Basic Amount

No. Rate

(A) SHALLOW TUBEWELL WORK - AS PER HSR 2021

1 HSR-21 Drilling of 250mm dia of bore through bokky type instrument complete

20.90 in all respect including charges for shifting of infrastructures as per IS Code

20.90.1 0 to 50m BGL Rmt 50.00 354.52 17726.00

20.90.2 51 to 75m BGL Rmt 10.00 404.53 4045.00

2 HSR-21 Providing and Lowering 225 mm outer dia UPVC pipe threaded Rmt 50.00 1264.49 63224.00

20.91 (10kg/CM2) duly ISi marked IS Code 12818:1992 complete in all respect as

per directions of Engineer-in-charge

3 HSR-21 Providing and lowering 225mm outer dia UPVC filter Jali (10 Kg/CM2) Rmt 10.00 121.45 1214.00

20.92 duly ISI marked IS Code 12818:1992 complete in all respect as per

directions of Engineer-in-charge

4 HSR-21 Providing and fixing 250 mm M.S. clamp as for suitable pipe with nut & Each 1.00 1518.10 1518.00

20.93 bolt complete in all respect as per directions of Engineer-in-charge

5 HSR-21 Providing and fixing UPVC cap for 225mm outer dia UPVC pipe Each 1.00 708.15 708.00

20.94 (10kg/cm2) duly ISi marked IS Code 12818:1992 complete in all respect as

per directions of Engineer-in-charge

6 HSR-21 Development of tube well with pump of suitable rating to that full Hour 24.00 1214.48 29148.00

20.95 satisfaction and as directed by the Engineer-in-charge.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

7 HSR-21 Supplying erection, testing of fully automatic electric control panel

20.114 board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14

gauge duly painted box type floor mounted made of angle Frame containing

1 no. fully automatic air brake starter suitable for Motor of the following

capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to

500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets of indicating lamp

capacitor of suitable capacity and 1 no. single phase preventers with the

timer switch including wiring in panel board and suitable electric energy

meter wiring in Electric Control Panel Board complete in all respect as per

specification given in Schedule No. II, Including MCB, suitable, Capacitor,

Wooden Box etc as per site requirement complete in all respect.

20.114.2 15 HP Motor Each 1.00 17392.96 17393.00

8 HSR-21 Supplying, erection, testing and commissioning of submersible

20.124 pumping sets as per BIS SPECIFICATION No. 8034-1989 (as amended upto

date for pumps) and IS 9283-1979 (as amended upto date for motor) the

pump motor sets should be capable of pumping clear fresh cold water

having characteristics as specified in Clause-4 of IS 8034-1989 and Clause

20.124.28 Flow rate - 450 LPM, Head - 90m, BHP - 15.00 (11 KW) Each 1.00 55787.50 55787.00

9 HSR-21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

22.87 having thermal 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.

22.87.7 62.50 mm nominal inner dia Pipes Rmt 100.00 1228.77 122877.00

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

22.98 quality (screwed end):

22.98.6 65 mm nominal bore Each 1.00 1265.38 1265.00

11 HSR-21 Supply and jointing three core submersible flat cables of approved make

24.5.1 with bare bunched copper conductor insulated and sheathed with PVC for

submersible pump motors /fountain lights etc with voltage grade 1100 volts

marked with IS:694, 1990 including cost of jointing, materials as well as

carriage, loading, unloading etc. complete in all respect up to the entire

satisfaction of Engineer- in-Charge.

24.5.1.5 Submersible Copper Cable 3 Core 10 sqmm Rmt 100.00 183.07 18307.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

TOTAL AMOUNT 333212.00

TOTAL AMOUNT 333212.00

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR CONSTRUCTION OF TEACHING BLOCK No 3 AT CRSU, JIND, HARYANA

[ FIRE ESCAPE SYSTEM i.e. Fire Doors, Signages etc. ]

Sr. Code No. Description of Item Unit Qty. Basic Amount

No. Rate w/o

(A) HSR ITEMS - 2021

1 HSR-21 Providing and fixing non load bearing fixed frame for fire resistant glazed Rmt 147.00 1213.59 178397

12.153 Partition for 120 minutes Fire Rating, made out to a profile of dimension 60mm

x 70 mm of 1.6 mm thick galvanised steel sheet as per test evidence suitable for

fixing fire rated glass for 120 minutes of both integrity & radiation control (EW120)

& minimum 20 minutes of insulation (El20).The profile has to be fixed to the

supporting construction by means of anchor fasteners of size M10 x 100, every 150

mm from the edges and every 500 mm (approx) c/c.

Linear measurement of frame shall be measured for payment. The frame shall be

filled with mineral wool insulation of density min 96kg/ m3 and finished with a

approved fire resistant primer or Powder coating of not less than 30 micron in

desired shade as per NBC 2016, IS 16231 (Part 3):2016 and directions of Engineer-

in- charge.

2 HSR-21 Providing and fixing glazing in fire resistant door shutters, fixed panels & Sqm 45.00 34022.41 1531008

12.154 partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating

not less than 120 grn/m2) of size 20 x 33 mm screwed with M4 x 38 mm SS screws

at distance 75 mm from the edges and 150 mm c/c , including applying a coat of

approved fire resistant primer/powder coating of not less than 30 micron on G.I.

beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per

NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with

glass of required thickness having 120 minutes of fire resistance both integrity &

radiation control (EW120) and minimum 20 minutes of insulation (El20). The

manufacturer have to give test report/certification of fire glass and the glass

should have the stamp showing the value of E, EW & El. The glass shall be tested

in approved NABL accredited lab or by any other accreditation body which operates

in accordance with 1$0/IEC 17011 and accredits labs as per ISOnEC 17025 for

testing and calibration scopes shall be eligible. The maximum glazing size shall not

be more than 1100x2200 mm (w x h) or 2.42 sqm.

TOTAL (A) ( HSR ITEMS) 1709405

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

(B) NON SCHEDULE ITEMS

4 NS INSULATED FIRE DOORS

FE-1 SITC of mimimum 46 mm thick insulated fire rated GI Sheet doors

conforming to FD 120-PI classification of IS 3614 :2021 with fire rating of

120 minutes integrity and 30 minutes insulation. The factory manufactured

door frame and shutter assembly shall be made out of minimum 1.20 mm thick GI

Sheet with minimum 120 GSM coating as per IS: 277. Door and frame should be

finished with powder coating in standard RAL shade finish having DFT of minimum

50 microns. The door should carry a minimum 500 Hrs of salt spray test. All

accressesories like hardware, vision panel, fire & smoke seal, silicon sealant &

Wool Insulation etc to be supplied by Fire door manufacturer only as per the

guidelines laid down in IS 3614:2021.Every door must carry a label confirming to

type of door & its fire rating. The door must carry a 5 years valid test evidence from

CBRI-Roorkee / NABL accrediated lab which operates in accordance with ISO/IEC

Door frame: Frame shall be single / double rebate grooved profile of size

minimum 150mm x 57mm made out of 1.60mm (16gauge) minimum thick

galvanized steel sheet. Frames shall be butt / mitered joint and field assembeled

with bolting system. Frames to have inbuilt grooved to accomodate and provided

with Intumuscent fire seal strip of size 10x4mm. The frame should also be provided

with EPDM seal to limit the spread of smoke vide clause no. 7.2.6 of IS code. All

provisions should be mortised & provided with necessary inbuilt reinforcement to

receieve appropriate hardware. Frames should be provided with back plate bracket

for anchor fastner with 10 mm dia and minimum 100 mm long HDG fasteners,

with Polyamide sleeves for installation of frame in finished plastered masonary wall

opening. The gap between wall & Door Frame is filled by using Silicone sealant and

Wool Insulation on both Side of the door.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

Door Shutter : Door leaf should be minimum 46mm thick fully flush double

skin door. Door leaf must be manufactured from minimum 1.2mm(18gauge)

thick galvanised steel sheet. The infill material shall be mineral wool of

minimum density 100 kg/cum. All doors shall be factory prepped for receiving

appropriate hardware and provided with necessary reinforcement for hinges, locks,

and door closers. The edges should be interlocked with a bending radius of 1.4mm.

For double leaf doors integrated astragals has to be provided on the meeting stile

for both active and inactive leaf. The shutters shall be mounted to the frame with

SS 304 grade ball bearing type hinges of minimum size 100x 75x3 mm alongwith

all suitable hardware mentioned below. Vision panel size 200x300 mm or 150 x

400mm(max area 0.06sqm) wherever applicable should be provided with single

layered clear fire rated glass panes as per guidelines laid down under IS 3614 :

2021 vide clause no. 7.2.7 table no. 2 with a clipon arrangement.The glass will be

provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm

width all around on either face. Every Glass pane must carry a permanent marking

of its glass manufacturer . The glass for vision panel should be minimum 6mm

clear fire rated glass of approved make & of 120 minutes fire rating all complete as

per the specifications and directions of Engineer-In-Charge.

1.1 Size of Door - 1200mm x 2300mm ( Single leaf Shutter ) Sqm 71.76 12638.00 906903

Hardware and Accessories: SS Ball Bearing Hinges - 5 Nos, Anchor Fastner

M10x80mm - 10 Nos, 6mm fire rated Vision glass of size: 200 x 300mm - 1 Nos.

1.2 Size of Door - 1800mm x 2300mm ( Double Leaf Shutter ) Sqm 103.50 12883.00 1333391

Hardware and Accessories: SS Ball Bearing Hinges - 10 Nos, Anchor Fastner

M10x80mm - 11 Nos, 6mm fire rated Vision glass of size: 200 x 300mm - 2 Nos.

5 NS NON-INSULATED FIRE DOORS

FE-2 SITC of mimimum 46 mm thick non-insulated fire rated GI Sheet doors

conforming to FD 120-PI classification of IS 3614 :2021 with fire rating of

120 minutes integrity. The factory manufactured door frame and shutter

assembly shall be made out of minimum 1.20 mm thick GI Sheet with minimum

120 GSM coating as per IS: 277. Door and frame should be finished with powder

coating in standard RAL shade finish having DFT of minimum 50 microns. The

door should carry a minimum 500 Hrs of salt spray test. All accressesories like

hardware, vision panel, silicon sealant & Honeycomb Paper Infill etc to be supplied

by Fire door manufacturer only as per the guidelines laid down in IS

3614:2021.Every door must carry a label confirming to type of door & its fire

rating. The door must carry a 5 years valid test evidence from CBRI-Roorkee /

NABL accrediated lab which operates in accordance with ISO/IEC 17025.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

Door frame: Frame shall be single / double rebate grooved profile of size

minimum 143mm x 57mm made out of 1.60mm (16gauge) minimum thick

galvanized steel sheet. Frames shall be butt / mitered joint and field assembeled

with bolting system. Frames to have inbuilt grooved to accomodate and provided

with Intumuscent fire seal strip of size 10x4mm. The frame should also be provided

with EPDM seal to limit the spread of smoke vide clause no. 7.2.6 of IS code. All

provisions should be mortised & provided with necessary inbuilt reinforcement to

receieve appropriate hardware. Frames should be provided with back plate bracket

for anchor fastner with 10 mm dia and minimum 100 mm long HDG fasteners,

with Polyamide sleeves for installation of frame in finished plastered masonary wall

opening. The gap between wall & Door Frame is filled by using Silicone sealant and

Wool Insulation on both Side of the door.

Door Shutter : Door leaf should be minimum 46mm thick fully flush double

skin door. Door leaf must be manufactured from minimum 1.2mm(18gauge)

thick galvanised steel sheet. The infill material shall be Honeycomb paper. All

doors shall be factory prepped for receiving appropriate hardware and provided

with necessary reinforcement for hinges, locks, and door closers. The edges should

be interlocked with a bending radius of 1.4mm. For double leaf doors integrated

astragals has to be provided on the meeting stile for both active and inactive leaf.

The shutters shall be mounted to the frame with SS 304 grade ball bearing type

hinges of minimum size 100x 75x3 mm alongwith all suitable hardware mentioned

below. Vision panel size 200x300 mm or 150 x 400mm(max area 0.06sqm)

wherever applicable should be provided with single layered clear fire rated glass

panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table

no. 2 with a clipon arrangement.The glass will be provided with fire rated ceramic

tape of min. 2 mm thickness with min. 15mm width all around on either face.

Every Glass pane must carry a permanent marking of its glass manufacturer . The

glass for vision panel should be minimum 6mm clear fire rated glass of approved

make & of 120 minutes fire rating all complete as per the specifications and

directions of Engineer-In-Charge.

2.1 Size of Door - 900mm x 2300mm ( Single leaf Shutter ) Each 49.68 9822.00 487957

Hardware and Accessories: SS Ball Bearing Hinges - 5 Nos, Anchor Fastner

M10x80mm - 10 Nos, 6mm fire rated Vision glass of size: 200 x 300mm - 1 Nos.

6 NS Supplying and fixing of 120 minutes fire rated CBRI tested as per Each 76.00 3283.00 249508

FE-3 IS:3614:2021 stainless steel 304 grade Door closer having rack & pinion

mechanism, all complete in all respects.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

7 NS Supplying and fixing of 120 minutes fire rated CBRI tested as per Set 24.00 4020.00 96480

FE-4 IS:3614:2021 stainless steel 304 grade D-Type Pull handle B2B of size

450mm long, 25mm dia and Mortise Dead Lock with 70mm long Euro profile

Cylinder with both side key operation all complete in all respects.

8 NS Supplying and fixing of 120 minutes fire rated CBRI tested as per Each 51.00 3454.00 176154

FE-5 IS:3614:2021 stainless steel 304 grade outside access device (Trim and

Lock) all complete in all respects.

9 NS Supplying and fixing of 120 minutes fire rated CBRI tested as per Each 26.00 3569.00 92794

FE-6 IS:3614:2021 stainless steel 304 grade push type panic bars on single leaf

door shutters all complete in all respects.

10 NS Supplying and fixing of 120 minutes fire rated CBRI tested as per Each 25.00 10106.00 252650

FE-7 IS:3614:2021 stainless steel 304 grade push type panic bars for double leaf

door shutters all complete in all respects.

11 NS Supply and fixing of Auto Glow Single Side LED EXIT Signages of size 12" x 6". Each 48.00 879.00 42192

FE-8 Battery Backup for auto glow is minimum 4 hours. The signage to be hanged from

the ceiling with the help of chain & hooks etc. complete in all respects.

12 NS Supply and fixing of Auto Glow Double Side LED EXIT Signages of size 12" x 6". Each 48.00 1193.00 57264

FE-9 Battery Backup for auto glow is minimum 4 hours. The signage to be hanged from

the ceiling with the help of chain & hooks etc. complete in all respects.

13 NS Fabrication, Supply and Fixing of Fire Evacuation signage board with coloured Each 96.00 1028.00 98688

FE-10 laser printing paper of size 594mm x 420 mm, plan fixed between transparent

Acrylic sheets of 3mm (front) and ply 6mm(back) with 25mm thick Wooden Cover

Moulding all around , complete with mechanically drilled and finished 04 holes

with steel studs (04 nos.) of atleast 2” size, including designing and colored printing

of Fire evacuation plan of suitable size on laser printing paper complete in all

respects.

14 NS Fabrication, Supply and Fixing of Fire Evacuation signage board with engraved Each 96.00 2855.00 274080

FE-11 Braile Language of size 594mm x 420 mm, with laser cut colour Acrylic sheets of

3mm thickness as per approved layout pasted on coloured Acrylic sheet 3mm

thickness, complete with mechanically drilled and finished 04 holes with steel

studs (04 nos.) of atleast 2” size, including designing of Fire evacuation plan of

suitable size complete in all respects.

TOTAL (B) ( NS ITEMS) 4068061

TOTAL AMOUNT ( A+B ) 5777466

TOTAL AMOUNT ( A+B ) 5777466

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR FURNITURE COMPONENT FOR PROPOSED TEACHING BLOCK - 3, CRSU

Sr. Rate w/o

Particulars of Items Unit Qty GST Amount

1 MOOT COURT

1.1 JURY TABLE - 7500 x 900 x 750mm Each 1 70626 70626

Providing and Fixing of Jury Table fabricated out of 19mm/ 12mm/

9mm thick commercial ply, with table top comprising 1mm thick open

pore wood grain laminate over 19mm thick commercial ply with Ivory

Coast wood edging made to shape as per drawing supported on 62mm

thick vertical supports comprising of Hard wood members 38x38mm

with 12mm thick Commercial ply on both sides finished with 1mm

thick open pore wood grain laminate as per colour scheme. Front face

of table shall be finished with 1mm thick laminate in 100mm strips

The edges of vertical support shall be lipped with 12mm thick Ivory

coast wood made to profile as per drawing & to be finished in French

Polish. All exposed edges shall be lipped with Ivory Coast wood lipping.

All exposed wood shall be French Polished after proper surface

preprartion as per manufacturer's specifications and to the entire

satisfaction of Engineer-in-charge / Architect complete in all respect

and to be manufactured strictly as per Drawing no. FR-02.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

1.2 CLERK TABLE - 1350 x 750 x 750mm(H) Each 2 17947 35894

Providing and placing of Clerk Table fabricated out of

19mm/12mm/9mm thick commercial ply, having 19 mm thick

commercial ply table top laminated with 1.0mm thick laminate and

4mm thick ivory coast wood lipping made to shape as per drawing &

shall be finished in French Polish with keyboard drawer made of

1.0mm thick laminate over 12mm thick commercial ply and white oak

wood edging made to shape. The drawers shall be fitted with drawer

slides, handles, locks etc., shutters shall be fitted with self closing

hinges, magnetic catchers, handles, locks of approved make. Storage

unit fabricated out of 19mm thick commercial ply finished with 0.8mm

thick laminate of approved make & shade on internal surfaces, all

exposed edges shall be lipped with ivory coast wood lipping. External

vertical surfaces of storage units as well as tables shall have 1.0mm

thick laminate, complete in all respect with accessories, all exposed

wooden/veneer work shall be finished in French Polish, complete in all

respects and to be manufactured strictly as per Drawing no. FR-02.

1.3 ADVOCATES TABLE - 3600 x 600 x 1050mm(H) Each 1 23977 23977

Providing and Fixing of Advocates Table fabricated out of 19mm/

12mm/9mm thick commercial ply, with table top comprising 1mm

thick open pore wood grain laminate over 19mm thick commercial ply

with Ivory Coast wood edging made to shape as per drawing supported

on 19mm thick commercial ply vertical supports finished both sides

with 1mm thick open pore wood grain laminate as per colour scheme.

Front face and edges of table shall be finished with 1mm thick

laminate in 100mm strips. All exposed edges shall be lipped with Ivory

coast wood lipping. All exposed wood shall be French Polished after

proper surface preprartion as per manufacturer's specifications and to

the entire satisfaction of Engineer-in-charge / Architect complete in all

respect and to be manufactured strictly as per Drawing no. FR-02.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

1.4 WITNESS BOX - 1200 x 1200 x 1350mm(H) Each 2 20263 40526

Providing and Fixing of Witness Box made of Ivory Coast wood Corner

Balustrades 75mm x 75mm, 50mm x 50mm Balusters, 50mm x 75mm

Handrail made to shape as per drawing & to be finished with French

Polish mounted on 150mm High wooden platform made of 18mm thick

Plywood mounted on 50mmx50mmx130mm high SS leveling feet. All

exposed wood shall be French Polished after proper surface preprartion

as per manufacturer's specifications and to the entire satisfaction of

Engineer-in-charge / Architect complete in all respect and to be

manufactured strictly as per Drawing no. FR-02.

1.5 SPECTATORS/STUDENTS SEATING

Providing and Fixing of Seating Bench comprising of Desk Top made of

25mm thick commercial board finished with 1mm thick open pore

wood grain laimnate on top and 0.8mm laminate on underside,, Seat

and Seat Back made of Ivory Coast wooden planks 25mm x 100mm

and 20mm x 50mm Ivory Coast wood edging made to shape as per

drawing fixed with screws of approriate length on Powder coated upto

40-60 microns MS frame made of MS Angle/ MS Hollow pipe made to

shape as per drawing fixed on floor with MS base plate. All exposed

wood shall be French Polished after proper surface preprartion as per

manufacturer's specifications and to the entire satisfaction of Engineer-

in-charge / Architect complete in all respect and to be manufactured

strictly as per Drawing no. FR-02.

(Note:-Contractor will show one full size sample and get approved

from Engineer-in-Charge.)

a 3600 mm (L) x 750 (B) x 900mm(H) Seating Bench Each 314 25858 8119412

b 3000 mm (L) x 750 (B) x 900mm(H) Seating Bench Each 10 22935 229350

c 2400 mm (L) x 750 (B) x 900mm(H) Seating Bench Each 10 17981 179810

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

1.6 SPECTATORS/STUDENTS SEATING [ FRONT ROW ]

Providing and Fixing of Front Row comprising of Desk Top made of

25mm thick commercial board finished with 1mm thick open pore

wood grain laimnate on top and 0.8mm laminate on underside, Front

made of Ivory Coast wood batten 25mm x 100mm and 20mm x 50mm

Ivory Coast edging made to shape as per drawing fixed with screws of

approriate length on Powder coated upto 40-60 microns MS frame

made of MS Angle/ MS Hollow pipe made to shape as per drawing on

floor with MS base plate. All exposed wood shall be French Polished

after proper surface preprartion as per manufacturer's specifications

and to the entire satisfaction of Engineer-in-charge / Architect

complete in all respect and to be manufactured strictly as per Drawing

(Note:-Contractor will show one full size sample and get approved

from Engineer-in-Charge.)

a 3600 mm (L) x 300 (B) x 900mm(H) Front Row Each 66 23240 1533840

b 3000 mm (L) x 300 (B) x 900mm(H) Front Row Each 43 20464 879952

c 2400 mm (L) x 300 (B) x 900mm(H) Front Row Each 109 16063 1750867

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

1.7 SPECTATORS/STUDENTS SEATING [ LAST ROW ]

Providing and Fixing of Last Row comprising of Desk Top made of

25mm thick commercial board finished with 1mm thick open pore

wood grain laimnate on top and 0.8mm laminate on underside, Front

made of Ivory Coast wood batten 25mm x 100mm and 20mm x 50mm

Ivory Coast edging made to shape as per drawing fixed with screws of

approriate length on Powder coated upto 40-60 microns MS frame

made of MS Angle/ MS Hollow pipe made to shape as per drawing on

floor with MS base plate. All exposed wood shall be French Polished

after proper surface preprartion as per manufacturer's specifications

and to the entire satisfaction of Engineer-in-charge / Architect

complete in all respect and to be manufactured strictly as per Drawing

(Note:-Contractor will show one full size sample and get approved

from Engineer-in-Charge.)

a 3600 mm (L) x 450 (B) x 900mm(H) Front Row Each 97 21904 2124688

b 3000 mm (L) x 450 (B) x 900mm(H) Front Row Each 12 19452 233424

c 2400 mm (L) x 450 (B) x 900mm(H) Front Row Each 109 16049 1749341

2 CONFERENCE ROOM

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

2.1 CONFERENCE TABLE - 14000 x 5750 x 750mm(H) Each 1 800000 800000

Providing and placing Conference table with table top fabricated out

of 25mm thick blockboard finished with 4mm thick decorative white oak

veneer finshed with PU Polish having Eight(8) - 8(2x) modules Pop-up

Type flush mounting boxes( Matt Aluminium finish) equipped with Arteor

socket outlet, with white oak edging made to shape as per drawing

and shall be supported on support pillars made out of Hard wood

members with white oak beading and with white oak skirting 19mm x

100mm made to shape to achieve proper geometry, all exposed

Wooden/Veneer work shall be finished in PU Polish, complete in all

respect to be manufactured strictly as per Drawing.

2.2 CU-01 - CONFERENCE UNITS - 1200 x 450 x 750mm(H) Each 4 18150 72600

Providing and placing Conference unit fabricated out of 18mm/ 12mm/

8mm/6mm thick commercial ply (confirming to IS 303), Shutters made of

18mm thick commercial ply complete in all respect as per drawing,

Storage unit consists of one(1) personal drawer and shuttered storage

below. Drawer consist of soft closing telescopic channel and shutters

shall be fitted with soft closing hinges, handles, magnetic catcher, locks,

etc.. Top and Front surfaces shall be finished with 1mm thick decorative

laminate, all internal surfaces shall be finished with 0.8mm thick laminate,

and all exposed edges shall be lipped with 1/4" thick wood lipping. All

exposed wood lippings shall be PU Polished after proper surface

preparation as per manufacturer's specification and Drawing.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

2.3 CH-01 - CHAIRPERSON's CHAIR Each 1 12850 12850

Providing & Placing High Back Chair The overall size of Chair shall be :

Total height 1170 to 1270 +/-5 mm, Back Width 425 mm at Top and

500mm at bottom, Seat Width 500 +/-5 mm, Seat Depth 470+/-5 mm and

Seat height 470mm to 570 mm +/-5mm range. And over all chair width

should be 600 +/-5mm and Overall chair depth should be 640 +/-5mm.

Seat should be made up of foam pre moulded at 55 kg/m3 density.

hardness of 25+ 3kgf at 50% deflection conforming to IS 3400. Seat shall

be upholstered Leatherette. Adjustable Lumbar Support full length of size

365 mm , 110 mm height and 25mm thickness in contoured form can

travel upto 50mm at the back made of molded PU to be provided. The

Chair should be provided with Self Calibrating Multilock Mechanism (Bio

Snchyro mechansim) that should adjust the tension of the back sensing

weight of the user. The mechanism shall allow 360 degree revolving

feature along with height adjustablility. One Way Adjustable Arms

(Height) to be provied with height adjustment button made of Delrin P

500. The mechansim shall possess seat to back recline ratio of 3:7. The

Gas Lift used shall be class 4. Nylon Base to be provied. Twin castors 50

mm dia with PA6 material. the axle pin shall be rust protected zinc

passivated. The base shall be 660 mm PCD (26 inches) five pronged

bases made up of PA6, 30% glass filled reinforced with bottom ribbing for

additional buttress and strength complete in all respects and to be

manufactured strictly as per design and Drawing.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

2.4 CH-02 - CONFERENCE CHAIR Each 65 7200 468000

Providing & Placing Visitor Chair The overall size of chair shall be Total

height : 955 mm, Back width : 500mm , Back height- 505 mm. Seat

width: 490 mm, Seat depth: 470 mm, Seat height: 470 mm. It is in a

Sledge base frame and has a special design fabricated with MS tube of

25.4mm diameter and 2.5 mm thickness conforming to IS – 4923. The

frame is welded by Co2 welding process conforming to IS 816:2019 and

ISO 9692 for a uniform finish. Upholstered with approved leatherette.

Black and Brown shades are available. Leatherette confirming to ASTM

D 3690, Abrasion - 50,000, and Colour fastness confirming to ISO 105

standards – 4 to 5. Foam: Cushion with pre moulded foam of 55 kg/m3

density in the shape of plywood. Hardness – 25 ± 3 kgf at 50% deflection.

Ply wood: 12 mm thick with 9 ply. It is hot-pressed ply - conforming to IS

303 complete in all respects and to be manufactured strictly as per

design and Drawing.

TOTAL AMOUNT 18325157

TOTAL AMOUNT 18325157

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST FOR ELECTRICAL INSTALLATION WORKS FOR TEACHING BLOCK -3, CSRU, JIND

Sr. H.S.R. ITEMS SCHEDULE

Description AMOUNT RS.

No. (w/o GST) ITEMS (w/o

1 Schedule-1 (E.I) HSR Items 1,90,26,897 1,90,26,897

2 Schedule-2 (Fans & Fittings) 2,01,53,746 2,01,53,746

3 Schedule-3 (LIFT) 1,04,99,527 1,04,99,527

4 Schedule-4 (HVAC SYSTEM) 16,52,160 3,93,81,878 4,10,34,038

5 Schedule-5 (LIGHTING ARRESTER SYSTEM) 5,87,513 5,87,513

6 Schedule-6 (FIRE ALARM SYSTEM & PA SYSTEM) 58,38,228 58,38,228

7 Schedule-7 (FIRE HYDRANT SYSTEM) 63,06,659 63,06,659

Total Rs 2,06,79,057 8,27,67,551 10,34,46,608

GRAND TOTAL RS. 10,34,46,608

GRAND TOTAL RS. 10,34,46,608

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

ABSTRACT OF COST - ELECTRICAL INSTALLATION WORKS FOR TEACHING BLOCK - 3, CSRU, JIND.

SCHEDULE NO.1 - HSR ITEMS ( ELECTRICAL INTERNAL)

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

1 HSR-21 Supplying, errection, testing of Exhaust fan (as per IS code 374) Each 115.00 1338.61 153940.00

20.72 having 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. Minimum Size of fan shall be 300 x 300 mm.

RUBBER MATTING

2 HSR-21 Providing and fixing of insulated robber matting suitable for 11 KV Each 6.00 1368.08 8208.00

20.84 each 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

Electric Panel For Terrace Pump

3 HSR-21 Supplying erection, testing of fully automatic electric control

20.114 panel board for Terrace Pump at Terrace consisting of MS sheet of

thickness 14 gauge duly painted box type floor mounted made of

angle Frame containing 1 no. fully automatic air brake starter

suitable for Motor of the following capacity, Main switch of suitable

range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp.

Meter of O to 100 amp. 3 sets of indicating lamp capacitor of suitable

capacity and 1 no. single phase preventers with the timer switch

including wiring in panel board and suitable electric energy meter

wiring in Electric Control Panel Board complete in all respect as per

specification Including MCB, suitable, Capacitor, MS Box etc as per

site requirement complete in all respect.

20.114.1 10 HP Motor Each 1.00 11594.71 11595.00

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

23.3.6 neutral wire and one single core for earth wire PVC insulated

Copper conductor cable 1100 Volts grade in PVC Conduit etc as

required.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23.3.6.1 1 run of Size 1.50 Sqmm(1/1.40mm) Rmt 11940.00 87.51 1044917.00

(For Sub Mains SB to SB 406-200 (206 x 40)=8240 + CCTV 2000 +

PA 1500 + video Conferencing 100+ Misc Jobs100 =11940 )

23.3.6.2 1 run of Size 2.50 Sqmm(1.1.80mm) Rmt 12500.00 112.52 1406475.00

(For Sub Main DB to SB with Plug (200 x 40 + Wiring of UPS

computer points 3 on one circuit 200 x 20= 8000 +4000 + Misc

Jobs500 = 12500 Mtr)

23.3.6.3 1 run of Size 4 Sqmm(1/2.24mm) ( For Eathing Jobs) Rmt 1000.00 143.77 143773.00

23.3.6.4 1 run of Size 6 Sqmm(1/2.80mm) (For Eathings Jobs) Rmt 1000.00 172.35 172349.00

23.3.6.5 1 run of Size 10 Sqmm(1/3.50 mm) Rmt 1800.00 345.59 622064.00

(24x2x25+12x1x25=1200+300( Sub Mains to 8 Way horizontal DB's

for Lighting, Power & UPS 12No two runs)+ Misc

5 HSR-21 COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT

23.4.1 Wiring for Light/Fan/call bell point with modular type

switch/socket and GI box, 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 Each 3000.00 709.94 2129805.00

(ceiling fan428+Ex fan 131+1x18W Tube lights 323 +2X2 Lights952

+ Wall Lights554+ Mirror lights 97 + Call Bell 24+ Bulk head

lights24+40w DoubleTube Light 508+ Downlightr 162=3203-

6 HSR-21 Wiring for Twin control light point with 2 nos , 2-ways, 5 amp.

23.4.2 Modular switch GI box and modular face plate in 1.5 sqmm FRLS

PVC insulated copper conductor cable in 1.6 mm thick PVC conduit

23.4.2.3 Group C ( In four stairs) Each 24.00 921.58 22118.00

7 HSR-21 Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC

23.4.3 insulated copper conductor cable in 1.6 mm thick PVC conduit pipe,

without separate control switch.

23.4.3.3 Group C Each 203.00 325.95 66167.00

( Without Seprate Switch) (3203-3000=203)

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

8 HSR-21 Wiring in PVC conduit system for 3-pin 5amp. Plug point by using

23.4.4 2 no 1.5 sqmm FRLS 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 Each 300.00 934.97 280491.00

(for Light Plugs =300)

9 HSR-21 Wiring in PVC conduit system for 3-pin 15amp. Plug point by

23.4.5 using 2 no 4 sqmm FRLS 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 Each 620.00 1292.17 801146.00

(for VRV AC Points =117 + Power Plugs 503 = 620)

10 HSR-21 Supply and erection of PVC CONDUIT ISI marked (Medium)

23.7.6 recessed in wall /ceiling 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

23.7.6.1 PVC pipe of 20 mm dia. Rmt 100.00 25.90 2590.00

23.7.6.2 PVC pipe of 25 mm dia. Rmt 11960.00 32.15 384490.00

( For Misc Jobs like PA 36 x 40 + CCTV System 150 x 40 + EPABX

108 x 40+VC & Conferencing 200= 1440+6000+4320+200=11960)

23.7.6.3 PVC pipe of 32 mm dia.(For Supply Cables) Rmt 150.00 44.65 6698.00

23.7.6.4 PVC pipe of 40 mm dia.(For Supply Cables) Rmt 150.00 57.15 8573.00

11 HSR-21 FITTING AND ACCESSORIES

23.8.1 Providing and fixing Piano type accessories of approved make in

existing box and Bakelite sheet including fixing and making

necessary connections, complete in all respect.

23.8.1.5 Ceiling rose flush/surface type (For Ex fans) Each 131.00 17.86 2340.00

23.8.1.6 Call bell 220/230 volts musical type Each 24.00 90.19 2165.00

23.8.1.12 Bakelite angle/straight button holder large size.(For Bracket Each 554.00 45.54 25231.00

Lights=554)

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

12 HSR-21 Supply and erection of suitable MS/GI Box covered with 5 mm

23.8.3 thick Bakelite sheet as below

23.8.3.1 75 mm x 75 mm x 60 mm deep M.S. box for telephone and inter- Each 12.00 68.76 825.00

communication system

13 HSR-21 Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm Each 428.00 94.66 40514.00

23.8.4 dia 30 cm long M.S. 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. .

14 HSR-21 Providing and fixing GI concealed sheet metal boxes with inner

23.8.10 and outer face 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 & LAN Each 299.00 92.87 27769.00

Points(108+191=299)

23.8.10.2 3 Modules(For Misc Jobs) Each 20.00 126.81 2536.00

23.8.10.3 4 Modules(For Misc Jobs) Each 20.00 140.20 2804.00

23.8.10.4 6 Modules(For Misc Jobs) Each 20.00 185.74 3715.00

23.8.10.5 8 Modules( For USB Charger Computer points 191 +9 Misc Jobs) Each 200.00 233.07 46615.00

23.8.10.6 12 Modules(For Misc Jobs) Each 5.00 282.19 1411.00

15 HSR-21 Providing and fixing modular type accessories of approved make

23.8.11 in existing box including fixing and making necessary connections,

complete in all respect.

23.8.11.1 5 amp 1 way switch (for plug on SB 432 =432) Each 432.00 41.08 17746.00

23.8.11.2 5 amp 2 way switch Each 24.00 74.12 1779.00

23.8.11.3 15 amp 1 way switch (For Computer points 191+ Misc 9=200) Each 200.00 82.16 16431.00

23.8.11.4 5 amp Socket ( Plug on SB 432+ 3x200 for computer points=1032) Each 1032.00 82.16 84785.00

23.8.11.5 15 amp 6 pin Socket ( Misc Job 10=10) Each 10.00 124.13 1241.00

23.8.11.6 Bell Push Each 30.00 76.80 2304.00

23.8.11.7 Step type Fan Regulator 2 modules 300 watt Each 428.00 257.18 110075.00

23.8.11.8 Telephone Socket outlet modular type Each 108.00 75.01 8101.00

23.8.11.9 TV Socket outlet modular type Each 2.00 75.01 150.00

23.8.11.10 Blanking plate Each 50.00 17.86 893.00

23.8.11.11 RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Each 200.00 303.62 60724.00

Modular type(t be provided with Computer Points) (computer points

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23.8.11.12 USB Charger, 1000mA, 5V, 1 Module Each 200.00 303.62 60724.00

( For Non residential use only) (computer points 191+ Misc 9=200)

23.8.11.13 32A D.P. Main Switch With Key Ring Tag 2 Module Each 120.00 327.73 39328.00

( For AC Points 117+3=120 )

16 HSR-21 Supply and Fixing 3 mm thick Bakelite sheet cover on existing Each 50.00 8.04 402.00

23.8.12 MS/PVC junction box/tee etc including fixing with brass screws and

washers.

17 HSR-21 Supplying,installation,testing and commissioning of Passive Each 50.00 3686.30 184315.00

23.8.13 lnfrared(PIR) based occupancy sensor , non regulating

programmable type, suitable for connected load up to 1 OAmp , for

mounting height up to 2.8 metre and for 5 m diameter coverage area

along with necessary fixing arrangements i/c programming at site

etc. complete as required.

18 HSR-21 Erection of exhaust fan in existing opening ,complete with Each 131.00 108.95 14272.00

23.9 necessary earthling of fan including carriage from PWD store to the

site of work.

19 HSR-21 Making suitable hole in the wall suitable for exhaust fan up to 450 Each 131.00 381.31 49952.00

23.11 mm sweep 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

20 HSR-21 Providing and fixing outdoor duty Ply of 12 mm thick frame Each 131.00 256.29 33574.00

23.12 suitable for exhaust fan up to 450 mm sweep etc complete as

required

21 HSR-21 Supply and erection of sheet steel enclosures 1 pole/2 pole/4

23.22.3 pole on wall on existing pedestal complete as required

23.22.3.2 S.P.N. or DP enclosure suitable for DP MCB( AC Indoor Units) Each 120.00 356.31 42757.00

23.22.3.3 TPN enclosure suitable for TP , TPN or FP MCB( For UPS incoming & Each 4.00 414.35 1657.00

Outgoing)

22 HSR-21 Supply and erection of double door sheet steel enclosure

23.22.4 distribution board suitable 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.

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23.22.4.3 SPN DB Double Door12 way ( 4 incoming and 8 outgoing)( For UPS Each 12.00 1705.63 20468.00

supply distribution at each floor)

23.22.4.5 TPN DB Horizontal type Double Door 4 way ( 8 incoming 3 phase * 8 Each 2.00 2706.68 5413.00

outgoing ) (2No for Misc Supply distrbution )

23.22.4.7 TPN DB Horizontal type Double Door 8 way ( 8 incoming 3 phase * 8 Each 24.00 3957.78 94987.00

outgoing ) ( For Lighting & Power DB'S)

23.22.4.9 Vertical TPN DB Double Door 4 way ( 8 incoming and Each 2.00 6087.58 12175.00

3phase *4 outgoing) (For UPS Supply Distribution )

23 HSR-21 Supply and erection of miniature circuit Breaker 240/415 V in

23.22.5 the existing distribution board including making necessary

connections:-

23.22.5.1 6 amp. to 32 amp single pole. Each 696.00 144.67 100688.00

(For 8way TPN for Lighting & Pwoer TPN Horizontal DB's+For 12

way SPN SB,s+4Way TPN DB.s (24x24+12x8+12x2=696)

23.22.5.4 40 amp. to 63 amp double pole. Each 24.00 676.89 16245.00

( For 4 way TPN VDB out goings for UPS Supply+For incoming of 8

way SPN DB,s)=2x6+1x12 =24

23.22.5.8 40 amp. to 63 amp. MCB's Four Pole. Each 32.00 1291.28 41321.00

(For 4way VDB incoming 2No + Incoming for 8way HDB 24No+TPN

MCB Box For UPS incoming & outgoings 4No + 4 way TPN

24 HSR-21 Supply and erection double pole/Four pole Residual

23.22.6 (RCCB/ELCB) on 240/415V, 5Hz. 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 work.

23.22.6.2 DP RCCB 30ma sensitivity , 40 A( For 12way SPN UPS DB incomings Each 12.00 1669.91 20039.00

23.22.6.5 FP RCCB 30ma sensitivity, 40 A(For UPS TPN DB,s incoming =2) Each 2.00 1958.35 3917.00

23.22.6.6 FP RCCB 30ma sensitivity, 63 A(For Power & Lighting DB,s Each 24.00 2244.11 53859.00

incoming =24)

25 HSR-21 MISCELLANEOUS

BACHITTER SINGH ASSOCIATES Digitally signed by ANKIT

SHARMA

Date: 2026.03.30 17:48:43 IST

23.23.5 Supply and erection of U- PVC Trunking/Channel of following

size including cost of fixing on wall, floor and ceiling etc. with

required material complete the job in all respect up to entire

satisfaction of the Engineer-in-charge of work.

23.23.5.1 25x 12 mm Rmt 200.00 21.43 4286.00

23.23.5.2 38x 12 mm Rmt 200.00 25.00 5001.00

23.23.5.3 38x 25 mm Rmt 200.00 46.44 9287.00

23.23.5.4 50x 50 mm Rmt 200.00 75.91 15181.00

26 23.23.6 Supply and erection of MS cable tray , duly pained as required

including erection of 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 Rmt 300.00 231.29 69386.00

23.23.6.2 MS perforated cable tray painted with powder coating 200 X 50 Rmt 300.00 350.95 105285.00

23.23.6.3 MS perforated cable tray painted with powder coating 375X50 Rmt 500.00 397.39 198695.00

27 23.23.8 Supply and laying of multicore telephone cable conductor size

0.51 mm bright 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.