Construction of Boundary Wall and Security Rooms at Dr. B. R. Ambedkar Institute of Rural Technology and Management, KVIC at Nashik

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of

Rural Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

SUMMARY SHEET CIVIL WORK (BOUNDARY WALL)

Amount As per DSR

S.No. Description Amount As per MR

1 SH:- BOUNDARY WALL

1a Dismantling work Rs. 7,48,750.00 Rs. 10,96,000.00

MASONARY WALL WITH GATE

1e PRECAST WALL WITH GATE PORTION Rs. 84,10,667.24 Rs. -

2 SECURITY CABIN-4 NO Rs. 54,58,648.42 Rs. -

3 SEPTIC TANK Rs. 10,75,862.14 Rs. -

TOTAL (DSR+MR) Rs. 12,28,13,666.00

Total Amount (Rs Twelve Crore Twenty-Eight Lakh Thirteen Thousand Six Hundred Sixty-Six Only)

Total Amount (Rs Twelve Crore Twenty-Eight Lakh Thirteen Thousand Six Hundred Sixty-Six Only)

Digitally signed by AMIT JAIN

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

A DISMANTLING WORKS

1.0 RA 2 Dismantling of barbed wire fencing/ wire mesh fencing including Meter 8000 ₹ 137.00 ₹ 10,96,000.00

posts, foundation concrete, back filling of pit by manual means

including disposal of dismantled material with all lifts and upto a lead

of 1000meters , staking serviceable material and unserviceable

material seperately.

2.0 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush Sqm 40000 ₹ 17.60 ₹ 7,04,000.00

wood, trees and saplings of girth up to 30 cm measured at a height

of 1 m above ground level and removal of rubbish up to a distance

of 50m outside the periphery of the area cleared.

3.0 2.32 Clearing grass and removal of the rubbish up to a distance of 50 m Sqm 5000 ₹ 8.95 ₹ 44,750.00

outside the periphery of the area cleared.

TOTAL COST FOR DISMANTLING ₹ 18,44,750.00

B MASONARY WALL COMPOUND

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

3.0 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

5.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

7.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 3344.3514 ₹ 196.00 ₹ 6,55,492.87

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.

5 PLAIN CEMENT WORKS

8.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

9.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 376.887 ₹ 8,583.40 ₹ 32,34,971.88

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

10.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

11.0 5.33.1 All works up to plinth level

12.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 549.8856 ₹ 9,504.75 ₹ 52,26,525.16

13.0 5.33.2 All works above plinth level upto floor V level

14.0 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg cum 691.9551 ₹ 9,860.40 ₹ 68,22,954.07

15.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

16.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 52470.216 ₹ 107.85 ₹ 56,58,912.80

17.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

18.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 71636.04 ₹ 107.85 ₹ 77,25,946.91

19.0 5.28 Providing and fixing in position 12 mm thick bitumen impregnated Cost per 6279 ₹ 655.75 ₹ 41,17,454.25

fibre board conforming to IS:1838, including cost of primer,sealing cm depth

compound Grade-A in expansion joints per 100 m

20.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

21.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 1587.72 ₹ 392.15 ₹ 6,22,624.40

22.0 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 3749.22 ₹ 736.40 ₹ 27,60,925.61

23.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 5706.36 ₹ 961.30 ₹ 54,85,523.87

24.0 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

25.0 6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 1277.2107 ₹ 9,105.95 ₹ 1,16,30,216.77

STRUCTURAL STEEL WORKS

26.0 10.1 Structural steel work in single section, fixed with or without Kg 6763.3335 ₹ 117.35 ₹ 7,93,677.19

connecting plate, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

FINISHING WORKS

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

27.0 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement Sqm 15668.91 ₹ 537.45 ₹ 84,21,255.68

plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick

cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with

28.0 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

29.0 13.47.1 New work (Two or more coats applied @ 1.43 ltr/1O sqm over and Sqm 17409.9 ₹ 171.10 ₹ 29,78,833.89

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

30.0 13.52 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc.complete.

32.0 13.73 Forming groove of uniform size in the top layer of washed stone grit

plaster as per approved pattern using wooden battens, nailed to the

underlayer, including removal Of wooden battens, repair to the

edges Of panels and finishing the groove complete as per specif

ications and direction of the Engineer- charge:

34.0 16.53 Providing and fixing concertina coilfencing with punched tape RM 3930 ₹ 375.80 ₹ 14,76,894.00

concertina coil 600 mm dia. 10 m openable length (total length 90

m), having 50 nos. rounds per 6 m length, up to 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts

or G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in- charge, with reinforced barbed tape (R.B.T.)/ Spring

core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm

with tape (0.52 mm thick) and weight 43.478 gm/m (cost of M.S.

angle,C.C. blocks shall be paid separately).

35.0 RA 1 Providing and laying weep holes of 100 mm diameter PVC pipes as No 3275 ₹ 546.00 ₹ 17,88,150.00

per drawing for abutment returns, return walls etc. Complete.

TOTAL COST OF MASONRY COMPOUND WALL ₹ 7,12,81,135.97

C MASONARY WALL COMPOUND WALL WITH GATE

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

3.0 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

5.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

7.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 62.1024 ₹ 196.00 ₹ 12,172.07

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.

5 PLAIN CEMENT WORKS

8.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

9.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 5.2896 ₹ 8,583.40 ₹ 45,402.75

10.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

11.0 5.33.1 All works up to plinth level

12.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 8.3952 ₹ 9,504.75 ₹ 79,794.28

13.0 5.33.2 All works above plinth level upto floor V level

14.0 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg cum 9.53334 ₹ 9,860.40 ₹ 94,002.55

15.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

16.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 862.272 ₹ 107.85 ₹ 92,996.04

17.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

18.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 983.142 ₹ 107.85 ₹ 1,06,031.86

19.0 5.28 Providing and fixing in position 12 mm thick bitumen impregnated Cost per 92 ₹ 655.75 ₹ 60,329.00

fibre board conforming to IS:1838, including cost of primer,sealing cm depth

compound Grade-A in expansion joints per 100 m

20.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

21.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 24.24 ₹ 392.15 ₹ 9,505.72

22.0 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 45.792 ₹ 736.40 ₹ 33,721.23

23.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 87.12 ₹ 961.30 ₹ 83,748.46

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

24.0 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

25.0 6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 15.59952 ₹ 9,105.95 ₹ 1,42,048.45

STRUCTURAL STEEL WORKS

26.0 10.1 Structural steel work in single section, fixed with or without Kg 102.9336 ₹ 117.35 ₹ 12,079.26

connecting plate, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

27.0 10.25 Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

28.0 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and Kg 902.88 ₹ 172.60 ₹ 1,55,837.09

FINISHING WORKS

29.0 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement Sqm 212.64 ₹ 537.45 ₹ 1,14,283.37

plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick

cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with

30.0 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

31.0 13.47.1 New work (Two or more coats applied @ 1.43 ltr/1O sqm over and Sqm 212.64 ₹ 171.10 ₹ 36,382.70

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

32.0 13.52 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc.complete.

34.0 13.62 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

35.0 13.62.1 Two or more coats on new work over an under coat of suitable Sqm 51.84 ₹ 226.25 ₹ 11,728.80

shade with ordinary paint of approved brand and manufacture

36.0 13.73 Forming groove of uniform size in the top layer of washed stone grit

plaster as per approved pattern using wooden battens, nailed to the

underlayer, including removal Of wooden battens, repair to the

edges Of panels and finishing the groove complete as per specif

ications and direction of the Engineer- charge:

37.0 13.73.1 15 mm wide and 15 mm deep groove Rmt 184 ₹ 75.15 ₹ 13,827.60

38.0 16.53 Providing and fixing concertina coilfencing with punched tape RM 60 ₹ 375.80 ₹ 22,548.00

concertina coil 600 mm dia. 10 m openable length (total length 90

m), having 50 nos. rounds per 6 m length, up to 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts

or G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in- charge, with reinforced barbed tape (R.B.T.)/ Spring

core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm

with tape (0.52 mm thick) and weight 43.478 gm/m (cost of M.S.

angle,C.C. blocks shall be paid separately).

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

39.0 RA 1 Providing and laying weep holes of 100 mm diameter PVC pipes as No 34 ₹ 546.00 ₹ 18,564.00

per drawing for abutment returns, return walls etc. Complete.

TOTAL COST OF MASONRY COMPOUND WALL WITH GATE ₹ 11,59,575.48

D PRECAST WALL PANEL COMPOUND WALL

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

3.0 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

5.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

7.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 2748.28175 ₹ 196.00 ₹ 5,38,663.22

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.

5 PLAIN CEMENT WORKS

8.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

9.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 302.97025 ₹ 8,583.40 ₹ 26,00,514.84

10.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

11.0 5.33.1 All works up to plinth level

12.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 421.39425 ₹ 9,504.75 ₹ 40,05,247.00

13.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

14.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 37437.18 ₹ 107.85 ₹ 40,37,599.86

15.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

16.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 1214.37 ₹ 392.15 ₹ 4,76,215.20

17.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2593.8 ₹ 961.30 ₹ 24,93,419.94

STRUCTURAL STEEL WORKS

18.0 10.1 Structural steel work in single section, fixed with or without Kg 6742.1508 ₹ 117.35 ₹ 7,91,191.40

connecting plate, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

FINISHING WORKS

19.0 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

20.0 13.47.1 New work (Two or more coats applied @ 1.43 ltr/1O sqm over and Sqm 17409.9 ₹ 171.10 ₹ 29,78,833.89

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

21.0 13.52 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc.complete.

23.0 16.53 Providing and fixing concertina coilfencing with punched tape RM 3930 ₹ 375.80 ₹ 14,76,894.00

concertina coil 600 mm dia. 10 m openable length (total length 90

m), having 50 nos. rounds per 6 m length, up to 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts

or G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in- charge, with reinforced barbed tape (R.B.T.)/ Spring

core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm

with tape (0.52 mm thick) and weight 43.478 gm/m (cost of M.S.

angle,C.C. blocks shall be paid separately).

24.0 26.74 Fabrication and manufacturing of solid precast concrete element

with provisions of shear keys, connecting loops, dowel tubes and

proper lifting accessories for walls, beams, slabs, stairs, column etc,

of various thickness, shape and size of different concrete grades

manufactured in controlled factory environment with approved

methodology including moulds (Pallet system, Tilts form, table

moulds, battery moulds, vertical moulds, beam moulds, column

moulds, staircase moulds, Facade mould, etc.), mixing, transporting

and placing of concrete, vibrating, curing, finishing, making

necessary cutout/holes of required sizes for services, yard handling

& stacking all complete as per IS 11447:1985 and as per approved

shop drawings and design mix as per the direction of Engineer-in-

Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing

inserts will be paid separately).

25.0 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 525.834 ₹ 20,928.70 ₹ 1,10,05,022.04

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

26.0 26.77 Erection & Installation of Precast/Prestressed Concrete elements in

correct & final position with proper line level and plumb at site

making all arrangements (i.e cranes, push-pull jacks & all another T

& P for lifting Placing & Alignment of elements, within erection

tolerance as per IS 15916 as per approved shop drawings and all

complete as per the direction of Engineer-in-Charge but excluding

the cost of sim pads, non shrink grout and steel works i.e hangers.

All work up to fifth floor.

27.0 26.77.3 Solid concrete wall elements Cum 525.834 ₹ 2,720.30 ₹ 14,30,426.23

28.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

29.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 9776.268 ₹ 107.85 ₹ 10,54,370.50

TOTAL COST OF PRECAST PANEL COMPOUND WALL ₹ 3,35,83,025.98

E PRECAST WALL PANEL COMPOUND WALL WITH GATE

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

3.0 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

5.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

7.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 41.4941 ₹ 196.00 ₹ 8,132.84

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.

5 PLAIN CEMENT WORKS

8.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

9.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 4.1611 ₹ 8,583.40 ₹ 35,716.39

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

10.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

11.0 5.33.1 All works up to plinth level

12.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 6.4335 ₹ 9,504.75 ₹ 61,148.81

13.0 5.33.2 All works above plinth level upto floor V level

14.0 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg cum 1.2996 ₹ 9,860.40 ₹ 12,814.58

15.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

16.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 571.56 ₹ 107.85 ₹ 61,642.75

17.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

18.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 71636.04 ₹ 107.85 ₹ 77,25,946.91

19.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

20.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 18.54 ₹ 392.15 ₹ 7,270.46

21.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 54.72 ₹ 961.30 ₹ 52,602.34

STRUCTURAL STEEL WORKS

22.0 10.1 Structural steel work in single section, fixed with or without Kg 102.9336 ₹ 117.35 ₹ 12,079.26

connecting plate, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

23.0 10.25 Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required.

24.0 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and Kg 902.88 ₹ 172.60 ₹ 1,55,837.09

FINISHING WORKS

25.0 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

26.0 13.47.1 New work (Two or more coats applied @ 1.43 ltr/1O sqm over and Sqm 239.22 ₹ 171.10 ₹ 40,930.54

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

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

27.0 13.52 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc.complete.

29.0 16.53 Providing and fixing concertina coilfencing with punched tape RM 60 ₹ 375.80 ₹ 22,548.00

concertina coil 600 mm dia. 10 m openable length (total length 90

m), having 50 nos. rounds per 6 m length, up to 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts

or G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in- charge, with reinforced barbed tape (R.B.T.)/ Spring

core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm

with tape (0.52 mm thick) and weight 43.478 gm/m (cost of M.S.

angle,C.C. blocks shall be paid separately).

30.0 26.74 Fabrication and manufacturing of solid precast concrete element

with provisions of shear keys, connecting loops, dowel tubes and

proper lifting accessories for walls, beams, slabs, stairs, column etc,

of various thickness, shape and size of different concrete grades

manufactured in controlled factory environment with approved

methodology including moulds (Pallet system, Tilts form, table

moulds, battery moulds, vertical moulds, beam moulds, column

moulds, staircase moulds, Facade mould, etc.), mixing, transporting

and placing of concrete, vibrating, curing, finishing, making

necessary cutout/holes of required sizes for services, yard handling

& stacking all complete as per IS 11447:1985 and as per approved

shop drawings and design mix as per the direction of Engineer-in-

Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing

inserts will be paid separately).

31.0 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 8.028 ₹ 20,928.70 ₹ 1,68,015.60

32.0 26.77 Erection & Installation of Precast/Prestressed Concrete elements in

correct & final position with proper line level and plumb at site

making all arrangements (i.e cranes, push-pull jacks & all another T

& P for lifting Placing & Alignment of elements, within erection

tolerance as per IS 15916 as per approved shop drawings and all

complete as per the direction of Engineer-in-Charge but excluding

the cost of sim pads, non shrink grout and steel works i.e hangers.

All work up to fifth floor.

33.0 26.77.3 Solid concrete wall elements Cum 8.028 ₹ 2,720.30 ₹ 21,838.57

34.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

35.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 126.648 ₹ 107.85 ₹ 13,658.99

TOTAL COST OF PRECAST PANEL COMPOUND WALL WITH GATE ₹ 84,10,667.24

F SECUIRTY CABIN ( 4NOS)

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

3.0 2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

5.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

7.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 53.4021 ₹ 196.00 ₹ 10,466.81

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.

8.0 5 PLAIN CEMENT WORKS

9.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

10.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 13.5141 ₹ 8,583.40 ₹ 1,15,996.93

11.0 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 Sqm 93.6 ₹ 749.30 ₹ 70,134.48

cement : 3 coarse sand derived from natural sources : 6 graded

stone aggregate 20 mm nominal size derived from natural sources)

over 75mm thick bed of dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted with fine sand, including

necessary excavation leveling and dressing and finishing the top

12.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

13.0 5.33.1 All works up to plinth level

14.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 12.6783 ₹ 9,504.75 ₹ 1,20,504.07

15.0 5.33.2 All works above plinth level upto floor V level

16.0 5.33.1.2 Concrete of M30 grade with minimm cement content of 350 kg /Cum cum 36.0651 ₹ 9,655.70 ₹ 3,48,233.79

17.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

18.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 1415.556 ₹ 107.85 ₹ 1,52,667.71

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

19.0 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

20.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 4521.231 ₹ 107.85 ₹ 4,87,614.76

21.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

22.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 5.76 ₹ 392.15 ₹ 2,258.78

23.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 98.88 ₹ 961.30 ₹ 95,053.34

24.0 5.9.20 Suspended floors, roofs, landings, balconies and access platform Sqm 187.68 ₹ 1,028.40 ₹ 1,93,010.11

with water proof ply 12 mm thic

25.0 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 137.4963 ₹ 841.95 ₹ 1,15,765.01

with water proof ply 12 mm thick

26.0 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

27.0 6.4.1 Cement mortar 1:4 (1 cement: 4 coarse sand) cum 38.502815 ₹ 9,344.35 ₹ 3,59,783.78

28.0 13.1 12 mm cement plaster of mix :

30.0 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement Sqm 265.3688 ₹ 518.55 ₹ 1,37,606.99

plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm

thick cement plaster 1:6 (1 cement: 6 fine sand).

31.0 13.16 6 mm cement plaster of mix :

33.0 13.21 Extra for providing and mixing water proofing material in cement bag of 50 33.22417376 ₹ 22.10 ₹ 734.25

plaster work in proportion recommended by the manufacturers. kg of

34.0 13.80 Providing and applying white cement based putty of average Sqm 243.5075 ₹ 156.05 ₹ 37,999.35

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

35.0 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade

36.0 13.47.1 New work (Two or more coats applied @ 1.43 ltr/1O sqm over and Sqm 265.3688 ₹ 171.10 ₹ 45,404.60

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

37.0 13.83 Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50

grams/ litre. of approved brand and manufacture, including applying

additional coats wherever required to achieve even shade and

39.0 13.52 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc.complete.

41.0 13.56 Painting (two or more coats) on rain water, soil, waste and vent

pipes and fittings with synthetic enamel paint of approved brand and

manufacture and required colour over a priming coat of approved

steel primer on new work.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

43.0 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, facias and similar locations of required

size,approved shade, colour and texture laid over 20 mm thick base

cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edges to give

high gloss finish etc. complete at all levels.

44.0 8.2.2 Granite of any colour and shade

46.0 8.3 Providing edge moulding to 18 mm thick marble stone counters,

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

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

48.0 11.41A Providing and laying Vitrified tiles in floor in different sizes

(thickness to be specified by the manufacturer) with water

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

approved brand & manufacturer, in all colours and shade, laid on 20

mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with

grey cement slurry @3.3 kg/Sqmincluding grouting the joints with

white cement and matching pigments etc. The tiles must be cut with

the zero chipping diamond cutter only . Laying of tiles will be done

with the notch trowel, plier, wedge, clips of required thickness,

leveling system and rubber mallet for placing the tiles gently and

49.0 11.41A. Glazed vitrified floor tiles polished finish of size

51.0 11.41A. Glazed Vitrified tiles Matt/Antiskid finish of size

53.0 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be

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

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

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

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

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

matching pigments etc. complete.

55.0 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, 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-

57.0 11.26 Kota stone slab flooring over 20 mm (average) 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) :

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

59.0 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and Sqm 3.3 ₹ 2,354.70 ₹ 7,770.51

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.

60.0 8.31 Providing and fixing 1st quality ceramic glazed wall tiles conforming Sqm 47.94 ₹ 1,267.95 ₹ 60,785.52

to 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.

61.0 9.76 Providing and fixing bright finished brass 100 mm mortise latch and each 4 ₹ 854.65 ₹ 3,418.60

lock with 6 levers and a pair of lever handles of approved quality

with necessary screws etc.complete.

62.0 9.83 Providing and fixing aluminium die cast body tubular type universal each 12 ₹ 1,124.85 ₹ 13,498.20

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

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

with necessary accessories and screws etc. complete.

63.0 21 Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular sections/

appropriate Z sections and other sections of approved make

conforming to IS:733 and IS:1285, fixing with dash fasteners of

required diameter 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, and panelling to be paid for separately):

64.0 21.1.1 For fixed portion

65.0 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required Kg 151.488 ₹ 495.05 ₹ 74,994.13

shade according to IS:1868, Minimum anodic coating of grade AC

66.0 21.1.2 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)

67.0 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required Kg 55.44 ₹ 598.60 ₹ 33,186.38

shade according to IS:1868, Minimum anodic coating of grade AC

68.0 21.3 Providing and fixing glazing in aluminium door, window, ventilator

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

complete as per the architectural drawings and the directions of

engineer-in-charge:

69.0 21.3.2 With float glass panes of 5 mm thickness (weight not less than Sqm 9.36 ₹ 1,505.25 ₹ 14,089.14

70.0 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 Sqm 33.92 ₹ 1,685.40 ₹ 57,168.77

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

71.0 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ RM 84.84 ₹ 96.75 ₹ 8,208.27

Stone work by providing weather silicon sealant over backer rod of

approved quality as per architectural drawings and direction of

Engineer-in-charge complete.

72.0 9.48 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

73.0 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 101.52 ₹ 238.35 ₹ 24,197.29

74.0 22.5 Providing and laying water proofing treatment in sunken portion of Sqm 7.905 ₹ 617.05 ₹ 4,877.78

WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying: (a) 1st layer of

slurry of cement @ 0.488 kg/sqm mixed with water proofing cement

compound @ 0.253 kg/sqm. This layer will be allowed to air cure for

4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg/sqm mixed

with water proofing cement compound @ 0.126 kg/sqm. This layer

will be allowed to air cure for 4 hours followed with water curing for

48 hours. The rate includes preparation of surface, treatment and

sealing of all joints, corners, junctions of pipes and masonry with

polymer mixed slurry.

75.0 22.6 Providing and laying water proofing treatment on roofs of slabs by Sqm 187.68 ₹ 688.90 ₹ 1,29,292.75

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 slurry 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 upto

30 cm on parapet wall and tucked into groove in parapet all around.

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

be paid for separately. For the purpose of measurement the entire

treated surface will be measured.

76.0 22.14 Grading roof for water proofing treatment with

77.0 22.14.1 Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone cum 187.68 ₹ 8,042.30 ₹ 15,09,378.86

aggregate 20 mm nominal size)

78.0 9.71 Providing and fixing 15:12817 marked stainless steel butt hinges

(heavy weight} with stainless steel screws etc. complete:

80.0 9.75 Providing and fixing bright finished brass door latch with necessary

screws etc.complete:

82.0 9.97 Providing and fixing aluminium tower bolts, ISi marked, anodised

(anodic coating not less than grade AC 1O as per IS:1868)

transparent or dyed to required colour or shade,with necessary

screws etc.complete:

84.0 9.101 Providing and fixing aluminium hanging floor door stopper, ISi

marked, anodised (anodic coating not less than grade AC 10 as per

IS:1868) transparent or dyed to required colour and shade, with

necessary screws etc. complete.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

85.0 9.101.1 Single rubber stopper each 12 ₹ 39.60 ₹ 475.20

86.0 26.86 Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC polymer of K value 58-

60 (Suspension Grade), calcium carbonate and natural fibers (wood

powder/ rice husk/wheat husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with full body threaded

star headed SS screws having minimum frame density of 750 kg/

cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),

minimum compressive strength of 58 N/mm2, modulus of elasticity

900 N/mm2 and resistance to spread of flame of Class A category

with property of being termite/borer proof, water/moisture proof and

fire retardant and fixed in position with M.S hold fast/lugs/SS dash

fasteners of required dia and length complete as per direction of

Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall

be paid for separately).Note: For WPC solid door/window frames,

minus 5mm tolerance in dimensions i.e depth and width of profile

shall be acceptable. Variation in profile dimensions on plus side

shall be acceptable but no extra payment on this account shall be

88.0 26.87 Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid plain flush door shutter of required size

comprising of virgin polymer of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum toxicity index of 12 for 100

gms) having minimum density of 650 kg/cum and screw withdrawal

strength of 1800 N (Face) & 900 N (Edge), minimum compressive

strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance

to spread of flame of Class A category with property of being

termite/ borer proof, water/moisture proof and fire retardant and

fixing with stainless steel butt hinges of required size with necessary

full body threaded star headed counter sunk S.S screws, all as per

direction of Engineer-In- Charge. (Note: stainless steel butt hinges

and necessary S.S screws shall be paid separately)

90.0 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P.

brass single hole basin mixer of approved quality and make,

including painting of fittings and brackets, cutting and making good

the walls wherever require:

91.0 17.7.3 White Vitreous China Wash basin size 550x400 mm with a 15 mm Each 4 ₹ 2,301.45 ₹ 9,205.80

C.P. brass single hole basin mixer.

92.0 17.22A Providing and fixing CP Brass 32 mm size bottle trap of approved Each 4 ₹ 1,034.80 ₹ 4,139.20

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

93.0 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete.

94.0 17.28.1 Semi rigid pipe

96.0 17.34 Providing and fixing toilet paper holder :

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

98.0 17.78 Providing and fixing white vitreous china extended wall mounting Each 4 ₹ 14,999.15 ₹ 59,996.60

water closet of size 780x370x690 mm of approved shape including

providing & fixing white vitreous china cistern 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

99.0 18.49 Providing and fixing C.P. brass bib cock of approved quality

conforming to IS:8931 :

101.0 18.51 Providing and fixing C.P. brass long body bib cock of approved

quality conforming to IS standards and weighing not less than 690

103.0 18.52 Providing and fixing C.P. brass stop cock (consealed) of standard

design and of approved make conforming to IS:8931

105.0 18.53 Providing and fixing C.P. brass angle valve for basin mixer and

geyser points of approved quality conforming to IS:8931

107.0 18.53A Providing and fixing C.P. brass extention nipple (size 15 mm x 50 Each 8 ₹ 74.80 ₹ 598.40

mm ) of approved make & quality as per direction of Engineer-in-

108.0 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

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.

109.0 18.9.1 15 mm nominal dia Pipes Metre 140 ₹ 244.70 ₹ 34,258.00

110.0 18.9.3 20 mm nominal dia Pipes Metre 60 ₹ 274.30 ₹ 16,458.00

111.0 18.9.4 32 mm nominal dia Pipes Metre 40 ₹ 438.60 ₹ 17,544.00

112.0 18.9.5 40 mm nominal dia Pipes Metre 40 ₹ 563.05 ₹ 22,522.00

113.0 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work

in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with

C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in

cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), i/c necessary

excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10

graded stone aggregate 40 mm nominal size ) and inside plastering

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

finished with a floating coat of neat cement complete as per

standard design :

114.0 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class Each 8 ₹ 1,992.60 ₹ 15,940.80

designation 7.5

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

115.0 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,

with C.I. surface box 100 mm top diameter, 160 mm bottom

diameter and 180 mm deep (inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size ), i/c necessary excavation, foundation concrete

1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm

nominal size ) and inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick, finished with a floating coat of

neat cement complete as per standard design :

116.0 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class Each 8 ₹ 10,862.40 ₹ 86,899.20

designation 7.5

117.0 1.17 Supplying and drawing following sizes of FRLS PVC insulated

copper conductor, single core cable in the existing surface/

recessed steel/ PVC conduit as required.

121.0 1.21 Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall

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

124.0 1.24 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding

modular plate etc. as required.

130.0 1.25 Supplying and fixing two module stepped type electronic fan No 8 ₹ 369.00 ₹ 2,952.00

regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

131.0 1.26 Supplying and fixing modular blanking plate on the existing modular No 48 ₹ 40.00 ₹ 1,920.00

plate & switch box excluding modular plate as required.

132.0 1.27 Supplying and fixing following size/ modules, Gl box along with

modular base & cover plate for modular switches in recess etc. as

137.0 1.28 Supplying and fixing following Modular base & cover plate on

existing modular metal boxes etc. as required.

142.0 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction each 8 ₹ 87.00 ₹ 696.00

box/ wooden block including connections etc. as required.

143.0 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, V, No 8 ₹ 99.00 ₹ 792.00

complete as required.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

144.0 1.41 Installation, testing and commissioning of pre-wired, fluorescent No 24 ₹ 206.00 ₹ 4,944.00

fitting / compact fluorescent fitting of all types, complete with all

accessories and tube/lamp etc. directly on ceiling/ wall, including

connections with 1.5 sq. mm FRLS PVC insulated, copper

conductor, single core cable and earthing etc. as required.

145.0 1.44 Installation, testing and commissioning of ceiling fan, including No 8 ₹ 339.00 ₹ 2,712.00

wiring the down rods of standard length (up to 30 cm) with 1.5 sq.

mm FRLS PVC insulated, copper conductor, single core cable etc.

146.0 1.50 Installation of exhaust fan in the existing opening, including making

good the damage, connection, testing, commissioning etc. as

148.0 1.51 Extra for fixing the louvers/ shutters complete with frame for a No 4 ₹ 207.00 ₹ 828.00

exhaust fan of all sizes.

149.0 1.58 Supplying and fixing PVC batten/ angle holder including connections No 24 ₹ 110.00 ₹ 2,640.00

etc. as required.

150.0 19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, No 8 ₹ 2,730.00 ₹ 21,840.00

BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)

Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2

nos. canopies, shackle kit, safety rope, copper winding, Power

Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00,

Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS :

374-2019), THD less than 10%, remote or electronic regulator unit

for speed control and all remaining accessories including safety pin,

nut bolts, washers, temperature rise=75 degree C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single

phase AC Supply, earthing etc. complete as required.

TOTAL COST OF SECURITY CABIN ₹ 54,58,648.42

G SEPTIC TANK (4 NOS)

1.0 2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in depth,

1.5m in width as well as 10 Sqm on plan) including getting out and

disposal of excavated earth, lead up to 50m and lift up to 1.5m,as

directed by Engineer-in-Charge.

3.0 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

5.0 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 51.88344 ₹ 196.00 ₹ 10,169.15

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.

6.0 5 PLAIN CEMENT WORKS

7.0 5.1 Plain cement concrete works in foundation bed for footing steps,

walls, brick works etc below plinth level as directed and specified

including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately} .

8.0 5.1.3 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm cum 0.84976 ₹ 8,583.40 ₹ 7,293.83

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

9.0 5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge, for the following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

10.0 5.33.1 All works up to plinth level

11.0 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg cum 13.05 ₹ 9,504.75 ₹ 1,24,036.99

12.0 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth

13.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 7290 ₹ 107.85 ₹ 7,86,226.50

14.0 5.9 SHUTTERING/ FORMWORK Centering and shuttering lncludlng

strutting, propping etc. and removal of form for all heights complete

and as directed by Engineer In charge.

15.0 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 5.4 ₹ 392.15 ₹ 2,117.61

16.0 5.9.2 Walls (any thickness) including attached pilasters, butteresses, Sqm 54 ₹ 842.50 ₹ 45,495.00

plinth and string courses etc.

17.0 5.9.20 Suspended floors, roofs, landings, balconies and access platform Sqm 18 ₹ 1,028.40 ₹ 18,511.20

with water proof ply 12 mm thic

18.0 6.2 Brick work with common burnt clay modular bricks of class

designation 7.5 in foundation and plinth in:

19.0 6.2.1 Cement Mortar 1:6 (1 cement: 6 coarse sand). cum 2.556 ₹ 6,295.15 ₹ 16,090.40

20.0 13.16 6 mm cement plaster of mix :

22.0 13.21 Extra for providing and mixing water proofing material in cement bag of 50 6.606 ₹ 22.10 ₹ 145.99

plaster work in proportion recommended by the manufacturers. kg of

23.0 19.19 Providing and fixing in position precast R.C.C. manhole cover and

25.0 19.19.2. Circular shape 500mm internal diameter Each 8 ₹ 1,172.60 ₹ 9,380.80

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural

Technology and Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY RATE AMOUNT REMARK

26.0 19.16 Providing orange colour safety foot rest of minimum 6 mm thick Each 32 ₹ 553.70 ₹ 17,718.40

plastic encapsulated as per IS : 10910, on 12 mm dia steel bar

conforming to IS: 1786, having minimum cross section as 23 mmx25

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

minimum 112 mm space between protruded legs having 2 mm tread

on top surface by ribbing or chequering besides necessary and

adequate anchoring projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture’s permanent identification mark to be visible even after

fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

TOTAL COST OF SEPTIC TANK ₹ 10,75,862.14