BoQ

SUMMARY OF WORKS

S.No. Description

1

2

3 Survellience Road work

TOTAL IN RS.

AmountIn figures

Modification of existing Faculty block boundry wall work

Peripherial Boundry wall height raising work

SUMMARY OF WORKS

AmountIn words

Annexure A1 - BOQ for Faculty Boundary Wall Works

Particulars Unit Total Qty Rates

Amount in figuresIn figures In words

1 sqm 3150

2 sqm 77

3

a Ordinary rock cum 76

4

a cum 10

5

a cum 35

6 cum 25.72

7

a 300

b 94

Item no.

Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking lead within the campus.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground lead within the campus.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead within campus and lift upto 1.5 m, disposed earth to be levelled and neatly dressed

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

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

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

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

10

a kg 4269

11

aTwo or more coats on new work

sqm 218

13

a sqm 566

Total

Steel work welded in built up sections/ framed work including cutting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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

Finishing wall with acrylic smooth exterior paint of required shade

New work (two or more coats applied @ 1.67 ltr/10 sqm over and including base coat of water proof cement paint applied @ 2.20 ltr/10 sqm.)

5/48

Annexure A2 - BOQ for Peripheral Boundary Wall Works

Particulars Unit QtyRates


1a Ordinary rock cum 1287

2

acum

37

6

a Thermo mechanically treated bars FE 500 Grad Kg 83769.6

7

a Cement mortar 1:4(1 cement : 4 coarse sand) Cum 108.9

8 Sqm 6912

9 M 4000

11

a Two or more coats on new work Sqm 720

12

a One or more coats on old work. Sqm 3600

13

Item no.


Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete.

Brick work with modular Bricks of class designation 75 in foundation and plinth in:

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand)

Providing and fixing concertina coil fencing required dia 610mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron Y shaped placed 2.4m or 3m apart and with 9 horoizontal R.B.T. 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 brbed tape(R.B.T.)/ Spring core (2.5mmthick) wire of high tensile strength of 165kg/sq.mm with tape ( 0.52mm thick)and weight 43.478gm/metre (cost of M.S. angle, shall be paid separately in item of structural steel work.)

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

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

Finishing walls with acrylic smooth exterior paint of required shade

6/48

Particulars Unit QtyRates

Amount in figuresItem no.

a Sqm 6576

14

a Sqm 1027.2

Total

New work (Two or more cot applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm)

Finishing walls with Textured exterior paint of required shade


Annexure A3 - BOQ for Surveillance Road Works

Item no. Particulars Unit QtyRates


1 Jungle clearance (2.31) per 100sqm Sqm 120

2

a All kind of soil 100 sqm 140

3

a all types of soil excluding hard rock cum 6480

4

a Hard Rock (blasting prohibited) cum 100

5 cum 6480

6 sqm 10800

7 Supplying and stacking at site.a 63 mm to 45 mm size stone aggregate. cum 864

b cum 172.8

8 cum 1036.8

9

a cum 864

10 sqm 8100

11 cum 1215

Surface dressing of the ground including removing vegetation and in-equalities not excedding 15 cm deep and disposal of rubbish, lead within campus and lift upto

Earth work in excavation over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead within the campus and lift up to 1.5 m, disposed earth to be levelled & neatly dressed.for grade cutting of road in :--

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead within campus and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead upto within the campus and lift upto 1.5m

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth dressing to camber and consolidation with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.

Stone screrning 13.2mm nominal size (type A)

Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density.

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

1:4:8 (1 Cement: 4 coarse sand :8 grded stone aggerate 40mm nominal size)

Providing and laying LDPE sheet of 125 micron before concreting of raod

Providing and laying design mix cement concrete of M-30 grade in roads taxi tracks and runways using not less then 340Kg of cement per cum of finished concrete,coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required laying at site, spreading and compacting,mechanically by using needle and surface vibrators,levelling to required slope/camber finishing with required texture, including steel form work with sturdy M.S. channel sections,curing, making provision for contraction/ expansion,construction & longitudinal joints (10mm wide x 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc complete all as per direction of Engineer-in-charge Cement concrete prepared with batch mixing machine.

12

a b) 150mm diametre RCC PIPE Cum 7b c) 250mm diametre RCC PIPE Cum 6.75c d) 300mm diametre RCC PIPE Cum 12.5

13

a e) 600mm diametre RCC PIPE Cum 100

14

a a) 150mm dia RCC pipe Metre 200b b) 250mm dia RCC pipe Metre 150c c) 300mm dia RCC pipe Metre 250d d)600mm dia RCC pipe Metre 100

15 Sqm 33.25

16 Sqm 600

17 Nos 20

ELECTRICAL WORKSSTREET LIGHTING

18

a each 125

b b) Extra pipe 1500 mm in foundation each 125

19

a each 125

20

Providing and laying cement concrete 1:5:10(1cement:5coarse sand:10graded stone aggregate 40mm nominal size) upto haunches of RCCpipes including bed concrete as per standard design:


Providing and laying non pressure NP2 class (light duty) RCCpipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement:2fine sand) including testing of joints etc complete.

Providing and laying or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature joined with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for pament). (Precasst C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Constructing brick masonary road gully chamber 90x60x60 cm with Modular bricks with class designation 35 in cement mortar 1:5 (1 cement:5 fine sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design using F.P.S. bricks.

Supply and installation of swaged/type M.S bent street light pole having 300x300x10mmm thick base plate (with a overhangof 1800mm ) Rate to include supply and installation of 2 nos.1000mm long 32mm dia. G.I. Pipes for incoming and outgoing cables and wiring Class SP.6 confirming to IS 2713:1980

a) 7.5 mtr high bent pole suitable for mounting single street light fitting.

STREET / AREA LIGHT FITTINGS: Supply, installation testing and commissionings of the following street light / area lighting fixture with lamps on pole including making proper connections and providing cement concrete pedestal/fixing MS angle frame work h

a) Street light fitting Wipro Cat no. WST 25150 S with 150 W HPSV SON "T" lamp or equivalent complete with all accessories as required

Supply and installation of weather proof pole mounting box made of 16 SWG sheet steel, hinged castle key cover of suitable size in recess or on surface including terminal blocks for incoming and outgoing cables (size up to 2 C x 16 sqmm) and a 6 amps SP M

a Each 125

21

a 4 C x 10sq.mm Aluminium armoured cable

metre 3000

metre 500

metre 500

22

Incomming

100 Amp. TPN Alu. Bus bar

3 pole power contactor MNX 110 L&T 1 No.

Outgoing32 Amp. 10KA TPN MCB 6 No.32 mm x 6mm Earthing Strip GI set 2

23

Incomming30 Amp. 10 KA TPN MCB 1 No.30 Amp. TPN Alu. Bus barOutgoing16 Amp. 10KA SP MCB 6 No.32 mm x 6mm Earthing Strip GI set 4

24

Earthing

25 each 15

9 meter 1000

Total

a) JB-1 suitable for providing & mounting one no 6A,10KA, SP MCB with neutral link & terminal block

Supplying & laying of following size of PVC Insulated, PVC Sheathed alu. conductor XLPE armoured cable of 1.1 KV grade cable in ground/in pipe/in duct/in tray/on surface including excavation, sand coshintion, proctective covering & refilling where ever required including & end termination with brass gland & lugs/ferruls etc as required.

3.5 C x 50 sq.mm. Aluminium armoured cable


Supply installing testing & commissioning of out door type street light feeder pillar compartmentalised design, dust tight & vermin proof made out of 14 gauge M.S. sheet, stove powder coated complete as required with following incomming & outgoing as per detail below.

100 Amp. 30 KA TPN MCCB L&T with ROM 1 No.

Electromechanical time switch EH 111, L&T 1 No.

Supply installing testing & commissioning of out door type street light feeder pillar (Distribution Panel) compartmentalised design, dust tight & vermin proof made out of 14 gauge M.S. sheet, stove powder coated complete as required with following incomming & outgoing as per detail below.

Above panel shall be installed on suitable panel stand of 600 mm height above finished ground level made up of MS equal angle of required size (minimum size 40mm x 40mm x 5mm) properly groted as per standard practice with cement concrete of proper grade in ground. Panel stand shall be painted with two coats of red oxide primer and 2 coats of synthetic enamel paint.

Providing Earthing station with 40mm dia ISI GI pipe (B Class) of outer dia 3 mtr. Long with GI strip size 25mm x 3mm with 2 bag of minerl filling compound Model no. UES - 40/6

Supplying and laying 6 SWG GI wire at 0.50 mtr. Below ground level for conductor earth electrode including soldering etc as required.

118 IIMINDORE/TENDER/CAMPUS DEVELOPMENT WORK

ParticularsUnit

RatesAmount in figuresTotal In figures In words

1Jungle clearance (2.31) per 100sqm

Sqm 120

2


3 sqm 3150

4 sqm 77

5

Annexure A I - BOQ for Faculty Boundary Wall, Peripheral Boundary Wall and Surveillance Road Works

Item no.

Surface dressing of the ground including removing vegetation and in-equalities not excedding 15 cm deep and disposal of rubbish, lead within campus and lift upto 1.5m





ParticularsUnit



Item no.

a All kind of soil incl. Ordinary rock cum 7843

6


7 cum 6480




ParticularsUnit



Item no.

8 sqm 10800

9 Supplying and stacking at site.

a cum 864

10 cum 172.8


63 mm to 45 mm size stone aggregate.



ParticularsUnit



Item no.

11 cum 1036.8

12

a cum 911





ParticularsUnit



Item no.

13

a cum 61.03

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts,beams, lintels etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).


ParticularsUnit



Item no.

14 cum 698.08

Providing and Laying in position machine batched, machine mixed & machine vibrated design mix cement concrete of specified grade for reinforced cement concrete works including transporting of concrete to site of laying but exculding the cost of centering shuttering finishing and reinforcement including admixtures in recommanded proporttions as per IS:9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer Incharge and Architect M20 Grade reinforced cement concrete by using minimum 300 Kg of cement per cum of concrete. All work from Plinth level to floor V level


ParticularsUnit



Item no.

15 cum 1215



ParticularsUnit



Item no.

16

a sqm 4274.4

b Sqm 1694

c Sqm 54

17

a kg 91093.2

18

a cum 137.88

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

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

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

Columns, Pillars, Piers, Abutments, Posts and Struts

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Thermo-Mechanically Treated bars FE-500 Grade

Brick work with M.K.S. bricks of class designation 25 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:4 (1 cement : 4 coarse sand)


ParticularsUnit



Item no.

19 Kg 42669

20


21

a Sqm 7142

22

a Sqm 1027.2

Structural Steel work riveted,bolted or welded in welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.







ParticularsUnit



Item no.

23 sqm 566

24

a Made of G.I. wire of dia 4mm. sqm 234

25 sqm 8100

26

a b) 150mm diametre RCC PIPE Cum 7

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge




ParticularsUnit



Item no.

b c) 250mm diametre RCC PIPE Cum 6.75c d) 300mm diametre RCC PIPE Cum 12.5

27


28





ParticularsUnit



Item no.

29 Sqm 33.25



ParticularsUnit



Item no.

30 Sqm 600

31 Nos 20





ParticularsUnit



Item no.

1

a each 125

bb) Extra pipe 1500 mm in foundation

each 125

2 0





ParticularsUnit



Item no.

a each 125

3

a Each 125

4






ParticularsUnit



Item no.

a metre 3000

b metre 500

c metre 500

5

Incomming


Outgoing

32 Amp. 10KA TPN MCB 6 No.32 mm x 6mm Earthing Strip GI set 2

4 C x 10sq.mm Aluminium armoured cable








ParticularsUnit



Item no.

6

Incomming

30 Amp. 10 KA TPN MCB 1 No.30 Amp. TPN Alu. Bus barOutgoing16 Amp. 10KA SP MCB 6 No.32 mm x 6mm Earthing Strip GI set 4



ParticularsUnit



Item no.

Earthing

7 each 15

8 meter 1000





ParticularsUnit



Item no.

Grand Total

The rate is to be quoted in only Sheet 2 of the BOQ. Rest of the sheets are only for reference.

ParticularsUnit

RatesTotal In figures

1Jungle clearance (2.31) per 100sqm

Sqm 120

2


3 sqm 3150

4 sqm 77

5

a All kind of soil incl. Ordinary rock cum 7843

6



Item no.

Surface dressing of the ground including removing vegetation and in-equalities not excedding 15 cm deep and disposal of rubbish, lead within campus and lift upto 1.5m





7 cum 6480

8 sqm 10800

9 Supplying and stacking at site.

a cum 864

10 cum 172.8

11 cum 1036.8

12

a cum 911



63 mm to 45 mm size stone aggregate.





13

a cum 61.03

14 cum 698.08

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts,beams, lintels etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing and Laying in position machine batched, machine mixed & machine vibrated design mix cement concrete of specified grade for reinforced cement concrete works including transporting of concrete to site of laying but exculding the cost of centering shuttering finishing and reinforcement including admixtures in recommanded proporttions as per IS:9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer Incharge and Architect M20 Grade reinforced cement concrete by using minimum 300 Kg of cement per cum of concrete. All work from Plinth level to floor V level

15 cum 1215

16

a sqm 4274.4

b Sqm 1694

c Sqm 54

17

a kg 91093.2


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

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

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

Columns, Pillars, Piers, Abutments, Posts and Struts

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Thermo-Mechanically Treated bars FE-500 Grade

18

a cum 137.88

19 Kg 42669

20


21

a Sqm 7142

22

a Sqm 1027.2

23 sqm 566

Brick work with M.K.S. bricks of class designation 25 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:4 (1 cement : 4 coarse sand)

Structural Steel work riveted,bolted or welded in welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.






18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).

24

a Made of G.I. wire of dia 4mm. sqm 234

25 sqm 8100

26

a b) 150mm diametre RCC PIPE Cum 7b c) 250mm diametre RCC PIPE Cum 6.75c d) 300mm diametre RCC PIPE Cum 12.5

27


28


Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge





29 Sqm 33.25

30 Sqm 600

31 Nos 20





1

a each 125

bb) Extra pipe 1500 mm in foundation

each 125

2 0

a each 125

3

a Each 125







4

a metre 3000

b metre 500

c metre 500

5

Incomming


Outgoing

32 Amp. 10KA TPN MCB 6 No.32 mm x 6mm Earthing Strip GI set 2


4 C x 10sq.mm Aluminium armoured cable







6

Incomming

30 Amp. 10 KA TPN MCB 1 No.30 Amp. TPN Alu. Bus barOutgoing16 Amp. 10KA SP MCB 6 No.32 mm x 6mm Earthing Strip GI set 4

Earthing

7 each 15

8 meter 1000

Grand Total





The rate is to be quoted in only Sheet 2 of the BOQ. Rest of the sheets are only for reference.

RatesAmount in figuresIn words


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