Construction of central covered courtyard at JNV Bhandara (M.S.)

NAME OF WORK: Construction of central covered courtyard at JNV Bhandara (M.S.)

SUMMARY OF COST

S.No. PARTICULARS

1 Central covered courtyard

a Civil Works 57.75 26.23

b Electrical 2.13 1.21

c External Drain 1.81

Additional GST @5.36% as per CPWD circular dated

3 GST correction factor on DSR-23 @ 0.973 57.95 2.24 27.44

Add Cost Index 107 as on 01/07/2024 for Bhandara

District, Maharashtra based on PAR-23 i.e. 107*1.07

4.08% on DSR-22 amount

BILL OF QUANTITY (BOQ)

Construction of central covered courtyard at JNV Bhandara (M.S.)

S.N. DESCRIPTION OF ITEM OF WORK QUANTITY UNIT DSR RATE DSR AMOUNT

Earth work in excavation by mechanical means (Hydraulic

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

depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-in charge.

All kinds of soil

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

excavation /banking excavated or stacked materials.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 and for all lift.

Excavating, supplying, stacking and filling of local earth

(including royalty) by mechanical transport upto a lead of 5km

3A 2.25A also including ramming and watering of the earth in layers not 40.34 cum 700.50 28258.17

exceeding 20 cm in foundation trenches, plinth, sides

offoundation etc. complete for all lift.

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

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

(zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm

nominal size derived from natural sources)

REINFORCED CONCRETE WORKS

Providing and laying in position ready mixed or site batched

design M25 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

6 DSR 5.33.1.1 direction of the engineer-in-charge; for the following grades of 46.27 CUM. 9504.70 439782.47

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

All works upto plinth level

Concrete of M25 grade with minimum cement content of

S.N. DESCRIPTION OF ITEM OF WORK QUANTITY UNIT DSR RATE DSR AMOUNT

Providing and laying in position ready mixed or site batched

design M25 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

7 DSR 5.33.2.1 direction of the engineer-in-charge; for the following grades of 22.31 CUM. 9860.40 219985.52

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

All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of

Centering and shuttering including strutting, propping etc. and

removal of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 25.68 Sqm 392.15 10070.41

Lintels, beams, plinth beams, girders, bressumers and

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 120.76 Sqm 961.30 116086.59

Add for using extra cement in the items of design mix over

and above the specified cement content therein.

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

of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1 :6 (1 cement : 6 coarse sand) 12.28 Cum 7132.25 87584.03

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

11 6.4 of class designation 7.5 in superstructure above plinth level up

to floor V level in all shapes and sizes in:

6.4.2 Cement mortar 1 :6 ( 1 cement : 6 coarse sand) 39.40 Cum 9105.95 358774.43

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

cutting, bending, placing in position and binding all complete

upto plinth level & above plinth level. Thermo-Mechanically

Treated bars of grade Fe-500D or more.

13 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 422.05 SQM. 343.65 145037.48

15 mm cement plaster of mix : 1:6 (1 cement: 4 coarse

14 13.5.2 sand) in single coat on rough side of single or half brick wall. In 27.60 SQM. 395.35 10911.66

Providing and applying white cement based putty of average

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

plastered wall surface to prepare the surface even and smooth

16 13.45 Finishing walls with textured exterior paint of required shade :

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

13.45.1 and including priming coat of exterior primer applied @ 147.20 SQM. 223.60 32913.92

Finishing walls with ready mixed Premium acrylic emulsion

paint (Company Depot Tinted) having VOC less than 50

17 13.48A gm/litre and UV resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior paint of required

shade with silicon additives.

New work (Two or more coats applied @ 1.43 litre/ 10 sqm

13.48A.1 over and including priming coat of exterior primer applied @ 219.65 SQM. 181.25 39811.56

0.90 litre/10 sqm.

S.N. DESCRIPTION OF ITEM OF WORK QUANTITY UNIT DSR RATE DSR AMOUNT

Kota stone slab flooring over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment to

18 11.26.1 match the shade of the slab, including rubbing and polishing 688.16 SQM. 1948.25 1340707.72

complete with base of cement mortar 1 : 4 (1 cement : 4

coarse sand) : 25mm thick

Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed

19 11.20 with pigment to match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of cement mortar 1

:4 (1 cement: 4 coarse sand).

Medium shade pigment using 50% white cement 50% Grey

Brick edging 7cm wide 11.4 cm deep to plinth protection with

common burnt clay F.P.5. (non modular) bricks of class

designation 7 .5 including grouting with cement mortar 1 :4 (1

cement: 4 fine sand).

Providing and fixing stainless steel (Grade 304) railing made of

Hollow 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

21 10.28 & stainless steel dash fasteners , stainless steel bolts etc., of 194.40 Kg 772.40 150154.56

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.).

BILL OF QUANTITY

Construction of central covered courtyard at JNV Bhandara (M.S.)

S.N. DESCRIPTION OF ITEM OF WORK QUANTITY UNIT N.S. RATE DSR AMOUNT N.S. AMOUNT

Structural steel work riveted, bolted or

welded in built up sections, trusses and

1 10.2 framed work, including cutting, hoisting, 19617.39 KG 133.70 2622845.04

fixing in position and applying a priming coat

of approved steel primer all complete.

Providing/fixing polyurethane insulated

50mm thk wall panel & 60mm thk

2 MR polyurethane insulated roof panel including

iron framing supply and fabrication

BILL OF QUANTITY(ELECTRICAL)

BASED ON DSR-2022

2022 QUAN N.S. DSR N.S.

S.N. DESCRIPTION OF ITEM OF WORK UNIT DSR RATE

Item TITY RATE AMOUNT AMOUNT

Wiring for light point/ fan point/ exhaust fan point/ call

bell point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable in surface / recessed medium

1 1.8 class PVC conduit, with piano type switch, phenolic

laminated sheet, suitable size MS box and earthing the

point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required.

Wiring for circuit/ submain wiring alongwith earth wire

with the following sizes of FRLS PVC insulated copper

conductor, single core cable in surface/ recessed medium

class PVCconduit as required.

Supplying and fixing following way, horizontal type three

pole and neutral, sheet steel, MCB distribution board, 415

3 2.4 V, on surface/ recess, complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But

8 way (4MCB/RCCB/Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10

kA, “C”curve, miniature circuit breaker suitable for

4 2.10.1 inductive load of following poles in the existing MCB DB 14.00 Nos 256.00 3584.00

complete with connections, testing and commissioning

etc. as required.

Supply, Installation and Commisioning LED Flood Light

5 MR 60W with Wall Bracket and all necessary fittings required. 14.00 Nos 7000.00 98000.00

Havells, Bajaj.

Supply, Installation and Commisioning of Industrial Air

6 MR Circulating High Speed Wall Fan 24" 250 Watt. Make 10.00 Nos 11500.00 115000.00

Almonard, Bajaj.

MEASUREMENT OF APRON DRAIN 230 MM X 150 MM

UNIT - 10.00 MTR

S. No. DISCRIPTION No. QTY UNIT DSR RATE AMOUNT

1 Excavation in foundation in

ordinary Soil ( Loam clay or sand )

including lift upto 1.5m lead upto

30.0 m & including filling watering

and ramming of excavated earth

into the space between the building 1 1.98 Cum

& sides of foundation trenches or

into the plinth and removal &

disposal surplus earth as directed

by the engineer I/C within a lead of

30 m.from foundation trenches.

Filling available excavated earth 0.00

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers

not exceeding20cmindepth:

consolidating each deposited layer

by ramming and watering,

leadupto50mandliftupto

Qty. = 25% of them no 1 DSR 2.25 0.50

3 Providing and laying in position

cement concrete of specified grade

excluding 0.00

thecostofcenteringandshttering-All

work up to plinth level

1:5:10(1cement :

5coarsesand(zone III):

10gradedstoneaggregate40mm

4 Brick work in foundation 0.00

in 1 : 6 cement & coarse 0.00

5 Cement plaster 1:3 (1 cement: 3

coarse sand) finished with a 0.00

floating coat of neat cement.

20 mm cement plaster 0.00

Side of Drain 2 3.00 0.00

Digitally signed by AMIT JAIN

6 40 mm thick Cement concrete

flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate)

with 20 mm nominal size stone

aggregate finished with a floating

coat of neat cement, including

TOTAL 15111.64

Say Rs. 1511.00 / Rmt.

Length of drain 1 181320.00

Digitally signed by AMIT JAIN