CONSTRUCTION OF ARCHERY ACADEMY AT SECTOR-4 BOKARO, JHARKHAND

ABSTRACT OF COST

S.NO. DESCRIPTION D.S.R AMOUNT

I CIVIL WORKS 58,70,316.84 -

II INTERNAL PLUMBING WORKS 4,38,955.80 11,568.54

III INTERNAL ELECTRICAL WORKS 1,16,814.00 32,444.00

W TOTAL COST 64,70,099.18

Construction of Archery academy at Sector-4 Bokaro, Jharkhand.

SUMMARY OF COST CIVIL WORK

S.NO NAME OF SUB-HEAD

DSR 2023 NON-DSR

1 EARTH WORK 913001.95

2 CONCRETE WORK 191961.15

3 REINFORCED CEMENT CONCRETE 1444933.66

4 BRICK WORK 853827.67

5 WOOD WORK 91708.96

6 STEEL WORK 109440.88

7 FLOORING 391812.04

8 FINISHING 215765.85

9 Aluminium work 25301.75

10 Waterproofing 61941.00

11 Boundary wall 228 RMT 1570621.93

GRAND TOTAL 5870316.84

GRAND TOTAL 5870316.84

BILL OF QUANTITIES

S RATE AMOUNT

DSR -2023 DESCRIPTION UNIT QTY

I EARTH WORK 2.0

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

2 2.6 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.

2.2 Earth work by mechinical / manual means in rough excavation, banking

excavated earth in layers not exceeding 20cm in depth, breaking clods,

watering, rolling each layer with 'A tonne roller or wooden or steel

rammers, and rolling every 3rd and top-most layer with power roller of

minimum 8 tonnes and dressing up in embankments for roads, flood

banks, marginal banks and guide banks or filling up ground depressions,

lead upto 50 m and for all lift

2.2.1 All kinds of soil Cum 1800 395.30 711540.00

Excavation work by mechanical means (Hydraulic excavator)/

manual means in

foundation trenches or drains (not exceeding 1.5m in width or

10 sqm on plan),

including dressing of sides and ramming of bottoms, lift upto 1.5

m, including getting

out the excavated soil and disposal of surplus excavated soils as

directed, within a

2.9.3 Hard rock (blasting prohibited) cum 10.00 1523.05 15230.50

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 m and lift upto

Supplying and filling in plinth with sand under floors, including

7 2.27 watering, ramming, cum 26.80 2123.75 56916.50

consolidating and dressing complete.

Surface dressing of the ground including removing vegetation

and in-equalities not exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up

[TOTAL I] 913001.95

II CONCRETE WORK 4.0

Providing and laying in position cement concrete of specified

10 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded

stone aggregate 40 mm nominal size derived from natural

Centering and shuttering including strutting, propping etc. and

removal of form work for :

4.3.1 Foundations, footings, bases for columns. Sq.M 38.88 392.15 15246.79

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

(1 cement :3 coarse sand : 6 graded stone aggregate 20 mm

17 4.17 nominal size) over 75mm thick bed of dry brick ballast 40 mm Sq.M 25.20 749.30 18882.36

nominal size, well rammed and consolidated and grouted with

fine sand including finishing the top smooth

[TOTAL II] 191961.15

III REINFORCED CEMENT CONCRETE 5.0

S RATE AMOUNT

DSR -2023 DESCRIPTION UNIT QTY

Providing and laying in position specified grade of reinforced

5.1 cement concrete, excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to plinth level

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from

5.1.2 natural sources : 3 graded stone aggregate 20 mm nominal size cum 9.34 9045.75 84451.12

derived from natural sources)

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 above plinth level up to floor five level, excluding the

cost of centering, shuttering, finishing and reinforcement with

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from

natural sources : 3 graded stone aggregate 20 mm nominal size

derived from natural sources).

Centering and shuttering including strutting, propping etc. and

removal of form for :

(a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sq.M 0.00 392.15 0.00

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

(e) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sq.M 54.00 961.30 51910.20

(j) 5.9.16 Edges of slabs and breaks in floors and walls.

(n) 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sq.M 2.00 951.10 1902.20

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

23 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars. Kg 4249.47 107.85 458304.80

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

24 5.22A cutting, bending, placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars. Kg 3222.51 107.85 347547.16

TOTAL [III] #######

IV BRICK WORK 6.0

Brick work with common burnt clay modular bricks of class

designation 7.5 in foundation and plinth in:

(b) 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 58.81 7132.25 419419.09

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

28 6.4 of class designation 7.5 in superstructure above plinth level up

to floor V level in all shapes and sizes in :

(b) 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.M 43.00 9105.95 391563.13

Half brick masonry with common burnt clay F.P.S. (non

31 6.13 modular) bricks of class designation 7.5 in superstructure above

plinth level up to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sq.M. 28.80 1123.80 32365.44

Extra for providing and placing in position 2 Each. 6mm dia.

M.S. bars at every third course of half brick masonry.

TOTAL [IV] 853827.67

VII WOOD WORK 9.0

Providing and fixing ISI marked flush door shutters conforming

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

40 9.21 construction with frame of Ist class hard wood and well matched

commercial 3 ply veneering with vertical grains or cross bands

and face veneers on both faces of shutters:

35 mm thick without using ISI marked Stainless Steel butt

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

44 9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding. Kg 23.04 219.10 5048.06

S RATE AMOUNT

DSR -2023 DESCRIPTION UNIT QTY

Providing and fixing aluminium sliding door bolts ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with nuts

and screws etc. complete :

Providing and fixing aluminium tower bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade with necessary

screws etc. complete :

Providing and fixing aluminium handles ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868)

transparent or dyed to required colour or shade with necessary

screws etc. complete :

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.

(b) 9.101.2 Twin rubber stopper Each 11.00 72.35 795.85

Providing and fixing factory made P.V.C. door frame of size

50x47mm with a wall thickness of 5mm, made out of extruded

5mm rigid PVC foam sheet, mitred at corners and joined with 2

Each. of 150mm long brackets of 15x15mm M.S. square tube,

the vertical door frame profiles to be reinforced with 19x19mm

M.S. square tube of 19 gauge, EPDM rubber gasket weather seal

to be provided through out the frame. The door frame to be

fixed to the wall using M.S. screws of 65/100mm size, complete

as per manufacturers specification and direction of Engineer-in-

Providing and fixing factory made panel PVC door shutter

consisting of frame made out of M.S. tubes of 19 gauge

thickness and size of 19mm x 19mm for styles and 15x15mm

for top & bottom rails. M.S. frame shall have a coat of steel

primers of approved make and manufacture . M.S. frame

covered with 5mm thick heat moulded PVC 'C' channel of size

30mm thickness, 70mm width out of which 50mm shall be flat

and 20mm shall be tapered in 45degree angle on both side

forming styles; and 5mm thick, 95mm wide PVC sheet out of

which 75mm shall be flat and 20mm shall be tapered in 45

degree on the inner side to form top and bottom rail and

115mm wide PVC sheet out of which 75mm shall be flat and

20mm shall be tapered on both sides to form lock rail. Top,

bottom and lock rails shall be provided both side of the panel.

10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be

provided as gap insert for top rail & bottom rail. paneling of

5mm thick both side PVC sheet to be fitted in the M.S. frame

welded/ sealed to the styles & rails with 7mm (5mm+2mm)

thick x 15mm wide PVC sheet beading on inner side, and joined

together with solvent cement adhesive. An additional 5mm thick

PVC strip of 20mm width is to be stuck on the interior side of

the 'C' Channel using PVC solvent adhesive etc. complete as per

direction of Engineer-in-charge. Manufacturer’s specification &

(a) 9.120.1 30 mm thick plain PVC door shutters. Sq.M. 15.75 3182.95 50131.46

TOTAL [VII] 91708.96

VIII STEEL WORK 10.0

Providing and fixing 1mm thick M.S. sheet door with frame of

40x40x6mm angle iron and 3mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

60 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. Sq.M 2.50 5804.35 14510.88

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

cutting, hoisting,

10.25 fixing in position and applying a priming coat of approved steel

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works

S RATE AMOUNT

DSR -2023 DESCRIPTION UNIT QTY

TOTAL [VIII] 109440.88

IX FLOORING 11.0

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

over and jointed with grey cement slurry mixed with pigment to

78 11.26 match the shade of the slab including rubbing and polishing

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

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

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

79 11.27 cement 3 coarse sand) and jointed with grey cement slurry Sq.M 19.80 2354.70 46623.06

mixed with pigment to match the shade of the slabs, including

rubbing and polishing complete.

Providing and fixing Ist quality ceramic glazed wall tiles

conforming 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

82 8.31 Engineer-in-Charge, in skirting, risers of steps and dados over Sq.M 102.69 1267.95 130205.79

12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry @ 3.3kg per Sq.M

including pointing in white cement mixed with pigment of

matching shade complete.

Providing and laying Ceramic glazed floor tiles 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make in colours such as

83 11.37 White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Sq.M 20.16 1096.55 22106.45

Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including

pointing the joints with white cement and matching pigment

etc., complete.

[TOTAL IX] 391812.04

XI FINISHING 13.0

93 13.1 12 mm cement plaster of mix:

15 mm cement plaster on the rough side of single or half brick

95 13.4 12 mm cement plaster of mix :

98 13.16 6 mm cement plaster of mix :

Providing and applying white cement based putty of average

thickness 1 mm,

13.80. of approved brand and manufacturer, over the plastered wall sqm 369.37 0.00

prepare the surface even and smooth complete.

Applying one coat of water thinnable cement primer of approved

13.85 brand and

manufacture on wall surface

13.85.3 Water thinnable cement primer sqm 369.37 73.95 27314.91

Finishing walls with Acrylic Smooth exterior paint of required

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

13.46.1 and including priming coat of exterior primer applied @ 2.20 sqm 110.70 160.60 17778.42

Wall painting with acrylic emulsion paint, having VOC (Volatile

Compound ) content less than 50 grams/ litre, of approved

13.82 brand and

manufacture, including applying additional coats wherever

achieve even shade and colour.

S RATE AMOUNT

DSR -2023 DESCRIPTION UNIT QTY

Painting Steel work with Deluxe Multi Surface Paint to give an

even shade. Two

13.48.3 or more coat applied @ 0.90 ltr/10 sqm over an under coat of sqm 35.00 170.70 5974.50

primer applied @

0.80 ltr/10 sqm of approved brand and manufacture

[TOTAL XI] 215765.85

Aluminium works

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, fixed with rawl plugs and screws or with fixing clips, or with

expansion hold fasteners including necessary filling up of gaps at

junctions, at top, bottom and sides with required PVC/neoprene felt etc.

Aluminium sections shall be smooth, rust free, straight, mitred and

jointed echanically wherever required including cleat angle, Aluminium

snap beading for glazing / paneling, C.P. brass / stainless steel screws, all

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

charge. Glazing and paneling to be paid for separately) :

21.1.1 For fixed portion.

99 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 kg

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)

100 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50

101 Providing and fixing glazing in aluminium door, window, ventilator sqm

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

complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

With float glass panes of 4.0 mm thickness

Total 25301.75

Waterproofing Work

22.22A Providing and applying fibre reinforced elastomeric liquid water proofing

membrane with resilient acrylic polymers having Sun Reflectivity Index

(SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm.

One coat of self-priming of elastomeric waterproofing liquid (dilution with

water in the ratio of 3:1) and two coats of undiluted elastomeric

waterproofing liquid (dry film thickness of complete application/system

not less than 500 microns). The operation shall be carried out after

scrapping and properly cleaning the surface to remove loose particles

with wire brushes, complete in all respect as per the direction of

Engineer-in-Charge.

Construction of Archery academy at Sector-4 Bokaro, Jharkhand.

SUMMARY OF COST INTERNAL PLUMBING WORKS

S.NO NAME OF SUB-HEAD AMOUNT

DSR 2023 NON-DSR

I SANITARY INSTALLATIONS & C.P. FITTINGS 72,298.00 11,568.54

II C.I PIPES & FITTINGS 1,37,017.20

III INTERNAL & EXTERNAL WATER SUPPLY WORKS 1,08,635.20

IV SEWERAGE SYSTEM 1,21,005.40

V SURFACE DRAIN

GRAND TOTAL 4,50,524.34

GRAND TOTAL 4,50,524.34

BILL OF QUANTITIES

INTERNAL PLUMBING WORKS

SL. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

I SANITARY INSTALLATIONS & C.P FITTINGS

Sanitary Instatllations

2 17.3 Providing and fixing white vitreous china pedestal type water

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

vitreous china flushing cistern & C.P. flush bend with fittings &

C.I. brackets, 40 mm flush bend, overflow arrangement with

specials of standard make and mosquito proof coupling of

approved municipal design complete, including painting of fittings

and brackets, cutting and making good the walls and floors

wherever required :

17.3.2 W.C. pan with ISI marked black solid plastic seat and lid Each 4.00 7874.3 31497.20

3 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar

taps, 32 mm C.P. brass waste of standard pattern, including painting of

fittings and brackets, cutting and making good the walls wherever require:

17.7.2 White Vitreous China Wash basin size 630x450 mm with a

single 15 mm C.P. brass pillar tap Each 6.00 2226.35 13358.10

17.16.A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre

long with S.S. triangular plate to Eureopean type W.C. of quality and make

as approved by Engineer - in - charge. Each 4.00 349.15 1396.60

4 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality &

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

5 17.31 Providing and fixing 600x450mm bevelled edge mirror of superior

glass (of approved quality) complete with 6mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and

washers complete. Each 6.00 1607.95 9647.70

17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200

mm wide with minimum distances of 37 mm from wall face with concealed

fittings arrangement of approved quality and colour, weighing not less than

17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112 mm distance from wall of standard shape with bracket of the

same materials with snap fittings of approved quality and colour, weighing

not less than 105 gms. Each 6.00 168.35 1010.10

CP Brass fittings

8 18.21 Providing and fixing unplasticised PVC connection pipe with brass

18.21.2 45 cm length

18.21.2.1 15 mm nominal bore Each 6.00 97.75 586.50

18.22.2 Providing and fixing C.P. brass long arm shower rose with 15 or 20 mm

150 mm diameter Each 2.00 222.35 444.70

9 18.49 Providing and fixing C.P. brass bib cock of approved quality

conforming to IS:8931

18.49.1 a) 15 mm nominal bore Each 2.00 506.80 1013.60

11 18.53 Providing and fixing C.P. brass angle valve for basin mixer and

gyser points of approved quality conforming to IS:8931

SL. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

18.53.1 a) 15 mm nominal bore Each 10.00 574.30 5743.00

II CI PIPES & FITTINGS AND RAIN WATER PIPES

13 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 Metre 24.00 1180.75 28338.00

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 Metre 20.00 1186.00 23720.00

14 17.38 Providing and fixing plain bend of required degree with access

17.38.1.2 Sand cast iron S&S as per IS-3989 Each. 4.00 705.20 2820.80

17.38.2.2 Sand cast iron S&S as per IS-3989 Each. 4.00 522.80 2091.20

15 17.39 Providing and fixing plain bend of required degree

17.39.1.2 Sand cast iron S&S as per IS-3989 Each. 8.00 570.05 4560.40

17.39.2.2 Sand cast iron S&S as per IS-3989 Each. 4.00 390.50 1562.00

16 17.60 Providing and fixing trap of self cleansing design with screwed

down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors :

17.60.2 100 mm inlet and 75 mm outlet

17.60.2.1 Sand cast iron S&S as per IS-3989 Each. 4.00 1975.15 7900.60

17 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast

(spun) iron pipes and fittings of diameter:

18 17.57 Providing & fixing cast iron coller.

17.57.1.2 sand cast iron S & S as per IS - 3989 Each. 12.00 513.15 6157.80

17.57.2.2 sand cast iron S & S as per IS - 3989 Each. 8.00 362.05 2896.40

23 DSR Providing and laying cement concrete 1:5:10(1 cement : 5 coarse

no.19.2.1 sand : 10 graded stone aggregate 20mm nominal size) around

C.I Soil and waste pipe including bed concrete as per standard

design(embedded in the flooring / ground)

III INTERNAL & EXTERNAL WATER SUPPLY WORKS

30 Providing and fixing GI pipes complete with GI fittings and

clamps, including cutting and making good walls etc.

(internal work).

Internal work-Exposed on wall

18.10.1 15mm dia nominal bore Metre 32.00 366.40 11724.80

18.10.2 20mm dia nominal bore Metre 20.00 437.30 8746.00

18.10.3 25mm dia nominal bore Metre 100.00 551.70 55170.00

SL. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

31 Painting GI pipes and fittings with SYNTHETIC enamel paint over

a ready mixed priming coat, both of approved quality for new

18.38.1 15mm dia nominal bore Metre 32.00 19.40 620.80

18.38.2 20mm dia nominal bore Metre 20.00 23.25 465.00

18.38.3 25mm dia nominal bore Metre 100.00 30.25 3025.00

32 Providing and fixing GI Union in GI pipes including cutting and

threading the pipe and making long screws etc. complete (new

18.46.1 15mm dia nominal bore Metre 8.00 318.35 2546.80

18.46.2 20mm dia nominal bore Metre 8.00 346.80 2774.40

18.46.3 25mm dia nominal bore Metre 32.00 439.25 14056.00

33 18.17 Providing and fixing gun metal gate valve with C.I. wheel of

approved quality(screwed end )

18.17.1 25 mm nominal bore Each 4.00 622.40 2489.60

35 Providing and fixing brass stop cock of approved quality.

36 18.48 Providing and placing on terrace (at all floor levels)polyethylene

water storage tank ISI : 12701 marked indicating the BIS License

No. with cover and suitable locking arrangement and making

necessary holes for inlet, outlet and over flow pipes but without

fitting and base support for tank.[Sintex, Electroplast, Star, Lotus

or equivalent having valid ISI license].

liters capcity. Per

IV SEWERAGE SYSTEM

37 2.10 Excavating trenches of required width for pipes, cables etc.

including excavation for sockets and dressing of sides, ramming

of bottoms, depth upto 1.5m including getting out the excavated

soil, and then returning the soil as required, in layers not

exceeding 20cm in depth including consolidating Each deposited

layer by ramming, watering etc. and disposing of surplus

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

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding

39 19.1 Providing, laying and jointing glazed stoneware pipes Class SP-1

with stiff mixture of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of joints etc. complete.

40 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse

sand : 10 graded stone aggregate 40mm nominal size) all round

S.W. pipes including bed concrete as per standard design

41 19.4 Providing and fixing square-mouth S.W. gully trap grade‘A’

complete with C.I. grating, brick masonry chamber with water

tight C.I. cover with frame of 300 x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not

less than 2.70 kg as per standard design

19.4.2 150 x 100 mm size P type

SL. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

19.4.2.2 With Sewer bricks conforming to IS : 4885 Each 2.00 2711.70 5423.40

42 19.7 Constructing brick masonry manhole in cement mortar 1:4 (1

cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement

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

foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8

graded stone aggregate 40mm nominal size) inside plastering

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

finished with floating coat fo neat cement and making channels in

cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone

aggregate 20mm nminal size) finished with a floating coat of neat

cement complete as per standard design.

43 19.7.1 Inside size 90x80cms and 45cms deep including CI cover with

frame (light duty) 455x610mm internal diamensions total weight

of cover and frame to be not less than 38 kg (weight of cover 23

kg and weight of frame 15kg).

19.7.1 With common burnt clay FPS (non modular) bricks of class

(i) For Sewer Line Each 2.00 12770.55 25541.10

44 Extra for depth for manholes:

19.8.1.1 Size 90x80cm with With common burnt clay FPS (non modular)

bricks of class designation 7.5 Metre 0.50 8825.40 4412.70

45 19.15 Providing M.S. foot rests including fixing in manholes with

20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse

sand :6graded stone aggregate 20 mm nominal size) as per

standard design

19.15.1 With 20x20 mm square bar Each 6.00 544.70 3268.20

NON SCHEDULED ITEMS

V SANITARY INSTALLATIONS & C.P FITTINGS

46 NS-1 Supplying & Fixing of CP soap tray fixed to the wall with PVC

rubber plug with CP brass screws

47 NS-2 Providing and fixing Jaguar make ACN-1111SM Towel rail 600

Construction of Archery academy at Sector-4 Bokaro, Jharkhand.

SUMMARY OF COST INTERNAL ELECTRICAL WORKS

SI.NO NAME OF SUB-HEAD

DSR 2022 NON-DSR

I POINT WIRING 95326.00

II DISTRIBUTION BOARDS, MCB'S & ISOLATORS 6090.00

V INSTALLATION OF LIGHT FIXTURES 2060.00

VI INSTALLATION OF FANS AND EXHAUST FANS 13338.00

IX SUPPLY OF LIGHT FIXTURES 27244.00

X SUPPLY OF FANS AND EXHAUST FANS 5200.00

GRAND TOTAL 149258.00

GRAND TOTAL 149258.00

BILL OF QUANTITIES

INTERNAL ELECTRICAL WORK

SI. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

I I POINT WIRING

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

with 1.5 Sq.Mm. FR PVC insulated copper conductor single

core cable in Surface/ recessed medium class PVC conduit, ,

with modular switch, modular plate, suitable G.I. box and

earthing the point with 1.5Sq.Mm FR PVC insulated copper

conductor single core cable etc as required.

Supply and fixing of suitable size GI box with modular plate

and cover in front on surface or in recess, including

4 1.32 providing and fixing 6 pin 15/16 & 5/6 amps. modular Each 5 586.00 2930.00

socket outlet and 15/16 amps. modular switch, connection,

painting etc. as required.

Supply and fixing of stepped type electronic fan

regulator on the existing modular plate switch box

6 1.25 including connections but excluding modular plate etc. as Each 4 369.00 1476.00

Wiring for circuit/sub-main wiring along with earth wire

with the following size of FR PVC insulated copper

conductor, single core cable in surface/ recessed medium

class PVC conduit as required.

1.14.1 2X1.5 Sq.Mm + 1x1.5 Sq.Mm earth wire Metre 100 369.00 36900.00

1.14.3 2X4.0 Sq.Mm + 1x 4.0 Sq.Mm earth wire Metre 40 428.00 17120.00

TOTAL I 95326.00

II II DISTRIBUTION BOARDS, MCB'S & ISOLATORS :

Supplying and fixing following way, prewired SP&N MCB

distribution board of sheet steel for 240 volts on surface

/recess complete with tinned copper busbar, neutral link,

9 2.7 earth bar, din bar, detachable gland plate,

interconnections, powder painted including earthing etc. as

required (But without MCB / RCCB / Isolators).

Supplying and fixing 5 amps. to 32 amps. rating, 240

volts `C' series, miniature circuit breaker (MCB)

10 2.10 suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing and

commissioning etc. as required.

2.10.1 Single Pole Each 3 256.00 768.00

Supplying and fixing single pole, blanking plate in the

existing MCB DB complete etc. as required.

Supplying and fixing following rating, double pole, 240 V,

isolator in the existing MCB DB complete with connections,

testing and commissioning etc.

SI. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

Supplying and fixing following rating, double pole, (single

phase and neutral) 240 volts, residual current circuit

14 2.14 breaker (RCCB), having a sensitivity current upto 300

miliampere in the existing MCB DB complete with

connections,testing and commissioning etc. as required :

TOTAL II 6090.00

V V INSTALLATION OF LIGHT FIXTURES :

Installation, testing and commissioning of prewired,

flourescent fitting / compact fluorescent fitting of all

types, complete with all accessories and tubes etc. directly

24 1.41 on ceiling / wall, including connection with 1.5 sq. mm. PVC Each 10 206.00 2060.00

insulated, copper conductor, single core cable etc. as

TOTAL V 2060.00

VI VI INSTALLATION OF FANS AND EXHAUST FANS :

Installation, testing and commissioning of ceiling fan

including wiring the down rod of standard length (upto 30

cm.) with 1.5 sq. mm. FR PVC insulated, copper conductor,

single core cable, including providing and fixing phenolic

laminated sheet cover on the fan box etc. as required.

Supply, Installation, Testing and Commissioning of 1200

mm sweep, 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

Installation of exhaust fan in the existing opening, including

1.5 making good the damage, connection, testing, commissioning etc.

Extra for fixing the louvers/ shutters complete with frame for a each

exhaust fan of all sizes.

TOTAL VI 13338.00

IX VIII SUPPLY OF LIGHT FIXTURES :

Supply of Decorative wall Bracket suitable for LED Lamps

complete in all respects as required.

Supply of 20W LED Tube light of Havells Cat Ref:

LUMILINESMART20WLED865PCWH or equivalent.

30W LED Flood Light of Havells Cat Ref:

JETAQUANTOPLUSFLP30WLED757SYMLENS or equivalent.

SI. DSR RATE AMOUNT

DESCRIPTION UNIT QTY

TOTAL X 27244.00

X IX SUPPLY OF FANS AND EXHAUST FANS :

Supplying and fixing of 12''/ 300 mm metal body exhaust fan of

(Make usha / Baja / polycab / orient / khaitan As per direction of

. 1.51 executive officer consumables required to complete the job in all 2.00 2600.00 5200.00

respect shall be in the scope of the party necessary connections and

wiring shall be done by the party for proper functioning of the fans.

TOTAL XI 5200.00

NBCC (INDIA) LIMITED

228 RMT BOUNDARY WALL BOQ

S.No. DSR-2023/ Description of item of work RATE IN RS. QTY AMOUNT IN RS

Earth work in excavation by mechanical means (Hydraulic

manual means over areas (exceeding 30 cm in depth, 1.5 m in

well as 10 sqm on plan) including getting out and disposal of

earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-incharge

2 2.6.1 All kinds of soil Cum 177.50 35.17 6242.92

Providing and laying in position cement concrete of specified

3 4.1 excluding the cost of centering and shuttering - All work up to

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

4 4.1.5 sources : 6 graded stone aggregate 20 mm nominal size Cum 7294.70 30.89 225318.69

derived from natural sources)

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).

6 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 20928.70 43.40 908200.94

Digitally signed by PRIYA

NBCC (INDIA) LIMITED

228 RMT BOUNDARY WALL BOQ

S.No. DSR-2023/ Description of item of work RATE IN RS. QTY AMOUNT IN RS

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

bending, placing in position and binding all complete above

8 5.22A.2 Hard drawn steel wire Kg 95.8 648.03 62081.47

Transportation of Precast Elements by flat bed Trailor (Double

axle 40ft Length with proper accessories like A frame etc) from

factory, including the cost of loading , unloading & stacking at

with the help of required capacity cranes.

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

11 26.77 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

12 26.77.3 Solid concrete wall elements Cum 2720.30 43.40 118047.4185

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total

length 90 m), having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron 'Y' shaped placed

2.4m 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 (2.5mm thick)

wire of high tensile strength of 165 kg/ sq.mm with tape (0.52

mm thick) and weight 43.478 gm/ metre (cost of M.S. angle,

C.C. blocks shall be paid separately)

Structural steel work in single section, fixed with or without

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

coat of approved steel primer all complete.

Y shape angle weight for concertina coil fancing (angle-

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade

15 13.61.1 Two or more coats on new work. sqm 131.45 38.85 5106.83

Digitally signed by PRIYA