Carrying out Part or Part Incomplete works of Construction of 42nos of 2BHK quarters and Water supply system (WTP to Colony Area) at BHEP Balimela, Malkangiri, Odisha. at Risk and Cost of previous agency.

A Civil Work ₹ 7,93,59,537.58

B PH Work ₹ 1,55,93,714.22

C Electrical Work ₹ 1,75,59,004.51

E Total (E = A+B+C+D) ₹ 11,25,12,256.00

Summary Page 1 of 74 NBCC (India)

Digitally signedLimited

by JAYA

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Bill of Quantities

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

2 BHK QUARTER BUILDING

(E TYPE,BLOCK-1)

Earthwork in excavation in ordinary soil for

site leveling, foundation, pits, trenches and

other civil works upto and including 1.5metre

lift and stacking the soil upto a lead of 100

metre and including dewatering, removing slush,

shoring and strutting (as required), complete as

per specification and as directed by the Engineer-

In-Charge.

3 ordinary soils. Cum 678.17 170.12 1,15,370.28

Single under reamed pile foundation with RCC

M25 using 20 mm size black hard granite

crusher broken chips including cost of borring

but excluding cost of M.S./Tor steel and

labour charges for cutting, bending and binding

of steel.

5 a.Single under reamed pile (7.0m depth)

400 mm dia and 6.0 meter long per 1 pile

excavation of bore hole.

i) For each additional depth of 0.5m beyond

7 initial depth of 6.0m up to 10.0m add extra to Rmt 1086.82 1696.60 18,43,898.81

the rate per 1 pile.

Filling in foundation trenches and plinth, with

excavated earth including laying the earth in

layers not exceeding 23.5 cm thick ramming

8 & watering with all leads & lifts including cost of Cum 618.26 94.55 58,456.48

all labour,T&P completed as directed by the

Engineer-in-

charge.

Supplying and filling sand in foundation and

over areas including watering, ramming,

9 consolidating and dressing, labours, tools, Cum 0.00 479.38 -

taxes etc. all complete as per the specification

and direction of Engineer-In-Charge.

Diluting and injecting chemical emulsion (to be

supplied free of cost at site of work) for PRE

CONSTRUCTIONAL Anti-termite treatment and

creating a continuous chemical barrier under and

all-round the column pits, wall trenches,

basement excavation, top perimeter of

building, expansion joints, over the top surface

of consolidated earth on which apron is to be

laid, surroundings of pipes and conduits etc.

complete as per specifications (plinth area of the

building at ground floor only shall be measured

for payment).

Providing and laying plain cement concrete

1:3:6 (1 cement: 3 sand: 6 stone agregate

12mm nominal size) as levelling course in

foundation and plinth etc. including

tempering, curring, shuttering etc.complete all

depth and height.

BoQ Page 2 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement (PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use

in Foundation & Plinth including splays

cutting, circular moulding, corbelling,

chamfering and similar such type of works,

watering and curing etc. including cost,

conveyance, loading, unloading, royalties and

taxes of all materials, cost of all labour,

scaffolding, sundries, T&P required for the

works etc. complete in all respect as directed by

the Engineer-in-Charge.

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement (PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use

in Super structure including splays

cutting, circular moulding, corbelling,

chamfering and similar such type of works,

watering and curing etc. including cost,

conveyance, loading, unloading, royalties and

taxes of all materials, cost of all labour,

scaffolding, sundries, T&P required for the

works etc. complete in all respect as directed by

the Engineer-in-Charge.

14 Stilt floor Cum 9.89 5244.70 51,870.08

15 First floor Cum 102.65 5565.90 5,71,339.64

16 Second floor Cum 102.65 5935.16 6,09,244.17

17 Third floor Cum 102.65 6359.87 6,52,840.66

18 Terrace Cum 94.28 6848.34 6,45,661.50

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:4) with ordinary

Portland slag cement (PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use

in Super structure including splays

cutting, circular moulding, corbelling,

chamfering and similar such type of works,

watering and curing etc. including cost,

conveyance, loading, unloading, royalties and

taxes of all materials, cost of all labour,

scaffolding, sundries, T&P required for the

works etc. complete in all respect as directed by

the Engineer-in-Charge.(125 MM THICK WALL)

20 First floor Cum 36.10 5813.38 2,09,863.02

21 Second floor Cum 36.10 6182.65 2,23,193.67

22 Third floor Cum 36.10 6607.35 2,38,525.34

BoQ Page 3 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing, lifting, hoisting and laying

Reinforced cement concrete of M-25 grade

as per approved designs and drawings

having a minimum compressive strength (in

work test) 250 Kg. / Square cm. in 15 cm. cubes

at 28 days after mixing and test conducted in

accordance with I.S. 516 using 12 mm. to 20

mm. size black hard crushed broken granite

stone chips and screened and washed sharp

sand for mortar of approved quality from

approved quarry, washed and cleaned (

20mm. size chips not to exceeds 25 % )

to be mixed in concrete mixture with Portland

slag cement (PSC) including hoisting, lowering,

23 laying and compaction concrete by using

vibrators, watering and curing for 28 days,

centering and shuttering then after

dismantling and removing debris from the

work site and finishing the exposed surface

smooth providing grooves or beads wherever

necessary including cost, conveyance, loading,

unloading, royalties and taxes of all materials

and cost of all labours, sundries, T & P required

of the work etc. complete in all respect as

directed by the Engineer-in-Charge. But

excluding cost and conveyance of

M.S. rods or Tor steel and binding wires and

labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying

24 Stilt floor

25 a) Footing Cum 9.39 6370.78 59,827.99

26 b) Column up to plinth Cum 0.00 13375.00 -

27 c) Plinth Beam Cum 1.82 6820.62 12,440.81

28 d) Column above plinth Cum 3.32 13375.00 44,364.88

29 e) Lintel Cum 0.29 10745.84 3,116.29

30 h) Chajja Sqm 1.08 992.16 1,071.53

31 i) Roof Beam Cum 0.00 13375.00 -

32 j) Slab Cum 0.00 9399.50 -

33 k) Stair case Cum 0.00 12778.60 -

34 First floor

35 a)Column Cum 4.84 14915.85 72,177.80

36 b) Lintel Cum 4.28 11760.94 50,336.82

37 c) Chajja Sqm 22.95 1116.88 25,632.40

38 d) Roof Beam Cum 0.00 14915.85 -

39 e) Slab Cum 0.00 10145.27 -

40 f) Stair case Cum 0.00 14200.24 -

41 Second floor

42 a)Column Cum 4.84 16759.74 81,117.14

43 b) Lintel Cum 4.28 12973.84 55,528.04

44 c) Chajja sqm 22.95 1266.26 29,060.67

45 d) Roof Beam Cum 0.00 16759.74 -

46 e) Slab Cum 0.00 11035.03 -

47 f) Stair case Cum 0.00 15901.01 -

48 Third floor

49 a)Column Cum 4.84 18966.65 91,798.59

50 b) Lintel Cum 4.28 14423.57 61,732.88

51 c) Chajja sqm 22.95 1445.07 33,164.36

52 d) Roof Beam Cum 0.00 18966.65 -

53 e) Slab Cum 0.00 12096.97 -

54 f) Stair case Cum 0.00 17936.22 -

55 Terrace floor

56 a)Column Cum 24.08 21608.31 5,20,328.10

57 b) Lintel Cum 0.28 16156.47 4,523.81

58 c) Chajja sqm 2.93 1659.20 4,861.46

BoQ Page 4 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

59 d) Roof Beam Cum 2.57 21608.31 55,533.36

60 e) Slab Cum 4.71 13364.69 62,947.69

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG)

make including bending, binding, welding and

joining if necessary and tying the grills and

placing in position as required for R.C.C. Work

and for providing fan hooks as required,

hoisting, lowering, laying including cost,

conveyances, taxes of M.S. Rod or tor steel

and binding wires of 18 to 20 gauge and labour

61 required for the work for bending, binding and

tying the grills in all floors (Linear

measurement will be taken and quantity

will be calculated basing on the standard

weight of B.I.S. for M.S. Rods or tor steel

only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per

specification & direction of Engineer-in-

charge.

62 Stilt floor Qntl 194.77 10379.14 20,21,586.61

63 First floor Qntl 0.00 10407.72 -

64 Second floor Qntl 0.00 10437.89 -

65 Third floor Qntl 0.00 10469.40 -

66 Terrace floor Qntl 80.04 10502.65 8,40,632.11

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:6 (1

67 cement : 6 fine sand) including necessary

scaffolding, curing etc. all complete at all

floors and all heights.

68 Stilt floor Sqm 178.82 166.55 29,782.47

69 First floor Sqm 594.53 170.59 1,01,420.87

70 Second floor Sqm 594.53 174.64 1,03,828.72

71 Third floor Sqm 594.53 178.93 1,06,379.25

72 Terrace floor Sqm 212.69 183.23 38,971.19

16mm cement plaster to inside of brick surfaces

with cement mortar of mix 1:6 (1 cement

: 6 fine sand) including necessary

scaffolding, curing etc. all complete at all

floors

and all heights.

74 Ground floor Sqm 298.85 237.92 71,102.39

75 First floor Sqm 1790.68 243.81 4,36,585.69

76 Second floor Sqm 1790.68 249.94 4,47,562.56

77 Third floor Sqm 1790.68 256.20 4,58,772.22

78 Terrace floor Sqm 227.45 262.69 59,748.84

6 mm cement plaster on RCC surfaces at

ceiling/slab soffit and other locations with

79 cement mortar of mix 1:4 (1 cement : 4 coarse

sand) including necessary scaffolding, curing

etc. all complete at all floors and all heights.

80 Stilt floor Sqm 0.00 186.53 -

81 First floor Sqm 406.31 191.20 77,686.47

82 Second floor Sqm 406.31 196.10 79,677.39

83 Third floor Sqm 406.31 201.01 81,672.37

84 Terrace floor Sqm 15.49 206.04 3,191.56

BoQ Page 5 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying, fitting & fixing of Granite Tiles of

minimum Above

0.40 sqm. (20mm thick) of approved make in

floors laid on 20 mm thick cement mortar (1:4)

85 (1 cement : 4 course sand) and filling joints

with slurry including cost of all materials,

labour T&P etc. required for the work all

complete incl. rubbing as per direction of the

Engineer-in-charge.

86 Stilt floor Sqm 24.00 2692.32 64,615.68

87 First floor Sqm 28.32 2704.21 76,583.23

88 Second floor Sqm 28.32 2716.72 76,937.51

89 Third floor Sqm 28.32 2729.85 77,309.35

Supplying, fitting & fixing of Chequered tiles

in floors of approved make laid on 20 mm thick

cement mortar (1:4) (1 cement : 4 course sand)

90 and filling joints with slurry including cost of all

materials, labour T&P etc required for the work

all complete as per direction of the Engineer-in-

charge

91 Stilt floor Sqm 501.77 591.50 2,96,796.96

Supplying, fitting & fixing of 10 mm thick &

size of 600x600 mm vertified floor tile with

veilcraft (VC/FT ) shield( Scratch free/stain

free) with water absorption limit between

0.08% to 3% and conforming to IS :

15622:2006 (Group B Ib). laid on 20 mm thick

cement mortar (1:4) (1 cement : 4 course sand)

and filling joints with white cement of

approved quality including cost of all materials,

labour T&P etc. required for the work all

complete as per direction of the Engineer-in-

charge (for New Work only )

93 First floor Sqm 357.28 1185.20 4,23,448.26

94 Second floor Sqm 357.28 1197.58 4,27,871.38

95 Third floor Sqm 357.28 1210.70 4,32,558.90

Supplying, fitting & fixing of 10 mm thick and

size of 600x300 mm Jointless vertified wall tile

of in dadoes, skirting and risers of steps of laid

on 12 mm thick cement mortar (1:3) (1 cement

96 : 3 course sand) jointed with slurry mixed with

pigment to match the shades of the tiles etc.

complete including cost of all materials, labour

T&P etc. required for the work all complete as

per direction of the Engineer-in-charge.

97 First floor Sqm 69.74 1314.58 91,678.81

98 Second floor Sqm 69.74 1333.34 92,987.13

99 Third floor Sqm 69.74 1358.48 94,740.40

BoQ Page 6 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying, fitting and fixing of Antiskid Ceramic

Floor Tiles in flooring in toilets using special

plain / printed series anti-skid ceramic floor

tile of premium grade (having minimum

thickness 7 mm to 8 mm & size 300 mm x 300

mm or 400 mm x 400 mm ) confirming to I.S

13755 of approved quility and shade on 20mm

thick ded of cement morter of mix (1:4) laid in

proper slope and gradient with screened &

washed sharp river sand for mortar and

grouted with neat white cement slurry, joining

the anti-skid ceramic floor tiles with neat white

100 cement slurry, mixed with required (tiles are

to be immersed in the water for required time

before use) quantities of pigments of approved

marks to match the shades of the anti-skid

ceramic floor tiles if required including

cost, conveyance, loading, unloading,

stacking, royalties of all material, cost of all

labour , sundries, T&P required for the work ,

watering,complete in all respect as per

specification excluding GST aas per specification

as directed by Engineer-in-charge.(Note-

Sample of tiles shall be approved before

procurement and use.)

101 First floor Sqm 30.53 851.98 26,010.95

102 Second floor Sqm 30.53 864.49 26,392.88

103 Third floor Sqm 30.53 877.61 26,793.43

Supplying, fitting & fixing of 600cm x 300cm

Germ free Ceramic wall tiles of premium

grade having thickness 6.5mm to 6.7mm

confirming to IS 13753 in dadoes, skirting and

risers of steps laid on 12 mm thick cement

104 mortar (1:3) (1 cement : 3 course sand)

jointed with slurry mixed with pigment to match

the shades of the tiles etc. complete including

cost of all materials, labour T&P etc. required

for the work all complete as per direction of the

Engineer-in-charge

105 First floor Sqm 8.91 934.40 8,325.50

106 Second floor Sqm 8.91 953.15 8,492.57

107 Third floor Sqm 8.91 972.78 8,667.47

Providing and fixing seasoned sal wood work

in frames at any locations including doors,

windows,cupboard, clerestory and other frames

fixing in position including cost of hinges,

M.S. flat (30mm x 6mm) hold fasts lugs or dash

fasteners of required dia and length as per

drawing / specification, at all

floors and all heights.

109 First floor Cum 1.46 60646.33 88,543.64

110 Second floor Cum 1.46 60646.33 88,543.64

111 Third floor Cum 1.46 60646.33 88,543.64

BoQ Page 7 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Factory made 30mm/32mm flush door

shutter (Laminates both side of frame) with all

labour, iron fittings, and wooden hinged cleats

etc fitted and fixed complete in all respect

113 Stilt floor Sqm 53.55 4403.02 2,35,781.72

114 First floor Sqm 53.55 4403.02 2,35,781.72

115 Second floor Sqm 53.55 4403.02 2,35,781.72

Factory made FRP( Altematly called GRP) door

frame of size 75mm x 100mm fabricated using

E - glass chopped strand mat (CSM) U.V

stabilised inopathalic Gel coat and impregnated

with inopathalic resin The thickness of the GRP

skins shall not be less then 2.0 mm . The door

frame consists of four segments which are

provided with plug in socket arrrangement in-

situ-in mould. The segments are plugged in and

are joined together by means of srew. The GRP

frame shall be provided with wooden

reinforcement on six locations for high srew

holding capacity for fixing metalic hold fast and

shall be consolidated by filling with medium

density foam / plaster of paris with fibre

reinforcement , six number of 260mm x 25mm

x 5mm size 'S' shaped M.S flat hold fast shall

be provided with the frame. The material and

process for manufacturing the finish of door

frame shall conform to RV-TIFAC composites

Design centre's standards and specifications .

The finish of door frame will be plain colour

white /Ivory/Beige/Light grey / Golden brown /

Mahogany/ Teak wood /sand stone

Champagne/Pastel blue or any other colour

using high quality pigment complete in all

respect as per specification and direction of the

Engineer in Charge. etc. complete

117 First floor Rmt 59.40 635.92 37,773.65

118 Second floor Rmt 59.40 635.92 37,773.65

119 Third floor Rmt 59.40 635.92 37,773.65

BoQ Page 8 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Factory made GIRID FRP or called GRP sandwich

composite door shutter of 32mm thick

laminated with two GRP skin with good grain

finish fabricated using UV stabilised isoppthalic

gel coat and one layer of 450 gsm E-glass

chopped strand mat (CSM) impregnated with

ortopathilic resin The thickness of the skins shall

not be less than 1.50mm . Expanded polysryne (

EPS) structural foam panel of 29 mm tickness

and a density of 20kg/cu.mts shall be used as

core material wooden reinforcements made of

sesasoned sal wood block of cross section not

less than 28mm x 32mm and also necessary sal

wood reinforcements for fitting the metal fittings

such as lower bolts ,aldrops, handles etc. shall

be provided . A structural adhesive compatible

with (EPS)foam shall be used for bending the

core material. the sal wood reinforcements and

the skin The material and process for

manufactuing te door shutter shall conform to

RV -TIFAC components design centre's

standards and specification and the door

shutters tested in conformation to IS 4020-

1998. The Finish of door shutter will be plain

colour as per specification and direction of the

Engineer in Charge. etc. complete

121 First floor Sqm 18.90 4272.76 80,755.16

122 Second floor Sqm 18.90 4272.76 80,755.16

123 Third floor Sqm 18.90 4272.76 80,755.16

Providing & Fixing pristine white UPVC framed

sliding glazed windows make :Komerling

Company must have own production

facilities(extrusion & fabrication) & control

the entire cycle from Extrusion to Installation

to post sales service.Providing & Fixing of

factory made uPVC sliding window (whilte

colour) complete, comprising uPVC multi-

chambered frame having in-built uPVC roller

track on top & uPVC sash with wall

thickness of 2.0mm(+-0.2) duly reinforced

with G.I section 1.6mm , profile shall

be manufactured from tropicalized blend with

TiO2 & required addictives.Profile must be

colorfast and conform to standard EN12608.The

profile sections should have multi hollow (min 2

to 3 chambers) chamber to include GI

reinforcement with 120 GSM zinc coated,fitted

in continuous length, in closed chamber. The

wind load requirement as per IS 875-

Part III on sash/mullion.Supplier should

be submitting wind load calculation &

validation complying with IS -845-III before

materila supply.Minimum steel reinforcement

thickness of

1.2mm to 2.5 mm.UPVC windows & doors must

be fabricated with fusion welded corners & must.

125 First floor Sqm 63.45 10385.30 6,58,947.29

126 Second floor Sqm 63.45 10385.30 6,58,947.29

127 Third floor Sqm 63.45 10385.30 6,58,947.29

BoQ Page 9 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

128 Terrace floor Sqm 3.24 10385.30 33,648.37

Supplying and Fixing of M.S. Grills, M.S.Doors,

M.S. Gate etc including cost,conveyance of all

129 materials,priming,and labour for fitting fixing

etc.complete as per the instruction of Engineer

in-Charge

130 Stilt floor Kg 81.00 76.28 6,178.68

131 First floor Kg 120.38 76.28 9,182.59

132 Second floor Kg 120.38 76.28 9,182.59

133 Third floor Kg 120.38 76.28 9,182.59

134 Terrace floor Kg 346.50 76.28 26,431.02

Priming one coat with wall cement primer

(water bound) to make an even finished

surface in all floors and heights to wall surface

of approved make and shade including

sand papering, applying putty wherever

necessary & cost of scaffolding, staging

charges with cost, conveyance, taxes of all

materials, cost of all labour,labour cess T&P etc.

complete as per the direction of the Engineer-in-

charge.

136 Ground floor Sqm 1149.79 73.58 84,601.55

137 First floor Sqm 2782.62 75.42 2,09,865.20

138 Second floor Sqm 2782.62 77.26 2,14,985.22

139 Third floor Sqm 2782.62 79.10 2,20,105.24

140 Terrace floor Sqm 455.62 81.06 36,932.56

Painting two coats with approved anti-fungal

weather seal paints (ISI) of approved colour,

shade on wall surface over a coat of wall

primer(ISI) water bound including sand

papering, polishing the surface, cost,

conveyances of all materials and cost of all

labour,labour cess with T&P etc, complete as per

specification & direction of Engineer-in-charge.

142 Stilt floor Sqm 178.82 90.75 16,227.92

143 First floor Sqm 594.53 93.94 55,850.15

144 Second floor Sqm 594.53 97.26 57,823.99

145 Third floor Sqm 594.53 100.81 59,934.57

146 Terrace floor Sqm 242.94 104.48 25,382.37

Finishing plastered surfaces of walls with cement

based wall putty (Water based) of approved

make and finishing the surface smooth and

even by sand papering to receive painting

in walls, at all heights with staging

wherever necessary with cost, conveyance,

taxes of all materials, cost of all

labour,labourcess, all T&P etc. required for

the work complete in all respect as per the

direction of the Engineer-in charge.

148 Stilt floor Sqm 970.97 80.70 78,357.28

149 First floor Sqm 2188.09 80.70 1,76,578.86

150 Second floor Sqm 2188.09 80.70 1,76,578.86

151 Third floor Sqm 2188.09 80.70 1,76,578.86

152 Terrace floor Sqm 242.94 80.70 19,605.26

BoQ Page 10 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Painting two coats with approved plastic

emulsion paint over a coat of wall primer of

make Dulux / Berger / Asian to inside surface

of walls finished with Acrylic Wall putty

(water based) of make (Birla / JK) and

finished smooth & even surface to receive

153 painting using roller to the final coat

including cost of scaffolding staging

charges with cost, conveyances, taxes of all

materials, cost of labour, T&P required for

the work etc. complete for all floors as per

specification & direction of the Engineer-in-

charge.

154 Stilt floor Sqm 970.97 98.73 95,863.87

155 First floor Sqm 2188.09 100.69 2,20,318.78

156 Second floor Sqm 2188.09 102.65 2,24,607.44

157 Third floor Sqm 2188.09 104.62 2,28,917.98

158 Terrace floor Sqm 242.94 106.70 25,921.70

Painting one coats with approved primer on

Steel work

160 Stilt floor Sqm 3.56 65.98 234.89

161 First floor Sqm 67.57 67.69 4,573.81

162 Second floor Sqm 67.57 69.53 4,698.14

163 Third floor Sqm 67.57 71.37 4,822.47

164 Terrace floor Sqm 11.55 73.34 847.08

Painting two coats with approved Enamel Paint

on Steel work

166 Stilt floor Sqm 3.56 167.64 596.80

167 First floor Sqm 67.57 171.82 11,609.88

168 Second floor Sqm 67.57 176.23 11,907.86

169 Third floor Sqm 67.57 180.77 12,214.63

170 Terrace floor Sqm 11.55 185.31 2,140.33

Supplying, fitting and fixing of Stainless steel of

304 grade in hand ralling using 50mm dia of

2mm thick circular pipe with Balustrade of size

32mm X 32mm X 2mm @ 0.90mtr. C/C and

stainless square pipe bracing of size 32mm X

32mm X 2mm in 3 rows in stair case as

per approved design and specification,

buffing, polishing etc with cost, conveyance,

taxes, all materials, labour, T&P etc.

required for the complete in all respect.

172 Stilt floor Kg 104.70 354.43 37,108.82

173 First floor Kg 618.57 354.43 2,19,239.77

174 Second floor Kg 618.57 354.43 2,19,239.77

175 Third floor Kg 618.57 354.43 2,19,239.77

2.5 cm thick grading concrete (1:2:2) on roof

176 slab with 6.7mm & down grades size hard

granite crusher broken chips on new work

177 Terrace floor Sqm 426.28 520.61 2,21,925.63

BoQ Page 11 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and laying water proofing treatment in

sunken portion of WCs, bathroom etc., by

applying cement slurry mixed with water

proofing cement compound consisting of

applying :

(a) First layer of slurry of cement @ 0.488

kg/sqm mixed with water proofing cement

compound @ 0.253 kg/ sqm. This layer will be

178 allowed to air cure for 4hours. (b) Second 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.

179 First floor Sqm 30.53 325.30 9,931.41

180 Second floor Sqm 30.53 325.30 9,931.41

181 Third floor Sqm 30.53 325.30 9,931.41

Providing and applying integral crystalline slurry

of hydrophilic in nature for waterproofing

treatment to the RCC structures like retaining

walls of the basement, water tanks, roof slabs,

podiums, reservior, sewage & water treatment

plant, tunnels / subway and bridge deck etc.,

prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral

crystalline slurry : 1 part water) for horizontal

surfaces and applying the same from negative

(internal) side with the help of synthetic fiber

brush. The material shall meet the requirements

as specified in ACI-212-3R-2010 i.e by reducing

permeability of concrete by more than 90%

compared with control concrete as per DIN 1048

and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be

capable of self-healing of cracks up to a width

of 0.50mm. The work shall be carried out all

complete as per specification and the direction

of the engineer-incharge. The product

performance shall carry guarantee for 10 years

against

183 Terrace floor Sqm 426.28 510.70 2,17,701.20

2 BHK QUARTER BUILDING(E TYPE,BLOCK-

Earthwork in excavation in ordinary soil for site

leveling, foundation, pits, trenches and other

civil works upto and including 1.5metre lift and

stacking the soil upto a lead of 100 metre and

including dewatering, removing slush, shoring

and strutting (as required), complete as per

specification and as

directed by the Engineer-In-Charge.

186 ordinary soils. Cum 971.52 170.12 1,65,274.98

BoQ Page 12 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Single under reamed pile foundation with RCC

M25 using 20 mm size black hard granite

crusher broken chips including cost of borring

but excluding cost of M.S./Tor steel and labour

charges for cutting, bending and binding of

steel.

188 a.Single under reamed pile (7.0m depth)

400 mm dia and 6.0 meter long per 1 pile

excavation of bore

i) For each additional depth of 0.5m beyond

initial depth of 6.0

Filling in foundation trenches and plinth, with

excavated earth including laying the earth in

layers not exceeding 23.5 cm thick ramming &

watering with all leads & lifts including cost of

all labour,T&P completed as directed by the

Engineer-in-charge.

Supplying and filling sand in foundation and over

areas including watering, ramming,

192 consolidating and dressing, labours, tools, taxes Cum 0.00 479.38 -

etc. all complete as per the specification

and direction of Engineer-In-Charge.

Diluting and injecting chemical emulsion (to be

supplied free of cost at site of work) for PRE

CONSTRUCTIONAL Anti-termite treatment and

creating a continuous chemical barrier under and

all-round the column pits, wall trenches,

basement excavation, top perimeter of building,

expansion joints, over the top surface of

consolidated earth on which apron is to be laid,

surroundings of pipes and conduits etc. complete

as per specifications (plinth area of the building

at ground floor only shall be measured for

payment).

Providing and laying plain cement concrete

1:3:6 (1 cement: 3 sand: 6 stone agregate

12mm nominal size) as levelling course in

foundation and plinth etc. including tempering,

curring, shuttering etc.complete all depth and

height.

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

195 Foundation & Plinth including splays cutting, Cum 16.14 5197.72 83,891.20

circular moulding, corbelling, chamfering and

similar such type of works, watering and curing

etc. including cost, conveyance, loading,

unloading, royalties and taxes of all materials,

cost of all labour, scaffolding, sundries, T&P

required for the works etc. complete in all

respect as directed by the Engineer-in-Charge.

BoQ Page 13 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

196 Super structure including splays cutting, circular

moulding, corbelling, chamfering and similar

such type of works, watering and curing etc.

including cost, conveyance, loading, unloading,

royalties and taxes of all materials, cost of all

labour, scaffolding, sundries, T&P required for

the works etc. complete in all respect as directed

by the Engineer-in-Charge.

197 Stilt floor Cum 20.46 5244.70 1,07,306.56

198 First floor Cum 134.66 5565.90 7,49,504.09

199 Second floor Cum 134.66 5935.16 7,99,228.65

200 Third floor Cum 134.66 6359.87 8,56,420.09

201 Terrace Cum 101.95 6848.34 6,98,188.26

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:4) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

Super structure including splays cutting, circular

moulding, corbelling, chamfering and similar

such type of works, watering and curing etc.

including cost, conveyance, loading, unloading,

royalties and taxes of all materials, cost of all

labour, scaffolding, sundries, T&P required for

the works etc. complete in all respect as directed

by the Engineer-in-Charge.(125 MM THICK

203 First floor Cum 48.13 5813.38 2,79,797.98

204 Second floor Cum 48.13 6182.65 2,97,570.94

205 Third floor Cum 48.13 6607.35 3,18,011.76

BoQ Page 14 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing, lifting, hoisting and laying Reinforced

cement concrete of M-25 grade as per approved

designs and drawings having a minimum

compressive strength (in work test) 250 Kg. /

Square cm. in 15 cm. cubes at 28 days after

mixing and test conducted in accordance with

I.S. 516 using 12 mm. to 20 mm. size black

hard crushed broken granite stone chips and

screened and washed sharp sand for mortar of

approved quality from approved quarry, washed

and cleaned ( 20mm. size chips not to exceeds

25 % ) to be mixed in concrete mixture with

Portland slag cement (PSC) including hoisting,

lowering, laying and compaction concrete by

206 using vibrators, watering and curing for 28 days,

centering and shuttering then after dismantling

and removing debris from the work site and

finishing the exposed surface smooth providing

grooves or beads wherever necessary including

cost, conveyance, loading, unloading, royalties

and taxes of all materials and cost of all labours,

sundries, T & P required of the work etc.

complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and

conveyance of

M.S. rods or Tor steel and binding wires and

labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the

grills and placing in proper position.

207 Stilt floor

208 a) Footing Cum 0.00 6370.78 -

209 b) Column up to plinth Cum 0.00 13375.00 -

210 c) Plinth Beam Cum 3.68 6820.62 25,099.88

211 d) Column above plinth Cum 0.98 13375.00 13,040.63

212 e) Lintel Cum 0.47 10745.84 5,050.54

213 h) Chajja Sqm 2.16 992.16 2,143.07

214 i) Roof Beam Cum 0.00 13375.00 -

215 j) Slab Cum 0.00 9399.50 -

216 k) Stair case Cum 0.00 12778.60 -

217 First floor

218 a)Column Cum 0.00 14915.85 -

219 b) Lintel Cum 5.79 11760.94 68,095.84

220 c) Chajja Sqm 31.32 1116.88 34,980.68

221 d) Roof Beam Cum 0.00 14915.85 -

222 e) Slab Cum 0.00 10145.27 -

223 f) Stair case Cum 0.00 14200.24 -

224 Second floor

225 a)Column Cum 0.00 16759.74 -

226 b) Lintel Cum 5.79 12973.84 75,118.53

227 c) Chajja sqm 31.32 1266.26 39,659.26

228 d) Roof Beam Cum 0.00 16759.74 -

229 e) Slab Cum 0.00 11035.03 -

230 f) Stair case Cum 0.00 15901.01 -

231 Third floor

232 a)Column Cum 0.00 18966.65 -

233 b) Lintel Cum 5.79 14423.57 83,512.47

234 c) Chajja sqm 31.32 1445.07 45,259.59

235 d) Roof Beam Cum 0.00 18966.65 -

236 e) Slab Cum 0.00 12096.97 -

237 f) Stair case Cum 0.00 17936.22 -

238 Terrace floor

239 a)Column Cum 24.25 21608.31 5,24,001.52

240 b) Lintel Cum 0.45 16156.47 7,270.41

241 c) Chajja sqm 4.68 1659.20 7,765.06

BoQ Page 15 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

242 d) Roof Beam Cum 5.10 21608.31 1,10,202.38

243 e) Slab Cum 8.76 13364.69 1,17,074.68

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG) make

including bending, binding, welding and joining

if necessary and tying the grills and placing in

position as required for R.C.C. Work and for

providing fan hooks as required, hoisting,

lowering, laying including cost, conveyances,

taxes of M.S. Rod or tor steel and binding wires

244 of 18 to 20 gauge and labour required for the

work for bending, binding and tying the grills in

all floors (Linear measurement will be taken and

quantity will be calculated basing on the

standard weight of B.I.S. for M.S. Rods or tor

steel only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per specification

& direction of Engineer-in-charge.

245 Stilt floor Qntl 29.83 10379.14 3,09,609.75

246 First floor Qntl 0.00 10407.72 -

247 Second floor Qntl 0.00 10437.89 -

248 Third floor Qntl 0.00 10469.40 -

249 Terrace floor Qntl 92.08 10502.65 9,67,084.01

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:6 (1

250 cement : 6 fine sand) including necessary

scaffolding, curing etc. all complete at all floors

and all heights.

251 Stilt floor Sqm 157.89 166.55 26,296.58

252 First floor Sqm 607.27 170.59 1,03,594.19

253 Second floor Sqm 607.27 174.64 1,06,053.63

254 Third floor Sqm 607.27 178.93 1,08,658.82

255 Terrace floor Sqm 436.37 183.23 79,956.08

16mm cement plaster to inside of brick surfaces

with cement mortar of mix 1:6 (1 cement : 6

256 fine sand) including necessary scaffolding,

curing etc. all complete at all floors

and all heights.

257 Ground floor Sqm 292.73 237.92 69,646.32

258 First floor Sqm 2372.17 243.81 5,78,358.77

259 Second floor Sqm 2372.17 249.94 5,92,900.17

260 Third floor Sqm 2372.17 256.20 6,07,749.95

261 Terrace floor Sqm 296.08 262.69 77,777.26

6 mm cement plaster on RCC surfaces at

ceiling/slab soffit and other locations with

262 cement mortar of mix 1:4 (1 cement : 4 coarse

sand) including necessary scaffolding, curing

etc. all complete at all floors and all heights.

263 Stilt floor Sqm 258.90 186.53 48,292.62

264 First floor Sqm 749.85 191.20 1,43,371.32

265 Second floor Sqm 749.85 196.10 1,47,045.59

266 Third floor Sqm 749.85 201.01 1,50,727.35

267 Terrace floor Sqm 15.49 206.04 3,191.56

BoQ Page 16 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying, fitting & fixing of Granite Tiles of

minimum Above

0.40 sqm. (20mm thick) of approved make in

floors laid on 20 mm thick cement mortar (1:4)

268 (1 cement : 4 course sand) and filling joints with

slurry including cost of all materials, labour

T&P etc. required for the work all complete incl.

rubbing as per direction of the Engineer-in-

charge.

269 Stilt floor Sqm 48.00 2692.32 1,29,231.36

270 First floor Sqm 56.64 2704.21 1,53,166.45

271 Second floor Sqm 56.64 2716.72 1,53,875.02

272 Third floor Sqm 56.64 2729.85 1,54,618.70

Supplying, fitting & fixing of Chequered tiles in

floors of approved make laid on 20 mm thick

cement mortar (1:4) (1 cement : 4 course sand)

273 and filling joints with slurry including cost of all

materials, labour T&P etc required for the work

all complete as per direction of the Engineer-in-

charge

274 Stilt floor Sqm 872.24 591.50 5,15,929.96

Supplying, fitting & fixing of 10 mm thick &

size of 600x600 mm vertified floor tile with

veilcraft (VC/FT ) shield( Scratch free/stain

free) with water absorption limit between

0.08% to 3% and conforming to IS :

15622:2006 (Group B Ib). laid on 20 mm thick

cement mortar (1:4) (1 cement : 4 course sand)

and filling joints with white cement of approved

quality including cost of all materials, labour T&P

etc. required for the work all complete as per

direction of the Engineer-in-charge (for New

Work only )

276 First floor Sqm 667.15 1185.20 7,90,706.18

277 Second floor Sqm 667.15 1197.58 7,98,965.50

278 Third floor Sqm 667.15 1210.70 8,07,718.51

Supplying, fitting & fixing of 10 mm thick and

size of 600x300 mm Jointless vertified wall tile

of in dadoes, skirting and risers of steps of laid

on 12 mm thick cement mortar (1:3) (1 cement

: 3 course sand) jointed with slurry mixed with

pigment to match the shades of the tiles etc.

complete including cost of all materials, labour

T&P etc. required for the work all complete as

per direction of the Engineer-in-

charge.

280 First floor Sqm 94.69 1314.58 1,24,477.58

281 Second floor Sqm 94.69 1333.34 1,26,253.96

282 Third floor Sqm 94.69 1358.48 1,28,634.47

BoQ Page 17 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying, fitting and fixing of Antiskid Ceramic

Floor Tiles in flooring in toilets using special

plain / printed series anti-skid ceramic floor tile

of premium grade (having minimum thickness 7

mm to 8 mm & size 300 mm x 300 mm or 400

mm x 400 mm ) confirming to I.S 13755 of

approved quility and shade on 20mm thick ded

of cement morter of mix (1:4) laid in proper

slope and gradient with screened & washed

sharp river sand for mortar and grouted with

neat white cement slurry, joining the anti-skid

ceramic floor tiles with neat white cement slurry,

283 mixed with required (tiles are to be immersed in

the water for required time before use)

quantities of pigments of approved marks to

match the

shades of the anti-skid ceramic floor tiles if

required including cost, conveyance, loading,

unloading, stacking, royalties of all material,

cost of all labour , sundries, T&P required for the

work , watering,complete in all respect as per

specification excluding GST aas per specification

as directed by Engineer-in-charge.(Note- Sample

of tiles shall be approved before procurement

and use.)

284 First floor Sqm 40.70 851.98 34,675.59

285 Second floor Sqm 40.70 864.49 35,184.74

286 Third floor Sqm 40.70 877.61 35,718.73

Supplying, fitting & fixing of 600cm x 300cm

Germ free Ceramic wall tiles of premium grade

having thickness 6.5mm to 6.7mm confirming to

IS 13753 in dadoes, skirting and risers of steps

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

287 cement : 3 course sand) jointed with slurry

mixed with pigment to match the shades of the

tiles etc. complete including cost of all materials,

labour T&P etc. required for the work all

complete as per direction of the Engineer-in-

charge

288 First floor Sqm 8.91 934.40 8,325.50

289 Second floor Sqm 8.91 953.15 8,492.57

290 Third floor Sqm 8.91 972.78 8,667.47

Providing and fixing seasoned sal wood work in

frames at any locations including doors,

windows,cupboard, clerestory and other frames

fixing in position including cost of hinges,

M.S. flat (30mm x 6mm) hold fasts lugs or dash

fasteners of required dia and length as per

drawing / specification, at all

floors and all heights.

292 First floor Cum 1.95 60646.33 1,18,260.34

293 Second floor Cum 1.95 60646.33 1,18,260.34

294 Third floor Cum 1.95 60646.33 1,18,260.34

BoQ Page 18 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Factory made 30mm/32mm flush door shutter

(Laminates both side of frame) with all labour,

iron fittings, and wooden hinged cleats etc fitted

and fixed complete in all respect

296 Stilt floor Sqm 71.40 4403.02 3,14,375.63

297 First floor Sqm 71.40 4403.02 3,14,375.63

298 Second floor Sqm 71.40 4403.02 3,14,375.63

Factory made FRP( Altematly called GRP) door

frame of size 75mm x 100mm fabricated using

E - glass chopped strand mat (CSM) U.V

stabilised inopathalic Gel coat and impregnated

with inopathalic resin The thickness of the GRP

skins shall not be less then 2.0 mm . The door

frame consists of four segments which are

provided with plug in socket arrrangement in-

situ-in mould. The segments are plugged in and

are joined together by means of srew. The GRP

frame shall be provided with wooden

reinforcement on six locations for high srew

holding capacity for fixing metalic hold fast and

shall be consolidated by filling with medium

299 density foam / plaster of paris with fibre

reinforcement , six number of 260mm x 25mm x

5mm size 'S' shaped M.S flat hold fast shall be

provided with the frame. The material and

process for manufacturing the finish of door

frame shall conform to RV-TIFAC composites

Design centre's standards and specifications .

The finish of door frame will be plain colour

white /Ivory/Beige/Light grey / Golden brown /

Mahogany/ Teak wood /sand stone

Champagne/Pastel blue or any other colour

using high quality pigment complete in all

respect as per specification and direction of the

Engineer in Charge.

etc. complete

300 First floor Rmt 79.20 635.92 50,364.86

301 Second floor Rmt 79.20 635.92 50,364.86

302 Third floor Rmt 79.20 635.92 50,364.86

BoQ Page 19 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Factory made GIRID FRP or called GRP sandwich

composite door shutter of 32mm thick

laminated with two GRP skin with good grain

finish fabricated using UV stabilised isoppthalic

gel coat and one layer of 450 gsm E-glass

chopped strand mat (CSM) impregnated with

ortopathilic resin The thickness of the skins shall

not be less than 1.50mm . Expanded polysryne (

EPS) structural foam panel of 29 mm tickness

and a density of 20kg/cu.mts shall be used as

core material wooden reinforcements made of

sesasoned sal wood block of cross section not

less than 28mm x 32mm and also necessary sal

303 wood reinforcements for fitting the metal

fittings such as lower bolts ,aldrops, handles etc.

shall be provided . A structural adhesive

compatible with (EPS)foam shall be used for

bending the core material. the sal wood

reinforcements and the skin The material and

process for manufactuing te door shutter shall

conform to RV -TIFAC components design

centre's standards and specification and the door

shutters tested in conformation to IS 4020-

The Finish of door shutter will be plain colour as

per specification and direction of the Engineer

in Charge. etc. complete

304 First floor Sqm 25.20 4272.76 1,07,673.55

305 Second floor Sqm 25.20 4272.76 1,07,673.55

306 Third floor Sqm 25.20 4272.76 1,07,673.55

Providing & Fixing pristine white UPVC framed

sliding glazed windows make :Komerling

Company must have own production

facilities(extrusion & fabrication) & control the

entire cycle from Extrusion to Installation to post

sales service.Providing & Fixing of factory made

uPVC sliding window (whilte colour) complete,

comprising uPVC multi-chambered frame having

in-built uPVC roller track on top & uPVC sash

with wall thickness of 2.0mm(+-0.2) duly

reinforced with G.I section 1.6mm , profile shall

be manufactured from tropicalized blend with

TiO2 & required addictives.Profile must be

colorfast and conform to standard EN12608.The

profile sections should have multi hollow (min 2

to 3 chambers) chamber to include GI

reinforcement with 120 GSM zinc coated,fitted in

continuous length, in closed chamber. The

wind load requirement as per IS 875-Part III on

sash/mullion.Supplier should be submitting wind

load calculation & validation complying with IS -

845-III before materila supply.Minimum steel

reinforcement thickness of

1.2mm to 2.5 mm.UPVC windows & doors must

be fabricated with fusion welded corners & must.

308 First floor Sqm 86.76 10385.30 9,01,028.63

309 Second floor Sqm 86.76 10385.30 9,01,028.63

310 Third floor Sqm 86.76 10385.30 9,01,028.63

BoQ Page 20 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

311 Terrace floor Sqm 6.48 10385.30 67,296.74

Supplying and Fixing of M.S. Grills, M.S.Doors,

M.S. Gate etc including cost,conveyance of all

312 materials,priming,and labour for fitting fixing

etc.complete as per the instruction of Engineer-

in-Charge

313 Stilt floor Kg 162.00 76.28 12,357.36

314 First floor Kg 120.38 76.28 9,182.59

315 Second floor Kg 120.38 76.28 9,182.59

316 Third floor Kg 120.38 76.28 9,182.59

317 Terrace floor Kg 554.40 76.28 42,289.63

Priming one coat with wall cement primer (water

bound) to make an even finished surface in all

floors and heights to wall surface of approved

make and shade including sand papering,

318 applying putty wherever necessary & cost of

scaffolding, staging charges with cost,

conveyance, taxes of all materials, cost of all

labour,labour cess T&P etc. complete as per the

direction of the Engineer-in-charge.

319 Ground floor Sqm 1618.93 73.58 1,19,120.87

320 First floor Sqm 3720.38 75.42 2,80,591.06

321 Second floor Sqm 3720.38 77.26 2,87,436.56

322 Third floor Sqm 3720.38 79.10 2,94,282.06

323 Terrace floor Sqm 747.94 81.06 60,628.02

Painting two coats with approved anti-fungal

weather seal paints (ISI) of approved colour,

shade on wall surface over a coat of wall

primer(ISI) water bound including sand

papering, polishing the surface, cost,

conveyances of all materials and cost of all

labour,labour cess with T&P etc, complete as per

specification & direction of Engineer-in-charge.

325 Stilt floor Sqm 157.89 90.75 14,328.52

326 First floor Sqm 607.27 93.94 57,046.94

327 Second floor Sqm 607.27 97.26 59,063.08

328 Third floor Sqm 607.27 100.81 61,218.89

329 Terrace floor Sqm 311.57 104.48 32,552.83

Finishing plastered surfaces of walls with cement

based wall putty (Water based) of approved

make and finishing the surface smooth and even

by sand papering to receive painting in walls, at

all heights with staging wherever necessary with

cost, conveyance, taxes of all materials, cost of

all labour,labourcess, all T&P etc. required for

the work complete in all respect as per the

direction of the Engineer-in-

charge.

331 Stilt floor Sqm 1461.04 80.70 1,17,905.93

332 First floor Sqm 3113.11 80.70 2,51,227.98

333 Second floor Sqm 3113.11 80.70 2,51,227.98

334 Third floor Sqm 3113.11 80.70 2,51,227.98

335 Terrace floor Sqm 311.57 80.70 25,143.70

BoQ Page 21 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Painting two coats with approved plastic

emulsion paint over a coat of wall primer of

make Dulux / Berger / Asian to inside surface of

walls finished with Acrylic Wall putty (water

based) of make (Birla / JK) and finished smooth

& even surface to receive painting using roller to

the final coat including cost of scaffolding

staging charges with cost, conveyances, taxes of

all materials, cost of labour, T&P required for the

work etc. complete for all floors as per

specification & direction of the Engineer-in-

charge.

337 Stilt floor Sqm 1461.04 98.73 1,44,248.48

338 First floor Sqm 3113.11 100.69 3,13,459.05

339 Second floor Sqm 3113.11 102.65 3,19,560.74

340 Third floor Sqm 3113.11 104.62 3,25,693.57

341 Terrace floor Sqm 311.57 106.70 33,244.52

Painting one coats with approved primer on

Steel work

343 Stilt floor Sqm 7.13 65.98 470.44

344 First floor Sqm 89.64 67.69 6,067.73

345 Second floor Sqm 89.64 69.53 6,232.67

346 Third floor Sqm 89.64 71.37 6,397.61

347 Terrace floor Sqm 18.48 73.34 1,355.32

Painting two coats with approved Enamel Paint

on Steel work

349 Stilt floor Sqm 7.13 167.64 1,195.27

350 First floor Sqm 89.64 171.82 15,401.94

351 Second floor Sqm 89.64 176.23 15,797.26

352 Third floor Sqm 89.64 180.77 16,204.22

353 Terrace floor Sqm 18.48 185.31 3,424.53

Supplying, fitting and fixing of Stainless steel of

304 grade in hand ralling using 50mm dia of

2mm thick circular pipe with Balustrade of size

32mm X 32mm X 2mm @ 0.90mtr. C/C and

stainless square pipe bracing of size 32mm X

32mm X 2mm in 3 rows in stair case as per

approved design and specification, buffing,

polishing etc with cost, conveyance, taxes, all

materials, labour, T&P etc. required for the

complete in all respect.

355 Stilt floor Kg 209.40 354.43 74,217.64

356 First floor Kg 662.96 354.43 2,34,972.91

357 Second floor Kg 662.96 354.43 2,34,972.91

358 Third floor Kg 662.96 354.43 2,34,972.91

2.5 cm thick grading concrete (1:2:2) on roof

slab with 6.7mm & down grades size hard

granite crusher broken chips on

new work

360 Terrace floor Sqm 804.79 520.61 4,18,981.72

BoQ Page 22 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and applying integral crystalline slurry

of hydrophilic in nature for waterproofing

treatment to the RCC structures like retaining

walls of the basement, water tanks, roof slabs,

podiums, reservior, sewage & water treatment

plant, tunnels / subway and bridge deck etc.,

prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral

crystalline slurry : 1 part water) for horizontal

surfaces and applying the same from negative

(internal) side with the help of synthetic fiber

brush. The material shall meet the requirements

as specified in ACI-212-3R-2010 i.e by reducing

permeability of concrete by more than 90%

compared with control concrete as per DIN 1048

and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be

capable of self-healing of cracks up to a width

of 0.50mm. The work shall be carried out all

complete as per specification and the direction

of the engineer-incharge. The product

performance shall carry guarantee for 10 years

against

362 Terrace floor Sqm 804.79 510.70 4,11,006.25

Providing and laying water proofing treatment in

sunken portion of WCs, bathroom etc., by

applying cement slurry mixed with water

proofing cement compound consisting of

applying : (a) First 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 4hours. (b) Second 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.

364 First floor Sqm 40.70 325.30 13,239.71

365 Second floor Sqm 40.70 325.30 13,239.71

366 Third floor Sqm 40.70 325.30 13,239.71

367 INTERNAL ROAD

Earthwork in excavation in ordinary soil for site

leveling, foundation, pits, trenches and other

civil works upto and including 1.5metre lift and

stacking the soil upto a lead of 100 metre and

including dewatering, removing slush, shoring

and strutting (as required), complete as per

specification and as directed by the Engineer-In-

Charge.

369 ordinary. Cum 745.50 170.10 1,26,809.55

BoQ Page 23 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Filling at all depth with available excavated

earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 15cm

in depth: consolidating each deposited layer by

ramming and watering complete (lead upto

100m) as directed by the Engineer-In-charge.

Loosening levelling & compacting original ground

suppourting embankment to facilitate a

placement of 1st layer of embankment up to a

depth of 150mm mixed with water at OMC &

371 then and then compacted by rolling as per Cum 372.80 2670.16 9,95,435.65

Clause

300.20 for embankment construction as per

Clause No-

305.3.4 of MoRTH specifiction.

Providing, laying, spreading and compacting

graded stone aggregate to Wet Mix Macadam

specification including premixing the material

with water at OMC in mechanical mix plant,

carriage of mixed material by tipper to site,

372 laying in uniform layers with paver in sub- Cum 248.50 2670.16 6,63,534.76

base/base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density as per Clause 406 of MoRT&H

Specifications for Road & Bridge works

(4th Revision)

Providing close graded granular subbase with

373 Grading-lll Cum 497.00 1614.93 8,02,620.21

materials

Providing and laying 80 mm thick factory made

cement concrete interlocking paver block of M-

30 grade made by block making machine with

storng vibratory compaction of approved size,

design & shape, laid in required colour and

pattern over and including 75mm thick sand

filling.as per drawing, specification and direction

of Engineer-In-charge.

375 GICO Tile (GPT-1, 4 & 6) Red and Yellow colour Sqm 2485.00 950.34 23,61,594.90

Construction of cement concrete kerb with top

and bottom width 115 and 165 mm respectively,

250 mm high in M 20 grade PCC on M-10 grade

foundation 150mm thick, foundation having

50mm projection beyond kerb stone, kerb stone

laid with kerb laying machine, foundation

concrete laid manually, all complete as per

clause 408

Providing & Painting with synthetic enamel paint

of approved brand and manufacture to give an

377 even shade as per the instruction of Engineer-In- Sqm 1091.20 167.64 1,82,928.77

Charge at all floors and all heights

including all material & labour complete.

378 Boundary wall

BoQ Page 24 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Earthwork in excavation in ordinary soil for site

leveling, foundation, pits, trenches and other

civil works upto and including 1.5metre lift and

stacking the soil upto a lead of 100 metre and

including dewatering, removing slush, shoring

and strutting (as required), complete as per

specification and as

directed by the Engineer-In-Charge.

380 ordinary. Cum 131.52 170.10 22,371.55

Single under reamed pile foundation with RCC

M25 using 20 mm size black hard granite

crusher broken chips including cost of borring

but excluding cost of M.S./Tor steel and labour

charges for cutting, bending and binding of

steel.

382 a.Single under reamed pile (3.0m depth)

300 mm dia and 6.0 meter long per 1 pile

excavation of bore

Filling at all depth with available excavated

earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 15cm

in depth: consolidating each deposited layer by

ramming and watering complete (lead upto

100m) as directed by the Engineer-In-charge.

Providing and laying plain cement concrete

1:4:8 (1 cement : 4 sand : 8 stone agregate

385 40mm nominal size) as levelling course in floor Cum 32.88 5197.72 1,70,901.03

and plinth including tempering, curring,

shuttering etc. complete all depth and height.

Fly Ash. brick masonry of size 23 cm. x 12 cm.

x 8 cm. having crushing strength not less than

75 kg. Per Sqr. Cm. in cement mortar of mix

(1:6) with approved grade cement and screened

& washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

foundation & plinth including splays cutting,

circular moulding, corbelling, chamfering and

similar such type of works, watering and curing

etc. including cost, conveyance, loading,

unloading, royalties and taxes of all materials,

cost of all labour, scaffolding, sundries, T&P

required for the works etc. complete in all

respect as directed by the Engineer-in-charge

BoQ Page 25 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Fly Ash. brick masonry of size 23 cm. x 12 cm.

x 8 cm. having crushing strength not less than

75 kg. Per Sqr. Cm. in cement mortar of mix

(1:6) with approved grade cement and screened

& washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

Superstructure including splays cutting, circular

moulding, corbelling, chamfering and similar

such type of works, watering and curing etc.

including cost, conveyance, loading, unloading,

royalties and taxes of all materials, cost of all

labour, scaffolding, sundries, T&P required for

the works etc. complete in all respect as directed

by the Engineer-in-charge

RCC work M-25 grade as per approved designs

and drawings having a minimum compressive

strength (in work test) 20 N. / Square mm. in 15

cm. cubes at 28 days after mixing and test

conducted in accordance with I.S. 456 and

I.S. 516 using 12 mm. to 20 mm. size black

hard crusher broken granite stone chips and

screened and washed sharp sand for mortar of

approved quality from approved quarry, washed

and cleaned (20 mm. size chips not to exceed 25

) to be mixed in concrete mixture with approved

grade cement including hoisting, lowering,

388 laying and compacting concrete by using

vibrators, watering and curing for 28 days,

centring and shuttering and finishing the

exposed surface smooth providing grooves or

beads wherever necessary including cost,

conveyance, loading, unloading, royalties and

taxes of all materials and cost of all labours,

sundries, T&P, required for the work etc.

complete in all respect but excluding cost and

conveyance of M.S. rods or Tor steel and binding

wires and labour charges for straightening,

cutting, bending etc. of M.S. rods or Tor steel

tying the grills and placing in proper position as

per direction of the Engineer in charge

389 c)Tie Beam :- Cum 98.64 6820.62 6,72,785.96

390 d)Column up to 1.88m lvl :- Cum 40.32 13375.00 5,39,280.00

391 e)Coping at top of compound wall Cum 24.66 13375.00 3,29,827.50

BoQ Page 26 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG) make

including bending, binding, welding and joining

if necessary and tying the grills and placing in

position as required for R.C.C. Work and for

providing fan hooks as required, hoisting,

lowering, laying including cost, conveyances,

taxes of M.S. Rod or tor steel and binding wires

392 of 18 to 20 gauge and labour required for the

work for bending, binding and tying the grills in

all floors (Linear measurement will be taken and

quantity will be calculated basing on the

standard weight of B.I.S. for M.S. Rods or tor

steel only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per specification

& direction of Engineer-in-charge.

393 Gr. Floor Qntl 341.02 10379.14 35,39,494.32

Providing 12mm. Thick cement plaster in cement

mortar or mix(1:6) in all floors at all height with

cement & screened and washed sharp river sand

for mortar and finished smooth to the rough

surface of the brick masonary walls after racking

out the joints (alongwith providing grooves

wherever necessary) including watering and

curing,rounding of corners etc. complete with

cost, conveyance, loading, unloading, royalities

and taxes of all materials,cost of all labour,T&P,

and scaffolding required for the work etc. as

directed by the Engineer-in-charge.

395 Gr. Floor(Compound Wall) Sqm 1096.00 166.55 1,82,538.80

Providing 6 mm thick cement plaster with

cement mortar of mix (1:4) with screened and

washed sharp sand for mortar and finished

smooth to R.C.C. work after closed deep

chipping & slurry treatment including watering

and curing, rounding of corners, providing

grooves where ever necessary with cost,

conveyance, royalties and taxes of all materials

with cost of all labour, T&P, and scaffolding

required for the work etc. complete in all respect

as directed

by the Engineer in charge.

Providing 16 mm thick cement plaster with

cement mortar of mix (1:6) with screened and

washed sharp sand for mortar and finished

smooth to the rough surface of walls in all

heights after racking out joints including

watering and curing, rounding of corners,

providing grooves where ever necessary with

cost, conveyance, royalties and taxes of all

materials with cost of all labour,labour cess,

T&P, and scaffolding required for the work etc.

complete in all respect as directed by the

Engineer in charge.

BoQ Page 27 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Priming one coat with wall cement primer (water

bound) to make an even finished surface in all

floors and heights to wall surface of approved

make and shade including sand papering,

398 applying putty wherever necessary & cost of Sqm 2657.80 73.58 1,95,560.92

scaffolding, staging charges with cost,

conveyance, taxes of all materials, cost of all

labour,labour cess T&P etc. complete as per the

direction of the Engineer-in-charge.

Painting two coats with approved anti-fungal

weather seal paints (ISI) of approved colour,

shade on wall surface over a coat of wall

primer(ISI) water bound including sand

papering, polishing the surface, cost,

conveyances of all materials and cost of all

labour,labour cess with T&P etc, complete as per

specification & direction of Engineer-in-charge.

400 DRAINAGE WORKS.

Earthwork in excavation in ordinary soil for site

leveling, foundation, pits, trenches and other

civil works upto and including 1.5metre lift and

stacking the soil upto a lead of 100 metre and

including dewatering, removing slush, shoring

and strutting (as required), complete as per

specification and as

directed by the Engineer-In-Charge.

402 Hard soils. Cum 747.00 170.10 1,27,064.70

Filling at all depth with available excavated

earth (excluding rock) in Drain sides in layers

not exceeding 12 cm in depth: consolidating

each deposited layer by ramming and watering

complete all as per the directed of the Engineer-

In-charge.

Supplying & filling of approved river sand in

Drain and over areas including

watering,ramming, consolidating and dressing,

labours, tools, taxes etc. all complete as per the

specification and direction of Engineer-In-

charge.

Providing and laying plain cement concrete

1:4:8 (1 cement: 4 sand : 8 stone agregate

40mm nominal size) as levelling course in Drain

405 etc. including tempering, curring, shuttering etc. Cum 93.38 5030.32 4,69,731.28

complete all depth and height as per the

direction of

Engineer-In-charge.

BoQ Page 28 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing, lifting, hoisting and laying Reinforced

cement concrete of M-25 grade as per approved

designs and drawings having a minimum

compressive strength (in work test) 250 Kg. /

Square cm. in 15 cm. cubes at 28 days after

mixing and test conducted in accordance with

I.S. 516 using 12 mm. to 20 mm. size black

hard crushed broken granite stone chips and

screened and washed sharp sand for mortar of

approved quality from approved quarry, washed

and cleaned ( 20mm. size chips not to exceeds

25 % ) to be mixed in concrete mixture with

Portland slag cement (PSC) including hoisting,

lowering, laying and compaction concrete by

406 using vibrators, watering and curing for 28 days,

centering and shuttering then after dismantling

and removing debris from the work site and

finishing the exposed surface smooth providing

grooves or beads wherever necessary including

cost, conveyance, loading, unloading, royalties

and taxes of all materials and cost of all labours,

sundries, T & P required of the work etc.

complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and

conveyance of

M.S. rods or Tor steel and binding wires and

labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the

grills and placing in proper position.

407 Drain Bottom slab Cum 93.40 6370.78 5,95,030.85

408 Drain wall Cum 186.80 10015.77 18,70,945.84

409 slab Cum 77.80 9399.50 7,31,281.10

Supplying, straightening, cutting, bending,

placing in position and binding reinforcement

steel work in RCC/Reinforced brick works as per

drawing and specification including preparation

410 of respective bar bending schedule and binding Qntl 429.60 10379.14 44,58,878.54

(Binding wire to be used as per the IS code) etc.

all complete as per direction of Engineer-In-

Charge. Cold Twisted bars, Thermo-Mechanically-

treated bars.

12mm cement plaster on internal RCC/brick

surfaces in cement mortar 1:4 (1 cement : 4

411 coarse sand) with a floating coat of neat cement Qntl 1618.50 166.55 2,69,561.18

punning including necessary scaffolding, curing

etc. all complete at all floors and all heights.

412 SECURITY ROOM & GATE COMPLEX

Earthwork in excavation in ordinary soil for site

leveling, foundation, pits, trenches and other

civil works upto and including 1.5metre lift and

stacking the soil upto a lead of 100 metre and

including dewatering, removing slush, shoring

and strutting (as required), complete as per

specification and as

directed by the Engineer-In-Charge.

414 ordinary. Cum 67.49 170.10 11,480.05

BoQ Page 29 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Single under reamed pile foundation with RCC

M25 using 20 mm size black hard granite

crusher broken chips including cost of borring

but excluding cost of M.S./Tor steel and labour

charges for cutting, bending and binding of

steel.

416 a.Single under reamed pile (4.0m depth)

375 mm dia and 4.0 meter long per 1 pile

excavation of bore

Filling in foundation trenches and plinth, with

excavated earth including laying the earth in

layers not exceeding 23.5 cm thick ramming &

watering with all leads & lifts including cost of

all labour,T&P completed as directed by the

Engineer-in-charge.

Supplying and filling sand in foundation and over

areas including watering, ramming,

419 consolidating and dressing, labours, tools, taxes Cum 6.68 479.40 3,202.39

etc. all complete as per the specification

and direction of Engineer-In-Charge.

Diluting and injecting chemical emulsion (to be

supplied free of cost at site of work) for PRE

CONSTRUCTIONAL Anti-termite treatment and

creating a continuous chemical barrier under and

all-round the column pits, wall trenches,

basement excavation, top perimeter of building,

expansion joints, over the top surface of

consolidated earth on which apron is to be laid,

surroundings of pipes and conduits etc. complete

as per specifications (plinth area of the building

at ground floor only shall be measured for

payment).

Providing and laying plain cement concrete

1:4:8 (1 cement : 4 sand : 8 stone agregate

421 40mm nominal size) as levelling course in floor Cum 5.01 5030.32 25,201.90

and plinth including tempering, curring,

shuttering etc. complete all depth and height.

Providing and laying plain cement concrete

1:2:4 (1 cement: 2 sand: 4 stone aggregate

12mm nominal size) as levelling course in

foundation and plinth etc. including tempering,

curring, shuttering etc.complete all depth and

height.

423 Ground Floor Cum 2.01 7109.20 14,289.49

BoQ Page 30 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

424 Foundation & Plinth including splays cutting, Cum 5.99 5197.72 31,134.34

circular moulding, corbelling, chamfering and

similar such type of works, watering and curing

etc. including cost, conveyance, loading,

unloading, royalties and taxes of all materials,

cost of all labour, scaffolding, sundries, T&P

required for the works etc. complete in all

respect as directed by the Engineer-in-Charge.

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use in

425 Super Structure including splays cutting, circular

moulding, corbelling, chamfering and similar

such type of works, watering and curing etc.

including cost, conveyance, loading, unloading,

royalties and taxes of all materials, cost of all

labour, scaffolding, sundries, T&P required for

the works etc. complete in all respect as directed

by the Engineer-in-Charge.

426 Ground floor Cum 27.79 5244.70 1,45,750.21

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:4) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 4 (Six) hours in water before use in

427 Super Structure including splays cutting, circular

moulding, corbelling, chamfering and similar

such type of works, watering and curing etc.

including cost, conveyance, loading, unloading,

royalties and taxes of all materials, cost of all

labour, scaffolding, sundries, T&P required for

the works etc. complete in all respect as directed

by the Engineer-in-Charge.

428 Ground floor Cum 1.35 5492.19 7,414.46

BoQ Page 31 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing, lifting, hoisting and laying Reinforced

cement concrete of M-25 grade as per approved

designs and drawings having a minimum

compressive strength (in work test) 250 Kg. /

Square cm. in 15 cm. cubes at 28 days after

mixing and test conducted in accordance with

I.S. 516 using 12 mm. to 20 mm. size black

hard crushed broken granite stone chips and

screened and washed sharp sand for mortar of

approved quality from approved quarry, washed

and cleaned ( 20mm. size chips not to exceeds

25 % ) to be mixed in concrete mixture with

Portland slag cement (PSC) including hoisting,

lowering, laying and compaction concrete by

429 using vibrators, watering and curing for 28 days,

centering and shuttering then after dismantling

and removing debris from the work site and

finishing the exposed surface smooth providing

grooves or beads wherever necessary including

cost, conveyance, loading, unloading, royalties

and taxes of all materials and cost of all labours,

sundries, T & P required of the work etc.

complete in all respect as directed by the

Engineer-in-Charge. But excluding cost and

conveyance of

M.S. rods or Tor steel and binding wires and

labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the

grills and placing in proper position.

430 Ground floor

431 a) pile cap Cum 16.10 6370.78 1,02,569.56

432 d) Column up to plinth Cum 1.25 13375.00 16,718.75

433 e) Plinth Beam Cum 6.42 6820.62 43,788.38

434 f) Column above plinth Cum 9.61 13375.00 1,28,533.75

435 g) Lintel Cum 0.58 9399.50 5,451.71

436 i) Roof Beam Cum 14.63 13375.00 1,95,676.25

437 j) Slab Cum 13.23 12778.60 1,69,060.88

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG) make

including bending, binding, welding and joining

if necessary and tying the grills and placing in

position as required for R.C.C. Work and for

providing fan hooks as required, hoisting,

lowering, laying including cost, conveyances,

taxes of M.S. Rod or tor steel and binding wires

438 of 18 to 20 gauge and labour required for the

work for bending, binding and tying the grills in

all floors (Linear measurement will be taken and

quantity will be calculated basing on the

standard weight of B.I.S. for M.S. Rods or tor

steel only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per specification

& direction of Engineer-in-charge.

439 Ground floor Qntl 100.42 10379.14 10,42,273.24

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:6 (1

440 cement : 6 fine sand) including necessary

scaffolding, curing etc. all complete at all floors

and all heights.

441 Ground floor Sqm 332.58 166.55 55,391.20

BoQ Page 32 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

16mm cement plaster to inside of brick surfaces

with cement mortar of mix 1:6 (1 cement : 6

442 fine sand) including necessary scaffolding,

curing etc. all complete at all floors

and all heights.

443 Ground floor Sqm 75.23 237.92 17,898.72

6 mm cement plaster on RCC surfaces at

ceiling/slab soffit and other locations with

444 cement mortar of mix 1:4 (1 cement : 4 coarse

sand) including necessary scaffolding, curing

etc. all complete at all floors and all heights.

445 Ground floor Sqm 32.74 186.53 6,106.99

Supplying, fitting & fixing of 10 mm thick &

size of 600x600 mm Glazed Vitrified floor tiles

(GVT) with veilcraft (VC ) shield( Scratch

free/stain free) with water absorption limit

between 0.08% to 3% and conforming to IS :

15622:2006 (Group B Ib). laid on 20 mm thick

cement mortar (1:4) (1 cement : 4 course sand)

and filling joints with white cement of approved

quality including cost of all materials, labour T&P

etc. required for the work all complete as per

direction of the Engineer-in-charge (for New

Work only )

447 Ground floor Sqm 18.66 1173.29 21,893.59

Supplying, fitting & fixing of 10 mm thick & size

of 600x600 mm Glazed Vitrified floor tiles (GVT)

with veilcraft (VC ) shield( Scratch free/stain

free) with water absorption limit between

0.08% to 3% and conforming to IS :

15622:2006 (Group B Ib) laid on 12 mm thick

448 cement mortar (1:3) (1 cement : 3 course sand)

jointed with slurry mixed with pigment to match

the shades of the tiles etc. complete including

cost of all materials, labour T&P etc. required for

the work all complete as per direction of the

Engineer-in-

charge

449 Ground floor Sqm 5.10 1296.68 6,613.07

BoQ Page 33 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying, fitting and fixing of Antiskid Ceramic

Floor Tiles in flooring in toilets using special

plain / printed series anti-skid ceramic floor tile

of premium grade (having minimum thickness 7

mm to 8 mm & size 300 mm x 300 mm or 400

mm x 400 mm ) confirming to I.S 13755 of

approved quility and shade on 20mm thick ded

of cement morter of mix (1:4) laid in proper

slope and gradient with screened & washed

sharp river sand for mortar and grouted with

neat white cement slurry, joining the anti-skid

ceramic floor tiles with neat white cement slurry,

450 mixed with required (tiles are to be immersed in

the water for required time before use)

quantities of pigments of approved marks to

match the

shades of the anti-skid ceramic floor tiles if

required including cost, conveyance, loading,

unloading, stacking, royalties of all material,

cost of all labour , sundries, T&P required for the

work , watering,complete in all respect as per

specification excluding GST aas per specification

as directed by Engineer-in-charge.(Note- Sample

of tiles shall be approved before procurement

and use.)

451 Ground floor Sqm 2.23 840.08 1,873.38

Supplying, fitting & fixing of 20cmx30cm special

plain/ printed series ceramic wall tiles of

premium grade having thickness

6.5mm to 6.7mm confirming to IS 13753 in

dadoes, skirting and risers of steps laid on 12

mm thick cement mortar (1:3) (1 cement : 3

course sand) jointed with slurry mixed with

pigment to match the shades of the tiles etc.

complete including cost of all materials, labour

T&P etc. required for the work all complete as

per direction of the Engineer-in-

charge

453 Ground floor Sqm 11.74 916.49 10,759.59

Providing and fixing seasoned sal wood work in

frames at any locations including doors,

windows,cupboard, clerestory and other frames

fixing in position including cost of hinges,

M.S. flat (30mm x 6mm) hold fasts lugs or dash

fasteners of

required dia and length as per drawing /

specification, at all floors and all heights.

455 Ground floor Cum 0.04 60646.33 2,425.85

Factory made 30mm flush door shutter

(Laminates both side

456 of frame) with all labour, iron fittings, and

wooden hinged cleats etc fitted and fixed

complete in all respect

457 Ground floor Sqm 4.20 4403.02 18,492.68

BoQ Page 34 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Factory made FRP( Altematly called GRP) door

frame of size 75mm x 100mm fabricated using

E - glass chopped strand mat (CSM) U.V

stabilised inopathalic Gel coat and impregnated

with inopathalic resin The thickness of the GRP

skins shall not be less then 2.0 mm . The door

frame consists of four segments which are

provided with plug in socket arrrangement in-

situ-in mould. The segments are plugged in and

are joined together by means of srew. The GRP

frame shall be provided with wooden

reinforcement on six locations for high srew

holding capacity for fixing metalic hold fast and

shall be consolidated by filling with medium

458 density foam / plaster of paris with fibre

reinforcement , six number of 260mm x 25mm x

5mm size 'S' shaped M.S flat hold fast shall be

provided with the frame. The material and

process for manufacturing the finish of door

frame shall conform to RV-TIFAC composites

Design centre's standards and specifications .

The finish of door frame will be plain colour

white /Ivory/Beige/Light grey / Golden brown /

Mahogany/ Teak wood /sand stone

Champagne/Pastel blue or any other colour

using high quality pigment complete in all

respect as per specification and direction of the

Engineer in Charge.

etc. complete

459 Gr. Floor Rmt 5.55 635.92 3,529.36

Factory made GIRID FRP or called GRP sandwich

composite door shutter of 32mm thick

laminated with two GRP skin with good grain

finish fabricated using UV stabilised isoppthalic

gel coat and one layer of 450 gsm E-glass

chopped strand mat (CSM) impregnated with

ortopathilic resin The thickness of the skins shall

not be less than 1.50mm . Expanded polysryne (

EPS) structural foam panel of 29 mm tickness

and a density of 20kg/cu.mts shall be used as

core material wooden reinforcements made of

sesasoned sal wood block of cross section not

less than 28mm x 32mm and also necessary sal

460 wood reinforcements for fitting the metal

fittings such as lower bolts ,aldrops, handles etc.

shall be provided . A structural adhesive

compatible with (EPS)foam shall be used for

bending the core material. the sal wood

reinforcements and the skin The material and

process for manufactuing te door shutter shall

conform to RV -TIFAC components design

centre's standards and specification and the door

shutters tested in conformation to IS 4020-

The Finish of door shutter will be plain colour as

per specification and direction of the Engineer

in Charge. etc. complete

461 Gr. Floor Sqm 1.58 4272.74 6,750.93

BoQ Page 35 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing & Fixing pristine white UPVC framed

sliding glazed windows make

:Komerling.Company must have own production

facilities(extrusion & fabrication) & control the

entire cycle from Extrusion to Installation to post

sales service.Providing & Fixing of factory made

uPVC sliding window (whilte colour) complete,

comprising uPVC multi-chambered frame having

in-built uPVC roller track on top & uPVC sash

with wall thickness of 2.0mm(+-0.2) duly

reinforced with G.I section 1.6mm , profile shall

be manufactured from tropicalized blend with

TiO2 & required addictives.Profile must be

colorfast and conform to standard EN12608.The

profile sections should have multi hollow (min 2

to 3 chambers) chamber to include GI

reinforcement with 120 GSM zinc coated,fitted in

continuous length, in closed chamber. The

wind load requirement as per IS 875-Part III on

sash/mullion.Supplier should be submitting wind

load calculation & validation complying with IS -

845-III before materila supply.Minimum steel

reinforcement thickness of

1.2mm to 2.5 mm.UPVC windows & doors must

be fabricated with fusion welded corners & must.

463 Ground floor Sqm 6.48 10385.30 67,296.74

Supplying and Fixing of M.S. Grills, M.S.Doors,

M.S. Gate etc including cost,conveyance of all

464 materials,priming,and labour for fitting fixing

etc.complete as per the instruction of Engineer-

in-Charge

465 Ground floor Kg 1032.03 76.28 78,723.25

Priming one coat with wall cement primer (water

bound) to make an even finished surface in all

floors and heights to wall surface of approved

make and shade including sand papering,

466 applying putty wherever necessary & cost of

scaffolding, staging charges with cost,

conveyance, taxes of all materials, cost of all

labour,labour cess T&P etc. complete as per the

direction of the Engineer-in-charge.

467 Ground floor Sqm 332.58 73.58 24,471.24

Painting two coats with approved anti-fungal

weather seal paints (ISI) of approved colour,

shade on wall surface over a coat of wall

primer(ISI) water bound including sand

papering, polishing the surface, cost,

conveyances of all materials and cost of all

labour,labour cess with T&P etc, complete as per

specification & direction of Engineer-in-charge.

469 Ground floor Sqm 332.58 90.75 30,181.64

BoQ Page 36 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Finishing plastered surfaces of walls with cement

based wall putty (Water based) of approved

make and finishing the surface smooth and even

by sand papering to receive painting in walls, at

all heights with staging wherever necessary with

cost, conveyance, taxes of all materials, cost of

all labour,labourcess, all T&P etc. required for

the work complete in all respect as per the

direction of the Engineer-in-

charge.

471 Ground floor Sqm 440.54 80.70 35,551.58

Painting two coats with approved plastic

emulsion paint over a coat of wall primer of

make Dulux / Berger / Asian to inside surface of

walls finished with Acrylic Wall putty (water

based) of make (Birla / JK) and finished smooth

& even surface to receive painting using roller to

the final coat including cost of scaffolding

472 staging charges with cost, conveyances, taxes of

all materials, cost of labour, T&P required for the

work etc. complete for all floors as per

specification & direction of the Engineer-in-

charge.

Note :- Sample of Paint & Primer shall be

approved before

procurement and use.

473 Ground floor Sqm 75.23 98.73 7,427.46

Painting two coats with approved Enamel Paint

on wood work over a coat of Wood Primer

475 Ground floor Sqm 2.60 239.15 621.79

Painting two coats with approved Enamel Paint

on Steel work

477 Ground floor Sqm 19.04 167.64 3,191.87

478 FILLING SAND FOR LAND DEVELOPMENT

Supplying and filling sand in foundation and over

areas including watering, ramming,

479 consolidating and dressing, labours, tools, taxes Cum 4233.45 479.40 20,29,515.93

etc. all complete as per the specification

and direction of Engineer-In-Charge.

Clearing grass and removal of rubbish up to

480 adistance of 50 metres outside the periphery of Sqm 5644.60 2.33 13,151.92

the area.

481 LANDSCAPING

Surface dressing of the ground

including removing Vegetation and making

up undulations and in-equalities not

482 exceeding 15 cms in depth/ height including Sqm 1512.00 97.68 1,47,692.16

disposal of rubbish lead upto 50m (at least

5m away from the dressed

Supplying and stacking of good earth at site

including royalty and carriage upto 5 km lead

complete (earth measured in stacks will be

reduced by 20% for payment), 150mm thick.

BoQ Page 37 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Supplying and stacking sludge at site

including royalty and carriage upto 5 km lead

complete (sludge measured in stacks will be

reduced by 8% for payment).

Uprooting weeds from the trenched area after 10

to 15 days of its flooding with water

including disposal of uprooted vegetation,

485 breaking clods and fine dressing the ground Sqm 800.00 5.28 4,224.00

including all materials and labour complete as

per direction of

Engineer-In-Charge.

Providing and laying of soft surface such as

486 grass lawns in between open spaces as per Sqm 1512.00 551.88 8,34,442.56

direction of officer-in-charge.

Provision of plantation all around the

campus with suitable Plants and Shurbs where

required including all material and labour

charge.

Providing and Displaying Verbena in different

colour having 30 to 45 cm ht., well developed

488 with fresh & healthy foliage in bloom condition in Nos 100.00 79.22 7,922.00

25 cm Earthen Pot/Plastic Pot and as per

direction of the officer-in-charge.

Providing and stacking of Duranta Golden,

having ht.15 to 20 cm bushty shape with fresh

489 and healthy leaves in 15 cm size of Earthen Pot Nos 152.00 26.43 4,017.36

/ Plastic Pot & as per direction of the officer-

incharge..

Providing and stacking of Calliandra, emarginata

of height 45 60 cm. in earthen pot of size 20

cm as per direction of the

officer-in-charge.

Providing and stacking of Cassia biflora of height

well branched, bushy in big size HDPE bag as

per direction of the officer-in-charge.

Providing and stacking of Dombeya mastersii of

height 60-75 cm. with 4- 5 branches in bag of

size 25 cm as per direction of the officer-in-

charge.

Providing and stacking of Thuja compacta of

height 75-90 cm., conical shaped, well

493 formed with healthy foliage in earthen pots of Nos 200.00 159.43 31,886.00

size 30 cm as per direction of the officer-in-

charge.

Providing and Displaying Foxtail palm well

developed with fresh & healthy foliage of ht.

494 210 to 240 cm in big 40 cm Nos 100.00 1450.83 1,45,083.00

Cement Pot as per direction of the officer-in-

charge.

Providing and stacking of Polyalthia longifolia

(Ashok) of height 180-195cm. in gunny bag

of size 30 cm as per direction of the officer-in-

charge.

BoQ Page 38 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and stacking of Nauclea cadamba

(Kadam) of height 150-165 cm. in big poly

bag of size 25 cm as per

direction of the officer-in-charge

Providing and displaying of Araucaria cookie

plant, having ht. 60 cm to 75 cm, straight, well

developed, fresh and healthy with lush green

leaves from bottom to top in 20 cm size of

Earthen pot/Plastic pot. & as per direction

of the officer-in-charge.

Providing and stacking of Lagerstroemia

flosreginae of height 150-165 cm.in big poly bag

of size 25 cm as per direction of

the officer-in-charge

499 Providing and stacking of Barleria cristata Nos 200.00 367.92 73,584.00

500 Providing and stacking of royal plam Nos 170.00 1471.68 2,50,185.60

501 Providing and stacking of cook pine Nos 150.00 735.84 1,10,376.00

502 Providing and stacking of cycas plam Nos 170.00 1103.76 1,87,639.20

503 Providing and stacking of coleus Nos 150.00 73.58 11,037.00

504 Providing and stacking of white jasmine Nos 150.00 61.32 9,198.00

Plantation of Trees, Shrubs, and Hedge at

site i/c watering and removal of

506 unsaverieable material’s as per direction of Nos 1552.00 7.60 11,795.20

officer in charge (excluding cost of plant &

water)

A SUB-TOTAL FOR CIVIL WORKS (A) 7,93,59,537.58

507 SEPTIC TANK (27 kld-1 nos)

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

508 dressing of sides and ramming of bottoms,

lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

509 A) Upto 1.5 M Depth CUM 44.04 228.60 10,067.54

510 B) From 1.5M to 3.0M Depth CUM 8.03 339.18 2,723.62

Filling at all depth with available excavated

earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

512 exceeding 15cm in depth: consolidating each CUM 34.88 127.05 4,431.50

deposited layer by ramming and watering

complete (lead upto 100m) as directed by the

Engineer-In-charge.

Supplying and filling sand in foundation and

over areas including watering, ramming,

513 consolidating and dressing, labours, tools, CUM 2.88 479.40 1,380.67

taxes etc. all complete as per the specification

and direction of Engineer-In-Charge.

BoQ Page 39 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and laying plain cement concrete

1:4:8 (1 cement : 4 sand : 8 stone agregate

40mm nominal size) as levelling course in

floor and plinth including tempering,

curring,

shuttering etc. complete all depth and height.

Providing and laying in position ready mixed

M-25 grade concrete for reinforced cement

concrete work, using cement content as per

approved design mix, manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for all leads,

having continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced cement

concrete work, including pumping of

R.M.C. from transit mixer to site of laying ,

excluding the cost of centering, shuttering

finishing and reinforcement, including cost of

admixtures in recommended proportions as

per IS : 9103 to accelerate/ retard setting

of concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge.

(Note :- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement

used as per design mix is

payable/recoverable separately).

516 All works upto plinth level

517 a) Footings :- CUM 5.26 6370.78 33,510.30

518 b) WALL :- CUM 10.92 13375.00 1,46,055.00

519 c) Slab:- CUM 2.01 9399.50 18,893.00

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG)

make including bending, binding, welding and

joining if necessary and tying the grills and

placing in position as required for R.C.C. Work

and for providing fan hooks as required,

hoisting, lowering, laying including cost,

conveyances, taxes of M.S. Rod or tor steel

and binding wires of 18 to 20 gauge and labour

520 required for the work for bending, binding and QTL 16.88 10379.14 1,75,199.88

tying the grills in all floors (Linear

measurement will be taken and quantity

will be calculated basing on the standard

weight of B.I.S. for M.S. Rods or tor steel

only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per

specification & direction of Engineer-in-

charge.

BoQ Page 40 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:4 (1

521 cement : 4 fine sand) including necessary

scaffolding, curing etc. all complete at all floors

and all heights.

522 1:4 (1 cement: 4 fine sand) SQM 55.30 193.04 10,675.11

523 Neat cement punning. SQM 55.30 28.45 1,573.29

2.5 cm thick A.S Flooring in C.C (1:2:4)

including punning using 12 mm size C.B hard

granite chips with cost of all labour & other

materials etc complete.

525 SOAK WAY PIT (1 no)

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, lift

upto 1.5 m, including getting out the excavated

soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

Supplying and filling in plinth with sand under

527 floors, including watering, ramming, cum 0.11 408.63 44.95

consolidating and dressing complete.

Providing and laying in position cement concrete

528 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand : 6 graded

529 stone aggregate cum 0.11 5153.09 566.84

40 mm nominal size)

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

modular)

bricks of class designation 7.5 in foundation and

plinth in

Providing and laying in position ready mixed M-

25 grade concrete for reinforced cement

concrete work, using cement content as per

approved design mix, manufactured in fully

automatic batching plant and transported to site

of work in transit mixer for all leads, having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work, including pumping of

R.M.C. from transit mixer to site of laying ,

531 excluding the cost of centering, shuttering cum 0.12 16896.23 2,027.55

finishing and reinforcement, including cost of

admixtures in recommended proportions as per

IS : 9103 to accelerate/ retard setting of

concrete, improve workability without impairing

strength and durability as per direction of the

Engineer - in - charge.

(Note :- Cement content considered in this item

is @ 330 kg/cum. Excess/less cement used as

per design mix is payable/recoverable

separately).

BoQ Page 41 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete

upto plinth level.

well sink with top and bottom cover of min 50

mm thk with cementing Khoa filling etc

534 18KLD UGR TANK AND PUMP HOUSE

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

535 dressing of sides and ramming of bottoms,

lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

536 A) Upto 1.5 M Depth CUM 45.74 228.60 10,456.16

537 B) From 1.5M to 3.0M Depth CUM 54.89 339.18 18,617.59

Filling at all depth with available excavated

earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

538 exceeding 15cm in depth: consolidating each CUM 67.42 127.05 8,565.71

deposited layer by ramming and watering

complete (lead upto 100m) as directed by the

Engineer-In-charge.

Supplying and filling sand in foundation and

over areas including watering, ramming,

539 consolidating and dressing, labours, tools, CUM 4.06 479.40 1,946.36

taxes etc. all complete as per the specification

and direction of Engineer-In-Charge.

Providing and laying plain cement concrete

1:4:8 (1 cement : 4 sand : 8 stone agregate

40mm nominal size) as levelling course in

floor and plinth including tempering,

curring,

shuttering etc. complete all depth and height.

First class Fly ash Brick masonry using bricks of

size 25 cm. x 12 cm. x 8 cm. having crushing

strength not less than 75 kg. Per. Sqr. Cm. in

cement mortar of mix( 1:6) with ordinary

Portland slag cement(PSC) and screened &

washed sand for mortar after immersing the

bricks for 6 (Six) hours in water before use

in Super Structure including splays

cutting, circular moulding, corbelling,

chamfering and similar such type of works,

watering and curing etc. including cost,

conveyance, loading, unloading, royalties and

taxes of all materials, cost of all labour,

scaffolding, sundries, T&P required for the

works etc. complete in all respect as directed by

the Engineer-in-Charge.

BoQ Page 42 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and laying in position ready mixed

M-25 grade concrete for reinforced cement

concrete work, using cement content as per

approved design mix, manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for all leads,

having continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced cement

concrete work, including pumping of

R.M.C. from transit mixer to site of laying ,

excluding the cost of centering, shuttering

finishing and reinforcement, including cost of

admixtures in recommended proportions as

per IS : 9103 to accelerate/ retard setting

of concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge.

(Note :- Cement content considered in this

item is @ 330 kg/cum. Excess/less cement

used as per design mix is

payable/recoverable separately).

543 All works upto plinth level

544 a) Footings :- CUM 5.08 6370.78 32,363.56

545 b) WALL :- CUM 15.69 13375.00 2,09,853.75

546 c) Slab:- CUM 2.67 9399.50 25,096.67

Cutting, straightening coiled or bent up M.S. Rod

or tor steel of SAIL/ TATA / RINL (VIZAG)

make including bending, binding, welding and

joining if necessary and tying the grills and

placing in position as required for R.C.C. Work

and for providing fan hooks as required,

hoisting, lowering, laying including cost,

conveyances, taxes of M.S. Rod or tor steel

and binding wires of 18 to 20 gauge and labour

547 required for the work for bending, binding and QTL 26.58 10379.14 2,75,877.54

tying the grills in all floors (Linear

measurement will be taken and quantity

will be calculated basing on the standard

weight of B.I.S. for M.S. Rods or tor steel

only. Wastage if any, including weight of

binding wire will not be considered for

measurement) etc. complete as per

specification & direction of Engineer-in-

charge.

BoQ Page 43 of 74 NBCC signed

Digitally (India)by

Limited

PRAKASH GURU

Date: 2026.05.11 19:36:57 IST

Area) at BHEP Balimela, Malkangiri, Odisha at Risk Cost of Previous Agency

Sl.no. Description of Items Unit Qty Rate Amount (In ₹)

Providing and applying two component high

performance polymer modifed cementitious

waterproofing coating, Dr.Fixit Fastflex of

Pidilite or approved equivalent having

minimum elongation of 120% , shore A hardness

of 60 as per ASTM D 2240 and food grade

certification by CFTRI applied @2Kg/sqm in

two coats, including reinforcing the coating with

45gsm glass fibre mesh between the coats at all

corners and change in directions. The coating

shall be applied on the entire horizontal and

300mm above the FFL on the vertical surface

as per manufacturer's recommendation. The

548 system includes base preparation of cleaning, SQM 13.05 625.46 8,162.25

brushing and removal of flacky materials,

grouting the porous area with

cementitious grout, sealing the minor cracks,

proper coving between slab and wall junctions

and pre-wetting the surface to attain SSD

condition before application of the

waterproofing coating, followed by the

application of waterproof coating. The

waterproofing system should be applied

directly by the manufacturer with 10

years of insurance backed system warranty

against leakage.

Mode of measurement will be actual area treated

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:4 (1

549 cement : 4 fine sand) including necessary

scaffolding, curing etc. all complete at all floors

and all heights.

550 1:4 (1 cement: 4 fine sand) SQM 93.15 193.04 17,981.68

551 Neat cement punning. SQM 93.15 28.45 2,650.12

12mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:6 (1

cement : 6 fine sand) including necessary

scaffolding, curing etc. all complete at all

floors

and all heights.

16 mm cement plaster to out side of brick

surfaces with cement mortar of mix 1:6 (1

cement : 6 fine sand) including necessary

scaffolding, curing etc. all complete at all

floors

and all heights.

Supplying and fixing 900mm dia SFRC cover

without frame for manhole including cost of

all materials, T&P, labour etc complete as per

direction of Engineer-in-charge.

2.5 cm thick A.S Flooring in C.C (1:2:4)

including punning using 12 mm size C.B hard

granite chips with cost of all labour & other

materials etc complete.