Construction of Multistoried Quarter Complex for Odisha Power Transmission Corporation Limited (OPTCL) at Bhoinagar, Bhubaneswar

Sr. Sl. Rate Amount

1 Civil Works 0.00 0.00

2 A. SITE DEVELOPMENT 0.00 0.00

Cleaning & grubbing road land including uprooting

rank vegetation,grass,bushes, shurbes,sapling and

trees girth upto 300mm ,removal of stumps of

trees cut earier and disposal of unsevicable

materials and stacking of servicable materials to

be used or auctioned up to lead of 1000 meters

including removal and disposal of top organic soil

not exceeding 150mm thickness.

Surface dressing of the ground including removing

vegetation and in-equalities not exceeding 15 cm

4 2 deep and disposal of rubbish, lead up to 50 m and sqm 21844.91 16.12 352113.70 0.00

lift up to 1.5 m.

5 3 Good Earth Filling 0.00 0.00

pits, transporting to site, spreading in layers,

watering and compacting to meet requirement as

per direction of the Engineer in charge.

Cutting of trees, including cutting of trunks,

branches and removal of stumps, roots, stacking

7 4 of serviceable material with all lifts and up to a nos 80.00 1962.84 157027.06 0.00

lead of 1000 metres and earth filling in the

depression/pi

Displacement of trees including translocation via

vehicle or manual procedures from the site

9 6 Paver Block 0.00 0.00

Providing and laying factory made chamfered edge

Cement Concrete paver blocks in footpath, parks,

lawns, drive ways or light traffic parking etc, of

required strength, thickness & size/ shape, made

by table vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

10 compacted bed of sand, compacting and proper Sqm 250.00 938.46 234614.64 0.00

embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the

joints with sand and cutting of paver blocks as per

required size and pattern, finishing and sweeping

extra sand. complete

11 OPEN PARKING AREA 0.00 0.00

12 1 Earthwork Excavation 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

13 clods to maximum 5cm. To 7cm. And laying in Cum 1081.81 243.99 263948.33 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries, T

& P etc. All complete as per directions of the

Engineer -in-charge.

Cement concrete of proportion (1:4:8) in

foundation and floors using 4cm size clean hard

black crusher broken granite stone metal of

approved quality and from approved quarry

including hoisting, lowering and laying concrete in

15 3 layers not exceeding 15 cm. (6") thick to the Cum 540.90 5357.44 2897853.20 0.00

required level ramming, watering, curing etc.

complete including cost, conveyance, royalties and

taxes of all materials with all labour and T&P

required for the work etc. complete in all respect

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

Providing and laying factory made chamfered edge

Cement Concrete paver blocks in footpath, parks,

lawns, drive ways or light traffic parking etc, of

required strength, thickness & size/ shape, made

by table vibratory method using PU mould, laid in

required colour & pattern over 60mm thick

compacted bed of sand, compacting and proper

embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the

joints with sand and cutting of paver blocks as per

required size and pattern, finishing and sweeping

extra sand. complete all as per direction of

Engineer-in-Charge.

17 KERB STONE 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

18 5 clods to maximum 5cm. To 7cm. And laying in Cum 47.65 243.99 11625.08 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Cement concrete of proportion (1:4:8) in

foundation and floors using 4cm size clean hard

black crusher broken granite stone metal of

approved quality and from approved quarry

including hoisting, lowering and laying concrete in

19 6 layers not exceeding 15 cm. (6") thick to the Cum 11.91 5357.44 63815.10 0.00

required level ramming, watering, curing etc.

complete including cost, conveyance, royalties and

taxes of all materials with all labour and T&P

required for the work etc. complete in all respect

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

Providing and fixing at or near ground level

cement concrete M-25 grade in kerbs, edgings etc.

as per approved pattern and setting in position

20 7 with cement mortar 1:3 (1 Cement : 3 coarse Cum 42.88 6295.85 269966.25 0.00

sand), including the cost of required centering,

shuttering

complete.

Painting Two coats over a coat of cement paint &

Water Bound Wall cement Primer.

22 PAVED ROAD 0.00 0.00

23 1 Earthwork Excavation 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

24 clods to maximum 5cm. To 7cm. And laying in Cum 4612.06 243.99 1125290.79 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries, T

& P etc. All complete as per directions of the

Engineer -in-charge.

Cement concrete of proportion (1:4:8) in

foundation and floors using 4cm size clean hard

black crusher broken granite stone metal of

approved quality and from approved quarry

including hoisting, lowering and laying concrete in

26 3 layers not exceeding 15 cm. (6") thick to the Cum 1383.62 5357.44 7412649.71 0.00

required level ramming, watering, curing etc.

complete including cost, conveyance, royalties and

taxes of all materials with all labour and T&P

required for the work etc. complete in all respect

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

Providing and laying factory made chamfered edge

Cement Concrete paver blocks in footpath, parks,

lawns, drive ways or light traffic parking etc, of

required strength, thickness & size/ shape, made

by table vibratory method using PU mould, laid in

required colour & pattern over 60mm thick

compacted bed of sand, compacting and proper

embedding/laying of inter locking paver blocks

into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the

joints with sand and cutting of paver blocks as per

required size and pattern, finishing and sweeping

extra sand. complete all as per direction of

Engineer-in-Charge.

28 KERB STONE 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

29 5 clods to maximum 5cm. To 7cm. And laying in Cum 392.52 243.99 95769.43 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

Cement concrete of proportion (1:4:8) in

foundation and floors using 4cm size clean hard

black crusher broken granite stone metal of

approved quality and from approved quarry

including hoisting, lowering and laying concrete in

31 6 layers not exceeding 15 cm. (6") thick to the Cum 98.13 5357.44 525719.84 0.00

required level ramming, watering, curing etc.

complete including cost, conveyance, royalties and

taxes of all materials with all labour and T&P

required for the work etc. complete in all respect

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

Providing and fixing at or near ground level

cement concrete M-20 grade in kerbs, edgings etc.

as per approved pattern and setting in position

32 7 with cement mortar 1:3 (1 Cement : 3 coarse Cum 353.27 5902.93 2085326.81 0.00

sand), including the cost of required centering,

shuttering

complete.

Painting Two coats over a coat of cement paint &

Water Bound Wall cement Primer.

34 R.C.C. DRAIN 0.00 0.00

35 1 Earthwork Excavation 0.00 0.00

Earth work in all kind of soil within 50m. Initial

lead and 1.5m initial lift including rough dressing

36 and breaking clods to maximum 5cm to 7cm and cum 2443.08 243.99 596082.69 0.00

laying in layers not exceeding 0.3m in depth and

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

37 2 Sand Filling 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries ,T

& P etc. All complete as per directions of the

Engineer -in-charge.

Providing and laying of Cement Concrete of grade

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

aggregate 20 mm nominal size ) of approved

quality from quarry mixing in concrete mixer

,lowering and compacting in proper thickness ,

40 watering & curing for the required period cum 117.94 5357.44 631864.57 0.00

.including all cost of labour

,material,conveyance,royaltiesand taxes ,sundries

,T & P etc. & including the cost of centering and

shuttering all complete as per the directions of

41 4 Engineer-in-charge.

R.C.C. work M-25 grade with 20mm and down

grade black hard granite crusher broken stone

chips of approved quality from quarry mixing in

concrete mixer ,lowering and compacting in proper

42 thickness , watering & curing for the required cum 808.74 6709.68 5426403.19 0.00

period .including all cost of labour

,material,conveyance,royaltiesand taxes ,sundries

,T & P etc. but excluding the cost of centering and

shuttering all complete as per the directions of

43 5 Engineer-in-charge.

Reinforcement 0.00 0.00

Providing, fixing in position TMT Fe-500

reinforcement bars for RCC work of required

diameter of approved quality including

straightening, cutting, bending, binding, welding

and joining (if necessary) and tying the grills and

placing in position as required for R.C.C. work and

providing hoisting, lowering and laying including

44 cost, conveyance and taxes of tor steel and qtl 485.25 10837.89 5259084.67 0.00

binding wires of 18 gauge and labour required for

the work for bending, binding and tying the grills

in all heights as per the specification & direction of

Engineer -in-charge. (Linear measurements will be

taken & quantity will be calculated on standard

weight. Weight of binding wire will not be

considered for measurement.)

45 BOUNDARY WALL 0.00 0.00

46 1 Earthwork Excavation 0.00 0.00

Earth work in all kind of soil within 50m. Initial

lead and 1.5m initial lift including rough dressing

47 and breaking clods to maximum 5cm to 7cm and cum 286.85 243.99 69987.64 0.00

laying in layers not exceeding 0.3m in depth and

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

48 2 Sand Filling 0.00 0.00

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries ,T

& P etc. All complete as per directions of the

Engineer -in-charge.

Providing and laying of Cement Concrete of grade

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

aggregate 20 mm nominal size ) of approved

quality from quarry mixing in concrete mixer

,lowering and compacting in proper thickness ,

51 watering & curing for the required period cum 86.07 5757.39 495547.36 0.00

.including all cost of labour

,material,conveyance,royaltiesand taxes ,sundries

,T & P etc. & including the cost of centering and

shuttering all complete as per the directions of

52 4 Engineer-in-charge.

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

RCC work M-25 grade as per approved designs

and drawings having a minimum compressive

strength (in work test) 25 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

53 mixed in concrete mixture with approved grade 0.00 0.00

cement including hoisting, lowering, laying and

compacting concrete by using vibrators, watering

and curing for 28 days 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 including cost

of centering & shuttering as per direction of the

Engineer in charge.

54 Foundation and plinth 0.00 0.00

55 Foundation Cum 24.90 6709.68 167071.05 0.00

56 Column Cum 6.23 15839.22 98599.16 0.00

57 Plinth Beam Cum 36.18 7675.27 277715.42 0.00

58 Ground Floor 0.00 0.00

59 Column Cum 43.58 15839.22 690194.12 0.00

60 5 Reinforcement 0.00 0.00

Providing, fixing in position TMT Fe-500

reinforcement bars for RCC work of required

diameter of approved quality including

straightening, cutting, bending, binding, welding

and joining (if necessary) and tying the grills and

placing in position as required for R.C.C. work and

providing hoisting, lowering and laying including

61 cost, conveyance and taxes of tor steel and 0.00 0.00

binding wires of 18 gauge and labour required for

the work for bending, binding and tying the grills

in all heights as per the specification & direction of

Engineer -in-charge. (Linear measurements will be

taken & quantity will be calculated on standard

weight. Weight of binding wire will not be

considered for measurement.)

62 Foundation and plinth qntl 75.79 10837.89 821403.46 0.00

63 Ground Floor qntl 52.29 10837.89 566713.11 0.00

64 B. SUPERSTRUCTURE 0.00 0.00

65 6 Fly Ash Brick Masonary(1:6)(superstructure) 0.00 0.00

Providing Fly ash bricks masonry work using

(250mmx120mmx80mm size) having crushing

strength not less than 75Kg/Sqcm in cement

mortar (1:6). Immersing the bricks in water

before use in all necessary projection splays

66 cutting, circular moulding, corbelling etc. Including 0.00 0.00

cost of conveyance ,taxes & royalties, loading and

unloading of all materials & cost of all labour,

scaffolding ,watering & curing ,sundries, T & P etc.

complete as per the direction of Engineer-in-

charge.

67 Ground Floor cum 214.97 5600.47 1203943.98 0.00

68 7 16 mm outside Plastering (1:6) 0.00 0.00

Providing 16mm thick cement plaster to the

surface of brick masonry wall with cement mortar

(1:6) including racking out joints, scraping and

cleaning the surface and finishing the plaster

surface smooth using wooden floats only to proper

plumbs and level and making grooves and beads

to give required ornamental finish as per drawings

including cost of all materials, conveyance, loading

and unloading, all taxes and royalties, all labour,

scaffolding, watering and curing, sundries and T&P

etc all complete as per direction of the Engineer -

in-charge.

70 Ground Floor sqm 1204.55 245.69 295943.24 0.00

71 8 M.S Railing 0.00 0.00

Supplying ,Fitting and fixing of stainless Steel of

304 grade in hand railing using 50mm dia of 2mm

thick circular pipe with Balustrade of size 32mm x

32mm x 2mm @ 0.90mtr C/C and stainless square

72 pipe bracing of size 32mm x 32mm x 2mm in 3 0.00 0.00

rows in stair case as per approved design and

specification, buffing, pollishing etc. with cost,

conveyance, taxes of all materials, labour, T&P

etc. required for the complete in all respect.

73 Ground Floor kg 35400.18 116.63 4128765.75 0.00

74 9 External Painting 0.00 0.00

Painting two coats with Water soluble weather

coat paints of approved shade of approved make

or equivalent over out side brick wall over a coat

of primer, by means of brush to outside surface of

new walls after scraping, cleaning the surface

including all cost of materials, scaffolding, labour,

watering & curing T&P etc complete as per

direction of Engineer -in-charge.

76 Ground Floor sqm 1204.55 99.93 120375.74 0.00

77 10 Synthetic Enamel Paint 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Painting two coat with approved synthetic enamel

paint to new wood over a coat of Red oxide primer

including cost, conveyances, royalties, taxes of all

materials and cost of all labour with T&P required

for the work etc. complete as per specification &

direction of Engineer in charge.

79 Ground Floor sqm 521.04 179.58 93570.01 0.00

81 1 Earthwork Excavation 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

82 a) clods to maximum 5cm. To 7cm. And laying in Cum 1070.46 243.99 261179.70 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

83 Up to (1.5m to 2m depth) Cum 270.30 267.23 72234.31 0.00

84 2 Excavation 0.00 0.00

Cutting in disintegrated rock not requiring blasting

to be removed by pick axes and crow bars and

depositing materials within 50m initial lead and

85 1.5m initial lift including rough dressing as per Cum 618.82 515.40 318939.55 0.00

direction and specification of the department

including stacking the useful materials separately

as ordered.

86 3 Sand Filling 0.00 0.00

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance,all taxes and royalties, loading and

unloading, including cost of all labour, sundries, T

& P etc. All complete as per directions of the

Engineer -in-charge.

Providing and laying plain cement concrete of

proportion (1:3:6) in foundation and floors using 4

cm. size black hard crusher broken granite stone

metal and screened and washed sharp sand for

mortar of approved quality and from approved

quarry including hoisting, lowering, laying

concrete, ramming, watering and curing etc.

complete to required levels laid in layers not

exceeding 15 cm. thick in each layer including

cost, conveyance, royalties of all materials and

cost of all labours, labour cess, T&P etc complete

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

90 5 BACK FILLING 0.00 0.00

Filling available excavated earth (excluding rock)

in trenches plinth sides of foundation etc. in layers

not exceeding 20 cm in depth,consolidating each

deposited layers by ramming and watering, lead

up to 50m and lift up to 1.5 mt etc. including cost

of all labour, sundries T & P etc complete in all

respect as per the direction of Engineer-In-

Charge.

92 6 Anti-termite Treatment 0.00 0.00

Supplying diluting and preparing chemical

emulsion like imidacloprid 30.5% SC or other

chemicals approved by central insecticides Board

or as directed by the manufacturer and spraying

the mixture uniformly by sprayer as per-

constructional Anti-termite Treatment confirming

to IS 6313 (PART-II) and creating a chemical

barrier under and around the column pits, wall

tranches, basement excavation top surface of

plinth filling juction of wall and floors along with

external perimeter of the building expansion

joints. surrounding the pipes and conduits etc. at

the rate of 7.5liter per sqm on vertical surface and

5.0 liter per sqm on horizontal surfaces, 50% of

the emulsion to be filled in the holes made in

trenches at 150mm center to center (or as

directed by the manufacturer) including the cost of

all materials. cost of all labour, conveyance,

loading, unloading, T&P, Etc. all complete as per

the direction of Engineer-in-Charge.

94 7 FLY ASH BRICK 0.00 0.00

Fly Ash brick masonry in cement mortar (1:6) in

super structure using Fly Ash bricks of 23 x 11 x 8

cm size having a crushing strength of not less than

75 kg./sqcm with dimensional tolerance ± 2%

including splays cutting circular moulding

chamfering and corbelling and similar such type of

95 works with all necessary projections watering and 0.00 0.00

curing after immersing the bricks in water at least

for six hours before use including cost,

conveyance, royalties and taxes of all materials

with all labour,labour cess and T & P required for

the work complete in all respect as per direction of

Engineer-in-Charge.

96 Foundation and plinth Cum 114.22 5785.37 660805.51 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

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

98 mixing and test conducted in accordance with I.S. 0.00 0.00

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 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

99 including cost,conveyance, loading, unloading, 0.00 0.00

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.

100 Foundation and plinth 0.00 0.00

101 Footing Cum 291.75 6295.85 1836815.58 0.00

102 Column / Pedestal Cum 13.05 6709.68 87561.33 0.00

103 Plinth Beam Cum 55.04 7675.27 422459.39 0.00

104 Stilt Floor 0.00 0.00

105 Column Cum 33.15 15839.22 525070.23 0.00

106 Staircase Cum 47.10 15785.78 743510.26 0.00

107 Lintel Cum 4.40 14992.64 65967.63 0.00

108 Chhaja Sqm 2.04 1280.87 2612.97 0.00

109 Roof Beam Cum 57.60 18225.06 1049796.53 0.00

110 Roof Slab Cum 93.07 14219.79 1323435.91 0.00

111 First Floor 0.00 0.00

112 Column Cum 33.15 17855.95 591871.13 0.00

113 Staircase Cum 47.10 17791.84 837995.64 0.00

114 Lintel Cum 11.84 16840.09 199386.63 0.00

115 Chhaja Sqm 23.52 1462.21 34391.15 0.00

116 Roof Beam Cum 57.60 20718.96 1193449.34 0.00

117 Roof Slab Cum 93.07 15912.58 1480904.56 0.00

118 Second Floor 0.00 0.00

119 Column Cum 33.15 20270.63 671910.57 0.00

120 Staircase Cum 47.10 20193.66 951121.32 0.00

121 Lintel Cum 11.84 19051.64 225476.19 0.00

122 Chhaja Sqm 23.52 1679.47 39501.14 0.00

123 Roof Beam Cum 57.60 23706.25 1365522.51 0.00

124 Roof Slab Cum 93.07 17938.53 1669448.85 0.00

125 Third Floor 0.00 0.00

126 Column Cum 33.15 23161.98 767750.28 0.00

127 Staircase Cum 47.10 23069.61 1086578.80 0.00

128 Lintel Cum 11.84 21699.30 256811.25 0.00

129 Chhaja Sqm 23.52 1939.79 45623.87 0.00

130 Roof Beam Cum 57.60 27284.72 1571648.71 0.00

131 Roof Slab Cum 93.07 20363.54 1895133.15 0.00

132 Fourth Floor 0.00 0.00

133 Column Cum 33.15 26624.46 882520.91 0.00

134 Staircase Cum 47.10 26513.61 1248790.97 0.00

135 Lintel Cum 11.84 24869.28 294452.26 0.00

136 Chhaja Sqm 23.52 2251.72 52960.53 0.00

137 Roof Beam Cum 57.60 31571.73 1818588.25 0.00

138 Roof Slab Cum 93.07 23266.41 2165288.82 0.00

139 Fifth Floor 0.00 0.00

140 Column Cum 33.15 30771.25 1019974.60 0.00

141 Staircase Cum 47.10 30638.25 1443061.65 0.00

142 Lintel Cum 11.84 28665.07 339394.40 0.00

143 Chhaja Sqm 23.52 2625.49 61751.48 0.00

144 Roof Beam Cum 57.60 36707.97 2114445.20 0.00

145 Roof Slab Cum 93.07 26741.57 2488704.49 0.00

146 Sixth Floor 0.00 0.00

147 Column Cum 33.15 35737.93 1184605.11 0.00

148 Staircase Cum 47.10 35578.39 1675742.28 0.00

149 Lintel Cum 11.84 33210.46 393211.88 0.00

150 Chhaja Sqm 23.52 3073.38 72285.92 0.00

151 Roof Beam Cum 57.60 42861.99 2468927.75 0.00

152 Roof Slab Cum 93.07 30902.34 2875925.86 0.00

153 Seventh Floor 0.00 0.00

154 Column Cum 33.15 41687.08 1381801.49 0.00

155 Staircase Cum 47.10 41495.69 1954447.06 0.00

156 Lintel Cum 11.84 38654.12 457664.80 0.00

157 Chhaja Sqm 23.52 3610.16 84911.03 0.00

158 Roof Beam Cum 57.60 50235.94 2893680.53 0.00

159 Roof Slab Cum 93.07 35884.43 3339584.05 0.00

160 Terrace Floor 0.00 0.00

161 Column Cum 7.59 48813.58 370495.07 0.00

162 Lintel Cum 1.37 45174.03 61888.43 0.00

163 Chhaja Sqm 5.76 4253.49 24500.09 0.00

164 Roof Beam Cum 9.29 59072.22 548981.73 0.00

165 Roof Slab Cum 11.20 41850.35 468556.54 0.00

166 9 Reinforcement 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Supplying Cutting, straightening coiled or bent up

M.S. Rod or tor steel of primary steel producers

such as SAIL / Tiscon / RINL / JINDAL STEEL /

SHYAM STEEL (grade Fe-500D) etc. including

bending, binding, welding and jointing 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 required for the work for bending, binding

and tying the grills in all floors with labour cess

etc. (payment will be made on standard weight of

B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of

Engineer-in-charge.

168 Foundation and plinth qtl 366.79 10837.89 3975194.98 0.00

169 Stilt Floor qtl 312.32 10837.89 3384888.87 0.00

170 First Floor qtl 319.33 10868.14 3470523.85 0.00

171 Second Floor qtl 319.33 10899.92 3480671.33 0.00

172 Third Floor qtl 319.33 10933.25 3491316.19 0.00

173 Fourth Floor qtl 319.33 10968.28 3502499.89 0.00

174 Fifth Floor qtl 319.33 11005.05 3514241.28 0.00

175 Sixth Floor qtl 319.33 11043.64 3526566.71 0.00

176 Seventh Floor qtl 319.33 11084.19 3539513.88 0.00

177 Terrace Floor qtl 43.79 11126.76 487240.94 0.00

178 10 FLY ASH BRICK(1:6) 0.00 0.00

Fly Ash brick masonry in cement mortar (1:6) in

super structure using Fly Ash bricks of 25 x 12 x 8

cm size having a crushing strength of not less than

75 kg./sqcm with dimensional tolerance ± 2%

including splays cutting circular moulding

chamfering and corbelling and similar such type of

179 works with all necessary projections watering and 0.00 0.00

curing after immersing the bricks in water at least

for six hours before use including cost,

conveyance, royalties and taxes of all materials

with all labour,labour cess and T & P required for

the work complete in all respect as per direction of

Engineer-in-Charge.

180 Stilt Floor cum 69.64 5600.47 390016.65 0.00

181 First Floor cum 153.61 5939.94 912434.64 0.00

182 Second Floor cum 153.61 6330.32 972400.82 0.00

183 Third Floor cum 153.61 6779.28 1041364.74 0.00

184 Fourth Floor cum 153.61 7295.55 1120669.53 0.00

185 Fifth Floor cum 153.61 7889.27 1211870.40 0.00

186 Sixth Floor cum 153.61 8572.04 1316750.94 0.00

187 Seventh Floor cum 153.61 9357.25 1437366.65 0.00

188 Terrace Floor cum 95.70 10260.22 981902.86 0.00

189 11 FLY ASH BRICK(1:4) 0.00 0.00

Providing Fly ash bricks masonry work using

(250mmx125mmx80mm size) having crushing

strength not less than 75Kg/Sqcm in cement

mortar (1:4). Immersing the bricks in water

before use in all necessary projection splays

190 cutting, circular moulding, corbelling etc. Including 0.00 0.00

cost of conveyance, taxes & royalties, loading and

unloading of all materials & cost of all labour,

scaffolding, watering & curing ,sundries, T & P etc.

complete as per the direction of Engineer-in-

charge .

191 Stilt Floor cum 2.87 5830.62 16733.87 0.00

192 First Floor cum 25.03 6170.09 154437.36 0.00

193 Second Floor cum 25.03 6560.47 164208.55 0.00

194 Third Floor cum 25.03 7009.42 175445.89 0.00

195 Fourth Floor cum 25.03 7525.70 188368.22 0.00

196 Fifth Floor cum 25.03 8119.41 203228.95 0.00

197 Sixth Floor cum 25.03 8802.19 220318.73 0.00

198 Seventh Floor cum 25.03 9587.39 239972.47 0.00

199 12 16 mm Plastering 0.00 0.00

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

200 of corners, providing grooves where ever 0.00 0.00

necessary with cost, conveyance, royalties 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.

201 Stilt Floor sqm 11255.47 245.69 2765331.66 0.00

202 First Floor sqm 791.93 251.94 199520.27 0.00

203 Second Floor sqm 791.93 258.38 204622.52 0.00

204 Third Floor sqm 791.93 265.03 209883.62 0.00

205 Fourth Floor sqm 791.93 271.90 215322.28 0.00

206 Fifth Floor sqm 791.93 278.96 220919.80 0.00

207 Sixth Floor sqm 791.93 286.23 226676.18 0.00

208 Seventh Floor sqm 791.93 293.71 232600.77 0.00

209 Terrace Floor sqm 523.95 301.41 157922.41 0.00

210 13 12 mm Plastering 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Providing 12 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

211 of corners, providing grooves where ever 0.00 0.00

necessary with cost, conveyance, royalties 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.

212 Stilt Floor sqm 338.85 170.88 57901.26 0.00

213 First Floor sqm 1531.89 175.09 268216.17 0.00

214 Second Floor sqm 1531.89 179.43 274868.25 0.00

215 Third Floor sqm 1531.89 183.89 281701.09 0.00

216 Fourth Floor sqm 1531.89 188.48 288732.77 0.00

217 Fifth Floor sqm 1531.89 193.21 295981.37 0.00

218 Sixth Floor sqm 1531.89 198.10 303464.96 0.00

219 Seventh Floor sqm 1531.89 203.10 311129.31 0.00

220 Terrace Floor sqm 243.47 208.26 50704.62 0.00

221 14 6 mm Plastering 0.00 0.00

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 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.

223 Stilt Floor sqm 838.64 169.07 141788.35 0.00

224 First Floor sqm 883.41 173.28 153079.94 0.00

225 Second Floor sqm 883.41 177.63 156916.05 0.00

226 Third Floor sqm 883.41 182.09 160856.42 0.00

227 Fourth Floor sqm 883.41 186.68 164911.45 0.00

228 Fifth Floor sqm 883.41 191.41 169091.56 0.00

229 Sixth Floor sqm 883.41 196.29 173407.20 0.00

230 Seventh Floor sqm 883.41 201.30 177827.08 0.00

231 Terrace Floor sqm 128.60 206.45 26549.83 0.00

232 15 Water Proofing 0.00 0.00

Providing and installing two component acrylic

modified cementitious waterproofing coating with

Nerolac-Perma Guard 2K / Equivalent with

Nerolac-Perma Fibremesh AR 45 GSM over roof

slab after carring out pond test on roof slab filling

all defects. Saturating the surface mixing the

products and then application in 1.0 mm thickness

(2.0 kg/sqm coverage rate for 1.0mm thickness)

in suitable layers complete in all respect all

material, tools, plant & labour complete in all

respect. Density 1750kg/m3, mix ratio (Powder to

liquid ) 2.1 by weight.

234 Terrace sqm 829.85 548.23 0.00 454947.01

235 16 Grading Plaster 0.00 0.00

Providing 2.5cm thick Grading Concrete over roof

slab with cement concrete (1:2:2) using 6mm size

black hard granite crusher broken chips and

screened & washed sharp sand for mortar and

finished smooth to the rough surface of slab

including watering and curing with cost,

conveyance, royalties of all materials with cost of

all labour, labour cess and T&P required for the

work etc. complete in all respect as directed by

the Engineer in charge.

237 Terrace sqm 829.85 1095.41 909022.50 0.00

238 17 Vitrified Floor Tiles 0.00 0.00

Providing, fitting, fixing Double charge vitrified

tiles of premium grade having thickness 8mm to

10mm confirming to IS 15622:2017 GROUP B1A

of size 600mm x 600mm ARNAVA CREMA POLISH

of approved make (JOHNSON/ SOMANY/ KAJARIA

or equivalent ) as directed by Engineer-in-charge

239 in dados skirting and risers of steps on 12mm 0.00 0.00

thick cement plaster (1:3) jointed with neat

cement slurry mixed with pigment to match the

shades of the tiles including rubbing and polishing

etc. complete with cost, conveyance, royalties of

all materials all labour,labour cess complete in all

respects.

240 Stilt Floor sqm 31.92 1494.79 0.00 47713.65

241 First Floor sqm 564.61 1507.21 0.00 850988.10

242 Second Floor sqm 564.61 1520.26 0.00 858356.71

243 Third Floor sqm 564.61 1533.98 0.00 866098.42

244 Fourth Floor sqm 564.61 1548.37 0.00 874226.54

245 Fifth Floor sqm 564.61 1563.50 0.00 882767.74

246 Sixth Floor sqm 564.61 1579.37 0.00 891728.66

247 Seventh Floor sqm 564.61 1596.03 0.00 901135.97

248 18 Vitrified Floor Skirting 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Providing, fitting, fixing Double charge vitrified

tiles of premium grade having thickness 8mm to

10mm confirming to IS 15622:2017 GROUP B1A

of size 600mm x 600mm ARNAVA CREMA POLISH

of approved make (JOHNSON/ SOMANY/ KAJARIA

or equivalent ) as directed by Engineer-in-charge

249 in dados skirting and risers of steps on 12mm 0.00 0.00

thick cement plaster (1:3) jointed with neat

cement slurry mixed with pigment to match the

shades of the tiles including rubbing and polishing

etc. complete with cost, conveyance, royalties of

all materials all labour,labour cess complete in all

respects.

250 Stilt Floor sqm 4.92 1618.13 0.00 7961.22

251 First Floor sqm 101.78 1636.84 0.00 166597.27

252 Second Floor sqm 101.78 1656.46 0.00 168594.54

253 Third Floor sqm 101.78 1677.09 0.00 170693.89

254 Fourth Floor sqm 101.78 1698.75 0.00 172898.94

255 Fifth Floor sqm 101.78 1721.48 0.00 175212.07

256 Sixth Floor sqm 101.78 1745.36 0.00 177642.90

257 Seventh Floor sqm 101.78 1770.42 0.00 180193.84

258 20 Industrial vetrified tiles 0.00 0.00

Supplying, fitting and fixing vetrified Industrial

tiles IS 15622:2017 group B1a,Breaking

strength>5500N,MOR>38N/mm2,(30x30)cm,

15mm thickness, GREY PLUS in dados of approved

make (JOHNSON/ SOMANY/ KAJARIA or equivalent

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

cement : 3 course sand) and filling joints with

slurry including cost of all materials, taxes, labour,

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

per direction of the Engineer in charge.

260 Stilt Floor sqm 906.27 2288.61 0.00 2074098.58

261 21 Granite Flooring 0.00 0.00

Fixing granite tiles of approved dimension area

above 0.4 sqm (20mm thick) in floor, treads of

steps and landing on 20mm thick bed of cement

mortar (1:4) jointed with neat cement slurry

262 mixed with pigment to match the shades of the 0.00 0.00

tiles including rubbing and polishing etc. complete

with cost, conveyance, royalties of all materials

complete in all respects as per direction of

Engineer-in-Charge.

263 Stilt Floor sqm 124.65 3219.24 401278.34 0.00

264 First Floor sqm 124.65 3231.67 402827.17 0.00

265 Second Floor sqm 124.65 3244.72 404453.95 0.00

266 Third Floor sqm 124.65 3258.43 406163.10 0.00

267 Fourth Floor sqm 124.65 3272.82 407957.56 0.00

268 Fifth Floor sqm 124.65 3287.95 409843.22 0.00

269 Sixth Floor sqm 124.65 3303.82 411821.54 0.00

270 Seventh Floor sqm 124.65 3320.48 413898.41 0.00

271 21 Granite Skirting 0.00 0.00

Fixing granite tiles of approved dimension area

above 0.4 sqm (20mm thick) in Dados, treads of

steps and landing on 12mm thick cement mortar

(1:3) jointed with neat cement slurry mixed with

272 pigment to match the shades of the tiles including 0.00 0.00

rubbing and polishing etc. complete with cost,

conveyance, royalties and taxes of all materials

complete in all respects as per direction of

Engineer-in-Charge.

273 Stilt Floor sqm 11.46 3342.59 38306.04 0.00

274 First Floor sqm 11.46 3361.29 38520.37 0.00

275 Second Floor sqm 11.46 3380.91 38745.26 0.00

276 Third Floor sqm 11.46 3401.54 38981.63 0.00

277 Fourth Floor sqm 11.46 3423.20 39229.91 0.00

278 Fifth Floor sqm 11.46 3445.93 39490.36 0.00

279 Sixth Floor sqm 11.46 3469.81 39764.06 0.00

280 Seventh Floor sqm 11.46 3494.88 40051.29 0.00

281 22 TOILET FLOOR TILE 0.00 0.00

Supplying of Antiskid Ceramic Floor Tiles in

flooring using special plain / printed series

Ceramic Floor Tile of premium grade ( having

minimum thickness 7 mm to 8 mm & size 300 mm

x 300 mm, confirming to I.S 13755 of approved

quality and shade of approved make

(JOHNSON/SOMANY/ KAJARIA or equivalent ) as

directed by Engineer-in-charge in floors, treads on

282 steps and landings on 20 m.m thick bed of cement 0.00 0.00

mortar of mix (1:4) laid in proper slope and

gradient with screened & washed sharp river sand

for mortar and fixing with neat white cement

slurry,grouting the joints with neat white cement

slurry mixed with required quantities of pigments

(Tiles are to be immersed in the water for required

time before use) of approved make to match the

shades of the Ceramic Floor Tiles

283 Stilt Floor sqm 5.82 1170.35 0.00 6811.42

284 First Floor sqm 47.52 1182.77 0.00 56205.37

285 Second Floor sqm 47.52 1195.82 0.00 56825.55

286 Third Floor sqm 47.52 1209.54 0.00 57477.12

287 Fourth Floor sqm 47.52 1223.93 0.00 58161.22

288 Fifth Floor sqm 47.52 1239.06 0.00 58880.08

289 Sixth Floor sqm 47.52 1254.93 0.00 59634.27

290 Seventh Floor sqm 47.52 1271.59 0.00 60426.03

291 23 TOILET TILE DADO 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Supplying of 300 x 600 special plain/printed series

Ceramic wall tiles of premium grade having

thickness 6.5mm to 6.7mm confirming to IS

13753 of approved make (JOHNSON/ SOMANY/

KAJARIA or equivalent ) as directed by Engineer-

292 in-charge in dados on 12mm thick cement plaster 0.00 0.00

(1:3) jointed with neat cement slurry mixed with

pigment to match the shades of the tiles including

rubbing and polishing etc. complete with cost,

conveyance, royalties of all materials all

labour,labour cess complete in all respects.

293 Stilt Floor sqm 19.90 1426.41 0.00 28385.51

294 First Floor sqm 204.12 1445.11 0.00 294975.98

295 Second Floor sqm 204.12 1464.73 0.00 298981.50

296 Third Floor sqm 204.12 1485.36 0.00 303191.76

297 Fourth Floor sqm 204.12 1507.03 0.00 307613.98

298 Fifth Floor sqm 204.12 1529.75 0.00 312252.98

299 Sixth Floor sqm 204.12 1553.64 0.00 317128.02

300 Seventh Floor sqm 204.12 1578.70 0.00 322243.92

301 24 Fire Door 0.00 0.00

Providing and fixing of NAVAIR make insulated fire

rated GI Sheet doors conforming to FD 120-I 30

classification of IS 3614 :2021 with fire rating of

120 minutes integrity and 30 minutes insulation.

The factory manufactured door frame and shutter

assembly shall be made out of minimum 1.20 mm

thick GI Sheet with minimum 120 GSM coating as

per IS: 277.

Door and frame should be finished with powder

coating in standard RAL shade finish having DFT of

minimum 30 microns. The door should carry a

minimum 500 Hrs of salt spray test. All

302 accressesories like hardware, vision panel, fire & 0.00 0.00

smoke seal etc to be supplied by Fire door

manufacturer only as per the guidelines laid down

in IS 3614:2021.Every door must carry a label

confirming to type of door & its fire rating.

The door must carry a 5years valid test evidence

from CBRI-Roorkee / NTH-Kolkata/ NABL

accrediated lab which operates in accordance with

ISO/IEC 17025.

The Door frame shall be single rebate grooved

profile of size minimum 100mm x 57mm made out

of 1.20mm (18gauge) minimum thick galvanized

steel sheet. Frames shall be butt / mitered joint

and field assembeled with bolting system. Frames

Door leaf should be minimum 46mm thick fully

flush double skin door. Door leaf must be

manufactured from 1.2mm(18gauge) thick

galvanised steel sheet. The infill material shall be

mineral wool of minimum density 48 kg/cum. All

doors shall be factory prepped for receiving

appropriate hardware and provided with necessary

reinforcement for hinges, locks, and door closers.

The edges should be interlocked with a bending

radius of 1.4mm. For double leaf doors integrated

astragals has to be provided on the meeting stile

for both active and inactive leaf.

303 The shutters shall be mounted to the frame with 0.00 0.00

SS 304 grade ball bearing type hinges of size 100x

75x3 mm alongwith all suitable hardware(Payable

in extra item).

Vision lite size 200x300 mm or 150 x 400mm(max

area 0.06sqm) wherever applicable should be

provided with single layered clear fire rated glass

panes as per guidelines laid down under IS 3614 :

2021 vide clause no. 7.2.7 table no. 2 with a

clipon arrangement.The glass will be provided with

fire rated ceramic tape of min.2 mm thickness

with min.15mm width alround on either face.

Every Glass pane must carry a permanent marking

of its glass manufacturer .

304 Stilt Floor sqm 8.82 23951.13 0.00 211248.99

305 First Floor sqm 8.82 23951.13 0.00 211248.99

306 Second Floor sqm 8.82 23951.13 0.00 211248.99

307 Third Floor sqm 8.82 23951.13 0.00 211248.99

308 Fourth Floor sqm 8.82 23951.13 0.00 211248.99

309 Fifth Floor sqm 8.82 23951.13 0.00 211248.99

310 Sixth Floor sqm 8.82 23951.13 0.00 211248.99

311 Seventh Floor sqm 8.82 23951.13 0.00 211248.99

312 Terrace Floor sqm 8.82 23951.13 0.00 211248.99

313 25 Flush Door Frame 0.00 0.00

Supplying, fitting and fixing in position well

seasoned & dressed Sal wood choukhats in doors

free from defects such as dead knots, flows etc.

in all floors including two coats of termite proof

wood preservatives to Rear surface of frames

which is in contact with concrete and masonry

surface fitted with 6 nos. of W.I. Clamps and

required screws of approved quality including

cutting legs to sizes, cutting holes in walls, fixing

in CC 1:2:4 including cost, conveyance, royalties

and taxes of all materials and cost of all labour,

sundries, T & P etc. required for the workall

complete as per the directions of Engineer -in-

charge.

315 Stilt Floor rmt 10.60 862.56 9143.10 0.00

316 First Floor rmt 185.80 862.56 160262.98 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

317 Second Floor rmt 185.80 862.56 160262.98 0.00

318 Third Floor rmt 185.80 862.56 160262.98 0.00

319 Fourth Floor rmt 185.80 862.56 160262.98 0.00

320 Fifth Floor rmt 185.80 862.56 160262.98 0.00

321 Sixth Floor rmt 185.80 862.56 160262.98 0.00

322 Seventh Floor rmt 185.80 862.56 160262.98 0.00

323 26 Flush Door Shutter 0.00 0.00

Supplying fitting and fixing in position 32mm thick

single leaf Grade-1 flush door confirming to

timber and block board core framed with seasoned

hard wood battens and bonded at high pressure

with phonol formaldehyde resin under the cross

banding process, termite resistant and moisture

proof, including cost, conveyance, taxes of all

324 materials with 1mm thick laminate of approved 0.00 0.00

make on both side,1no of Aldrop, 3 nos of SS butt

hinges, 2 nos of tower bolt, PVC door stopper,

Buffer & SS handle as per the lay-out drawing and

specification given by the Architect, Including all

cost of labour, material, conveyance, loading,

unloading, T&P and painting the wooden surface

with an approved shade and finish etc all complete

as per directions of Engineer-in-charge.

325 Stilt Floor sqm 4.62 4146.52 0.00 19156.92

326 First Floor sqm 72.66 4146.52 0.00 301286.14

327 Second Floor sqm 72.66 4146.52 0.00 301286.14

328 Third Floor sqm 72.66 4146.52 0.00 301286.14

329 Fourth Floor sqm 72.66 4146.52 0.00 301286.14

330 Fifth Floor sqm 72.66 4146.52 0.00 301286.14

331 Sixth Floor sqm 72.66 4146.52 0.00 301286.14

332 Seventh Floor sqm 72.66 4146.52 0.00 301286.14

333 27 Flush Door Hardware Components 0.00 0.00

334 Stilt Floor(Main Entrance Door) each 2.00 2572.40 0.00 5144.80

335 First Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

336 First Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

337 Second Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

338 Second Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

339 Third Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

340 Third Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

341 Fourth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

342 Fourth Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

343 Fifth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

344 Fifth Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

345 Sixth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

346 Sixth Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

347 Seventh Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

348 Seventh Floor(Interior Door) each 32.00 2572.40 0.00 82316.80

349 28 M.S.Doors 0.00 0.00

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

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

350 materials, priming,and labour for fitting fixing 0.00 0.00

etc.complete as per the instruction of Engineer-in-

Charge.

351 Stilt Floor kg 972.00 116.63 113365.53 0.00

352 First Floor kg 972.00 116.63 113365.53 0.00

353 Second Floor kg 972.00 116.63 113365.53 0.00

354 Third Floor kg 972.00 116.63 113365.53 0.00

355 Fourth Floor kg 972.00 116.63 113365.53 0.00

356 Fifth Floor kg 972.00 116.63 113365.53 0.00

357 Sixth Floor kg 972.00 116.63 113365.53 0.00

358 Seventh Floor kg 972.00 116.63 113365.53 0.00

359 Terrace Floor kg 403.20 116.63 47025.70 0.00

360 29 UPVC WINDOWS 0.00 0.00

Supplying and fixing-Fixing of Un-plasticised poly

vinyl chloride (UPVC) (FENESTA/NCL VEKA LTD.)

Two Track -Two Panel sliding window-60-Series

duly manufactured using UPVC reinforced profiles

of 108mm x 45mm x 2.5mm for outer frames and

window sash of 39mm x 58mm x 2.5mm capable

of mounting single glazing system, structurally

reinforced with hot dip galvanised up to 50

microns of minimum thickness of 1.5 mm

prefabricated & welded through fusion welding the

window frame sash shall be fitted with 6mm thick

clear glass os SAINT-GOBAIN make duly fixed with

EPDM weathering seal resistant and the system is

to be installed using Reinforced large coupler at

the site using anchor fasteners, silicon rubber

sealant,easy glazing/deglazing at site etc.

including cost and conveyance of all material,

accessories, labour charges, materials and product

conforming to ASTM D 638-14,EN-447-95 and

other applicable codes and standards.

362 Stilt Floor sqm 4.86 8579.66 0.00 41697.16

363 First Floor sqm 76.14 8579.66 0.00 653255.46

364 Second Floor sqm 76.14 8579.66 0.00 653255.46

365 Third Floor sqm 76.14 8579.66 0.00 653255.46

366 Fourth Floor sqm 76.14 8579.66 0.00 653255.46

367 Fifth Floor sqm 76.14 8579.66 0.00 653255.46

368 Sixth Floor sqm 76.14 8579.66 0.00 653255.46

369 Seventh Floor sqm 76.14 8579.66 0.00 653255.46

370 30 WPC Door Frame 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Factory made Solid WPC door frame of size

95mmx55mm fabricated .The door frame consist

of four segments which are provided with plug-in-

socket arrangement in-situ in the mould. The

segments are plugged in and are joined together

by means of screw. The WPC frame shall be

provided with The material and process for

manufacturing the door frames shall conform to

Relavent I.S.specification. 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 pigments complete in all respect

as per specification and direction of the Engineer

charge.

372 Stilt Floor rmt 9.90 1314.87 0.00 13017.25

373 First Floor rmt 59.40 1314.87 0.00 78103.52

374 Second Floor rmt 59.40 1314.87 0.00 78103.52

375 Third Floor rmt 59.40 1314.87 0.00 78103.52

376 Fourth Floor rmt 59.40 1314.87 0.00 78103.52

377 Fifth Floor rmt 59.40 1314.87 0.00 78103.52

378 Sixth Floor rmt 59.40 1314.87 0.00 78103.52

379 Seventh Floor rmt 59.40 1314.87 0.00 78103.52

380 31 WPC Door Shutter 0.00 0.00

Factory made single leaf Solid WPC (Wood

polymer) composite door shutter of 25mm

thickcompacted with wood grain finish structural

foam panel of 29mm thickness and a density of

20kg/cu.mtr shall be used as core material for

fitting the metal fittings such as tower bolts,

aldrops, handles etc shall be provided. A structural

adhesive compatible with (EPS) foam shall be used

for bending the core material, The material and

381 process for manufacturing the door shutters shall 0.00 0.00

conform to RV-TIFAC composites Design Centre's

standards and specifications and the door shutters

Conforming to relevant I.S.specification. The finish

of door shutter will be plain colour white/ Ivory/

Beige/ Light grey/ Mahogany/ Teak wood or any

other colour using high quality pigments. Three

heavy whight mild steel butt hinges type-I(ISI

marked) size 100mm are to be fitted on one side

of shutter.

382 Stilt Floor sqm 3.15 4048.11 0.00 12751.54

383 First Floor sqm 18.90 4048.11 0.00 76509.24

384 Second Floor sqm 18.90 4048.11 0.00 76509.24

385 Third Floor sqm 18.90 4048.11 0.00 76509.24

386 Fourth Floor sqm 18.90 4048.11 0.00 76509.24

387 Fifth Floor sqm 18.90 4048.11 0.00 76509.24

388 Sixth Floor sqm 18.90 4048.11 0.00 76509.24

389 Seventh Floor sqm 18.90 4048.11 0.00 76509.24

390 32 WPC Door Hardware Components 0.00 0.00

391 Ground Floor each 12.00 814.20 0.00 9770.40

392 First Floor each 12.00 814.20 0.00 9770.40

393 Second Floor each 12.00 814.20 0.00 9770.40

394 Third Floor each 12.00 814.20 0.00 9770.40

395 Fourth Floor each 12.00 814.20 0.00 9770.40

396 Fifth Floor each 12.00 814.20 0.00 9770.40

397 Sixth Floor each 12.00 814.20 0.00 9770.40

398 Seventh Floor each 12.00 814.20 0.00 9770.40

399 33 UPVC VENTILATORS 0.00 0.00

Supplying and fixing-Fixing of Un-plasticised poly

vinyl chloride (UPVC) (FENESTA/NCL VEKA LTD.)

Ventilators Top Hung-60-Series duly manufactured

using UPVC reinforced profiles of 60mm x 50mm x

2.5mm for outer frames, 75mm for outer frames.

75mm x 60mm x 2.5mm for casement window

sash profile capable of mounting single glazing

system, structurally reinforced with hhot dip

galvanised up to 50 microns of minimum thickness

of 1.5 mm prefabricated & welded through fusion

400 welding the window sash shall be fitted with EPDM 0.00 0.00

weathering seal resistant accessories like clipping

locking

system made of aluminium 1 No. per set of sashes

and th esystem isto be installed at the site using

anchor fasteners, silicon rubber sealant,easy

glazing/deglazing at site etc. including cost and

conveyance of all material, accessories, labour

charges, materials and product conforming to

ASTM D 638-14,EN-447-95 and other applicable

codes and

standards.

401 Ground Floor sqm 1.20 10620.00 0.00 12744.00

402 First Floor sqm 4.32 10620.00 0.00 45878.40

403 Second Floor sqm 4.32 10620.00 0.00 45878.40

404 Third Floor sqm 4.32 10620.00 0.00 45878.40

405 Fourth Floor sqm 4.32 10620.00 0.00 45878.40

406 Fifth Floor sqm 4.32 10620.00 0.00 45878.40

407 Sixth Floor sqm 4.32 10620.00 0.00 45878.40

408 Seventh Floor sqm 4.32 10620.00 0.00 45878.40

409 Terrace Floor sqm 4.32 10620.00 0.00 45878.40

410 34 M.S.Grill 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Supplying, fitting & fixing in all floors of M.S. grills,

grill gates, M.S. gates, garage door, collapsible

gates with top and bottom rails, steel windows,

critical frames for windows, stair case and parapet

railing made out of M.S Square bar/ flat including

stair case hand railing with 40mm. dia G.I.pipe

etc. including painting two coats over a coat of

redoxide primer as per approved drawing and

design with cost of all materials & labour, labour

cess, T&P, sundries etc. complete in all respect as

per specification & direction of the Engineer-in-

Charge.

412 Ground Floor kg 131.22 116.63 15304.35 0.00

413 First Floor kg 2055.78 116.63 239768.09 0.00

414 Second Floor kg 2055.78 116.63 239768.09 0.00

415 Third Floor kg 2055.78 116.63 239768.09 0.00

416 Fourth Floor kg 2055.78 116.63 239768.09 0.00

417 Fifth Floor kg 2055.78 116.63 239768.09 0.00

418 Sixth Floor kg 2055.78 116.63 239768.09 0.00

419 Seventh Floor kg 2055.78 116.63 239768.09 0.00

420 35 S.S. RAILING 0.00 0.00

Supplying, fitting and fixing of Stainless steel of

304 grade in hand railing 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

421 in 3 rows in stair case as per approved design and 0.00 0.00

specification, buffing, polishing etc with cost,

conveyance, taxes of all materials, cost of all

labour,labour cess, T&P etc. required for the work

complete in all respect as per direction of the

Engineer-in-charge.

422 Ground Floor kg 65.20 396.22 25833.57 0.00

423 First Floor kg 356.32 396.22 141181.25 0.00

424 Second Floor kg 356.32 396.22 141181.25 0.00

425 Third Floor kg 356.32 396.22 141181.25 0.00

426 Fourth Floor kg 356.32 396.22 141181.25 0.00

427 Fifth Floor kg 356.32 396.22 141181.25 0.00

428 Sixth Floor kg 356.32 396.22 141181.25 0.00

429 Seventh Floor kg 356.32 396.22 141181.25 0.00

430 10MM Clear Toughned Glass 0.00 0.00

Supplying & fixing of 10MM clear toughned glass

at balcony area consist of S.S. 304 grade 40mm X

40mm X1.5mm thick vertical baluster of GTS

make Modular Glass Railing with One no. of 50

mm dia 1.5mm thick SS 304 grade handrail on the

top of the railing.This rate is including of all

materials,10 mm thk clear toughned glass of St.

Gobain/Eqvt. make and labour charges.

432 First Floor rmt 38.40 3009.00 0.00 115545.60

433 Second Floor rmt 38.40 3009.00 0.00 115545.60

434 Third Floor rmt 38.40 3009.00 0.00 115545.60

435 Fourth Floor rmt 38.40 3009.00 0.00 115545.60

436 Fifth Floor rmt 38.40 3009.00 0.00 115545.60

437 Sixth Floor rmt 38.40 3009.00 0.00 115545.60

438 Seventh Floor rmt 38.40 3009.00 0.00 115545.60

439 37 Primer on iron work 0.00 0.00

Painting two coats to new Iron work with approved

enamel paints of approved colour, shade over a

coat of primer including sand papering, polishing

440 the surface, cost, conveyances, taxes of all 0.00 0.00

materials and cost of all labour,labour cess with

T&P etc, complete as per specification & direction

of Engineer-in-charge.

441 Ground Floor sqm 4.86 81.79 397.48 0.00

442 First Floor sqm 76.14 83.64 6368.23 0.00

443 Second Floor sqm 76.14 85.57 6515.57 0.00

444 Third Floor sqm 76.14 87.56 6666.51 0.00

445 Fourth Floor sqm 76.14 89.59 6821.05 0.00

446 Fifth Floor sqm 76.14 91.66 6979.18 0.00

447 Sixth Floor sqm 76.14 93.82 7143.59 0.00

448 Seventh Floor sqm 76.14 96.04 7312.50 0.00

449 38 Synthetic Enamel Paint 0.00 0.00

Painting two coat with approved synthetic enamel

paint to new wood over a coat of Red oxide primer

including cost, conveyances, royalties, taxes of all

materials and cost of all labour with T&P required

for the work etc. complete as per specification &

direction of Engineer in charge.

451 Ground Floor sqm 4.86 179.58 872.78 0.00

452 First Floor sqm 76.14 184.00 14009.56 0.00

453 Second Floor sqm 76.14 188.55 14356.36 0.00

454 Third Floor sqm 76.14 193.25 14713.95 0.00

455 Fourth Floor sqm 76.14 198.06 15080.52 0.00

456 Fifth Floor sqm 76.14 203.02 15457.87 0.00

457 Sixth Floor sqm 76.14 208.13 15846.90 0.00

458 Seventh Floor sqm 76.14 213.40 16248.50 0.00

459 39 Weather coat 0.00 0.00

Wall painting two coats with Weather coat paint

(1st quality) exterior grade of approved make &

approved shade over a coat of primer to make an

even finished surface in all floors and heights with

460 all scaffolding and staging charges including cost, 0.00 0.00

conveyance, cost of all labours, T & P, sundries

etc. as required for the work complete in all

respect as per the direction of the Engineer-in-

Charge.

461 Ground Floor sqm 11255.47 99.93 1124806.39 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

462 First Floor sqm 791.93 103.27 81785.46 0.00

463 Second Floor sqm 791.93 106.78 84560.86 0.00

464 Third Floor sqm 791.93 110.46 87476.43 0.00

465 Fourth Floor sqm 791.93 114.33 90541.52 0.00

466 Fifth Floor sqm 791.93 118.39 93756.12 0.00

467 Sixth Floor sqm 791.93 122.66 97138.93 0.00

468 Seventh Floor sqm 791.93 127.16 100699.28 0.00

469 Terrace Floor sqm 523.95 131.87 69090.67 0.00

470 40 Primer Outside Walls 0.00 0.00

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, cost of all

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

direction of the Engineer-in-charge.

472 Ground Floor sqm 11255.47 79.63 896232.56 0.00

473 First Floor sqm 791.93 82.73 65516.21 0.00

474 Second Floor sqm 791.93 85.99 68095.37 0.00

475 Third Floor sqm 791.93 89.41 70805.35 0.00

476 Fourth Floor sqm 791.93 93.00 73646.16 0.00

477 Fifth Floor sqm 791.93 96.76 76627.15 0.00

478 Sixth Floor sqm 791.93 100.71 79757.65 0.00

479 Seventh Floor sqm 791.93 104.87 83047.01 0.00

480 Terrace Floor sqm 523.95 109.23 57232.42 0.00

481 41 Primer Inside Walls 0.00 0.00

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, cost of all

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

direction of the Engineer-in-charge.

483 Ground Floor sqm 338.97 79.63 26990.96 0.00

484 First Floor sqm 2415.30 81.48 196796.23 0.00

485 Second Floor sqm 2415.30 83.41 201470.32 0.00

486 Third Floor sqm 2415.30 85.40 206258.41 0.00

487 Fourth Floor sqm 2415.30 87.43 211160.50 0.00

488 Fifth Floor sqm 2415.30 89.50 216176.60 0.00

489 Sixth Floor sqm 2415.30 91.66 221392.19 0.00

490 Seventh Floor sqm 2415.30 93.88 226750.30 0.00

491 Terrace Floor sqm 372.07 96.18 35786.36 0.00

492 42 Putty 0.00 0.00

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, 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.

494 Ground Floor sqm 338.97 89.66 30390.83 0.00

495 First Floor sqm 2415.30 89.66 216547.10 0.00

496 Second Floor sqm 2415.30 89.66 216547.10 0.00

497 Third Floor sqm 2415.30 89.66 216547.10 0.00

498 Fourth Floor sqm 2415.30 89.66 216547.10 0.00

499 Fifth Floor sqm 2415.30 89.66 216547.10 0.00

500 Sixth Floor sqm 2415.30 89.66 216547.10 0.00

501 Seventh Floor sqm 2415.30 89.66 216547.10 0.00

502 Terrace Floor sqm 372.07 89.66 33358.46 0.00

503 43 Plastic emulsion paint 0.00 0.00

Painting two coats with plastic emulsion paint over

a coat of water bond cement primer 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, cost of all labour,labour

cess, T&P etc. complete as per the direction of the

Engineer-in-charge.

505 Ground Floor sqm 338.97 97.09 32910.73 0.00

506 First Floor sqm 2415.30 99.10 239347.53 0.00

507 Second Floor sqm 2415.30 101.16 244335.13 0.00

508 Third Floor sqm 2415.30 103.30 249493.73 0.00

509 Fourth Floor sqm 2415.30 105.49 254794.83 0.00

510 Fifth Floor sqm 2415.30 107.75 260238.43 0.00

511 Sixth Floor sqm 2415.30 110.08 265881.54 0.00

512 Seventh Floor sqm 2415.30 112.48 271667.15 0.00

513 Terrace Floor sqm 372.07 114.96 42771.53 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Providing and fixing of 6mm thick Suede Finish

Exterior Grade Compact Laminates (CLAD) made

up of 1300mm x 3050mm in size and

manufactured under EN438-2&3:2005 standard.

CLAD should be made with GLE Technology &

Double Layer UV Protection process under high

pressure, thermosetting Phenolic resign treated

Exclusive & Certified Exterior Grade Decorative

paper (UV Resistant) on both side with high grade

Kraft paper in between. Both the decorative and

Kraft paper to be made of Virgin Pulp. CLAD

should be resistance to water immersion

515 44 characteristic with permissible increase in sqm 251.72 9268.90 0.00 2333167.51

thickness and mass <0.60% and have density

>1.35G/cm3, UV resistance on Grey scale

measurement will be measured ≥ 4, with flame

retardant fulfilled the criteria of under EN13501-

1:2007 with classification of BS1D0 standard

property, Moisture resistant, Impact resistant,

Corroison free, Saltwater resistance, Termite

resistant, Scratch resistant, Weather and Climatic

Shock Resistant high pressure thermosetting

resign treated balanced compact laminates Clad.

(The manufacturer should provide 12 years

warranty certification on manufacturing and

moisture related defects. CLADS will be installed

516 45 Structural Glazing 0.00 0.00

517 I. 6mm Saint Gobain ST 167 . sqm 68.28 6018.00 0.00 410909.04

Providing and supplying aluminium extruded

tubular and other aluminium sections as per the

architectural drawings and approved shop

drawings , the aluminium quality as per grade

6063 T5 or T6 as per BS 1474,including super

durable powder coating of 60-80 microns

conforming to AAMA 2604 of required colour and

shade as approved by the Engineer-in-Charge.

(The item includes cost of material such as cleats,

sleeves, screws etc. necessary for fabrication of

extruded aluminium frame work. Nothing extra

shall be paid on this account).

1. Performance Laboratory Test for Air Leakage

Test (-50pa to - 300pa) & (+50pa to +300pa) as

per ASTM E-283-04 testing method for a range of

testing limit 1 to 200 mVhr

2. Static Water Penetration Test. (50pa to 1500p)

as per ASTME- 331-09 testing method for a range

3. Dynamic Water Penetration (50pa to 1500pa)

as per AAMA 501.01- 05 testing method for a

519 III. range upto 2000 ml 4. sqm 68.28 3480.17 0.00 237626.28

Structural Performance Deflection and deformation

by static air pressure test (1.5 times design wind

pressure without any failure) as per ASTME-330-

10 testing method for a range upto 50 mm.

5. Seismic Movement Test (upto 30 mm) as per

AAMA 501.4- 09 testing method for Qualitative

test, Tests to be conducted on site.

6. Onsite Test for Water Leakage for a pressure

range 50 kpa to 240 kpa (35psi) upto 2000 ml

521 1 Earthwork Excavation 0.00 0.00

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

clods to maximum 5cm. To 7cm. And laying in

522 a) layers not exceeding 0.3m in depth and as per Cum 1071.91 243.99 261533.38 0.00

specification complete.

523 Up to (1.5m to 2m depth) Cum 270.30 267.23 72234.31 0.00

524 2 Excavation 0.00 0.00

Cutting in disintegrated rock not requiring blasting

to be removed by pick axes and crow bars and

depositing materials within 50m initial lead and

525 1.5m initial lift including rough dressing as per Cum 619.49 515.40 319285.90 0.00

direction and specification of the department

including stacking the useful materials separately

as ordered.

526 3 Sand Filling 0.00 0.00

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries, T

& P etc. All complete as per directions of the

Engineer -in-charge.

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Providing and laying plain cement concrete of

proportion (1:3:6) in foundation and floors using 4

cm. size black hard crusher broken granite stone

metal and screened and washed sharp sand for

mortar of approved quality and from approved

quarry including hoisting, lowering, laying

concrete, ramming, watering and curing etc.

complete to required levels laid in layers not

exceeding 15 cm. thick in each layer including

cost, conveyance, royalties of all materials and

cost of all labours,labour cess, T&P etc complete

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

531 5 BACK FILLING 0.00 0.00

Filling available excavated earth (excluding rock)

in trenches plinth sides of foundation etc. in layers

not exceeding 20 cm in depth , consolidating each

deposited layers by ramming and watering, lead

up to 50m and lift up to 1.5 mt etc. including cost

of all labour, sundries T & P etc complete in all

respect as per the direction of Engineer-In-

Charge.

533 6 Anti-termite Treatment 0.00 0.00

Supplying diluting and preparing chemical

emulsion like imidacloprid 30.5% SC or other

chemicals approved by central insecticides Board

or as directed by the manufacturer and spraying

the mixture uniformly by sprayer as per-

constructional Anti-termite Treatment confirming

to IS 6313 (PART-II) and creating a chemical

barrier under and around the column pits, wall

tranches, basement excavation top surface of

plinth filling juction of wall and floors along with

external perimeter of the building expansion

joints. surrounding the pipes and conduits etc. at

the rate of 7.5liter per sqm on vertical surface and

5.0 liter per sqm on horizontal surfaces, 50% of

the emulsion to be filled in the holes made in

trenches at 150mm center to center (or as

directed by the manufacturer) including the cost of

all materials. cost of all labour, conveyance,

loading, unloading, T&P, Etc. all complete as per

the direction of Engineer-in-Charge.

535 7 FLY ASH BRICK 0.00 0.00

Fly Ash brick masonry in cement mortar (1:6) in

super structure using Fly Ash bricks of 23 x 11 x 8

cm size having a crushing strength of not less than

75 kg./sqcm with dimensional tolerance ± 2%

including splays cutting circular moulding

chamfering and corbelling and similar such type of

536 works with all necessary projections watering and 0.00 0.00

curing after immersing the bricks in water at least

for six hours before use including cost,

conveyance, royalties and taxes of all materials

with all labour,labour cess and T & P required for

the work complete in all respect as per direction of

Engineer-in-Charge.

537 Foundation and plinth Cum 108.36 5785.37 626903.21 0.00

Providing, lifting, hoisting and laying Reinforced

cement concrete of M-20 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

540 mixing and test conducted in accordance with I.S. 0.00 0.00

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 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

541 including cost, conveyance, loading, unloading, 0.00 0.00

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.

542 Foundation and plinth 0.00 0.00

543 Footing Cum 291.75 6295.85 1836815.58 0.00

544 Column / Pedestal Cum 13.05 6709.68 87561.33 0.00

545 Plinth Beam Cum 52.22 7675.27 400796.70 0.00

546 Stil Floor 0.00 0.00

547 Column Cum 33.15 15839.22 525070.23 0.00

548 Staircase Cum 47.10 15785.78 743510.26 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

549 Lintel Cum 4.40 14992.64 65967.63 0.00

550 Chhaja Sqm 2.04 1280.87 2612.97 0.00

551 Roof Beam Cum 58.75 18225.06 1070660.58 0.00

552 Roof Slab Cum 85.93 14219.79 1221906.61 0.00

553 First Floor 0.00 0.00

554 Column Cum 33.15 17855.95 591871.13 0.00

555 Staircase Cum 47.10 17791.84 837995.64 0.00

556 Lintel Cum 13.09 16840.09 220436.74 0.00

557 Chhaja Sqm 15.84 1462.21 23161.39 0.00

558 Roof Beam Cum 56.59 20718.96 1172415.46 0.00

559 Roof Slab Cum 85.93 15912.58 1367288.71 0.00

560 Second Floor 0.00 0.00

561 Column Cum 33.15 20270.63 671910.57 0.00

562 Staircase Cum 47.10 20193.66 951121.32 0.00

563 Lintel Cum 13.09 19051.64 249309.80 0.00

564 Chhaja Sqm 15.84 1679.47 26602.81 0.00

565 Roof Beam Cum 56.59 23706.25 1341455.93 0.00

566 Roof Slab Cum 85.93 17938.53 1541367.78 0.00

567 Third Floor 0.00 0.00

568 Column Cum 33.15 23161.98 767750.28 0.00

569 Staircase Cum 47.10 23069.61 1086578.80 0.00

570 Lintel Cum 13.09 21699.30 283957.08 0.00

571 Chhaja Sqm 15.84 1939.79 30726.28 0.00

572 Roof Beam Cum 56.59 27284.72 1543949.27 0.00

573 Roof Slab Cum 85.93 20363.54 1749737.45 0.00

574 Fourth Floor 0.00 0.00

575 Column Cum 33.15 26624.46 882520.91 0.00

576 Staircase Cum 47.10 26513.61 1248790.97 0.00

577 Lintel Cum 13.09 24869.28 325538.86 0.00

578 Chhaja Sqm 15.84 2251.72 35667.30 0.00

579 Roof Beam Cum 56.59 31571.73 1786536.63 0.00

580 Roof Slab Cum 85.93 23266.41 1999166.62 0.00

581 Fifth Floor 0.00 0.00 0.00

582 Column Cum 33.15 30771.25 1019974.60 0.00

583 Staircase Cum 47.10 30638.25 1443061.65 0.00

584 Lintel Cum 13.09 28665.07 375225.73 0.00

585 Chhaja Sqm 15.84 2625.49 41587.73 0.00

586 Roof Beam Cum 56.59 36707.97 2077179.27 0.00

587 Roof Slab Cum 85.93 26741.57 2297769.66 0.00

588 Sixth Floor 0.00 0.00

589 Column Cum 33.15 35737.93 1184605.11 0.00

590 Staircase Cum 47.10 35578.39 1675742.28 0.00

591 Lintel Cum 13.09 33210.46 434724.96 0.00

592 Chhaja Sqm 15.84 3073.38 48682.35 0.00

593 Roof Beam Cum 56.59 42861.99 2425414.26 0.00

594 Roof Slab Cum 85.93 30902.34 2655283.19 0.00

595 Seventh Floor 0.00 0.00

596 Column Cum 33.15 41687.08 1381801.49 0.00

597 Staircase Cum 47.10 41495.69 1954447.06 0.00

598 Lintel Cum 13.09 38654.12 505982.45 0.00

599 Chhaja Sqm 15.84 3610.16 57184.98 0.00

600 Roof Beam Cum 56.59 50235.94 2842681.01 0.00

601 Roof Slab Cum 85.93 35884.43 3083369.25 0.00

602 Terrace Floor 0.00 0.00

603 Column Cum 7.59 48813.58 370495.07 0.00

604 Lintel Cum 1.36 45174.03 61527.03 0.00

605 Chhaja Sqm 5.76 4253.49 24500.09 0.00

606 Roof Beam Cum 9.29 59072.22 548981.73 0.00

607 Roof Slab Cum 11.20 41850.35 468556.54 0.00

608 9 Reinforcement 0.00 0.00

Supplying Cutting, straightening coiled or bent up

M.S. Rod or tor steel of primary steel producers

such as SAIL / Tiscon / RINL / JINDAL STEEL /

SHYAM STEEL (grade Fe-500D) etc. including

bending, binding, welding and jointing 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 required for the work for bending, binding

and tying the grills in all floors with labour cess

etc. (payment will be made on standard weight of

B.I.S. for M.S. Rods or tor steel only) etc.

complete as per specification & direction of

Engineer-in-charge.

610 Foundation and plinth qtl 434.50 10837.89 4709061.90 0.00

611 Stilt Floor qtl 307.72 10837.89 3335034.59 0.00

612 First Floor qtl 311.90 10868.14 3389773.55 0.00

613 Second Floor qtl 311.89 10899.92 3399575.92 0.00

614 Third Floor qtl 311.89 10933.25 3409972.78 0.00

615 Fourth Floor qtl 311.90 10968.28 3421005.60 0.00

616 Fifth Floor qtl 311.90 11005.05 3432473.79 0.00

617 Sixth Floor qtl 311.90 11043.64 3444512.44 0.00

618 Seventh Floor qtl 311.90 11084.19 3457158.36 0.00

619 Terrace Floor qtl 209.40 11126.76 2329950.14 0.00

620 10 FLY ASH BRICK(1:6) 0.00 0.00

Fly Ash brick masonry in cement mortar (1:6) in

super structure using Fly Ash bricks of 25 x 12 x 8

cm size having a crushing strength of not less than

75 kg./sqcm with dimensional tolerance ± 2%

including splays cutting circular moulding

chamfering and corbelling and similar such type of

621 works with all necessary projections watering and 0.00 0.00

curing after immersing the bricks in water at least

for six hours before use including cost,

conveyance, royalties and taxes of all materials

with all labour,labour cess and T & P required for

the work complete in all respect as per direction of

Engineer-in-Charge.

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

622 Stilt Floor cum 70.12 5600.47 392704.87 0.00

623 First Floor cum 193.69 5939.94 1150507.56 0.00

624 Second Floor cum 193.69 6330.32 1226120.15 0.00

625 Third Floor cum 193.69 6779.28 1313078.16 0.00

626 Fourth Floor cum 193.69 7295.55 1413075.20 0.00

627 Fifth Floor cum 193.69 7889.27 1528072.24 0.00

628 Sixth Floor cum 192.25 8572.04 1647974.54 0.00

629 Seventh Floor cum 193.69 9357.25 1812405.09 0.00

630 Terrace Floor cum 94.39 10260.22 968461.98 0.00

631 11 FLY ASH BRICK(1:4) 0.00 0.00

Providing Fly ash bricks masonry work using

(250mmx125mmx80mm size) having crushing

strength not less than 75Kg/Sqcm in cement

mortar (1:4). Immersing the bricks in water

before use in all necessary projection splays

632 cutting, circular moulding, corbelling etc. Including 0.00 0.00

cost of conveyance ,taxes & royalties, loading and

unloading of all materials & cost of all labour,

scaffolding ,watering & curing ,sundries, T & P etc.

complete as per the direction of Engineer-in-

charge .

633 Stilt Floor cum 2.87 5830.62 16733.87 0.00

634 First Floor cum 10.40 6170.09 64168.94 0.00

635 Second Floor cum 10.40 6560.47 68228.88 0.00

636 Third Floor cum 10.40 7009.42 72898.01 0.00

637 Fourth Floor cum 10.40 7525.70 78267.26 0.00

638 Fifth Floor cum 10.40 8119.41 84441.91 0.00

639 Sixth Floor cum 10.40 8802.19 91542.74 0.00

640 Seventh Floor cum 10.40 9587.39 99708.90 0.00

641 12 16 mm Plastering 0.00 0.00

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

642 of corners, providing grooves where ever 0.00 0.00

necessary with cost, conveyance, royalties 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.

643 Stilt Floor sqm 11259.25 245.69 2766260.36 0.00

644 First Floor sqm 850.68 251.94 214321.85 0.00

645 Second Floor sqm 850.68 258.38 219802.61 0.00

646 Third Floor sqm 850.68 265.03 225454.02 0.00

647 Fourth Floor sqm 850.68 271.90 231296.15 0.00

648 Fifth Floor sqm 850.68 278.96 237308.93 0.00

649 Sixth Floor sqm 850.68 286.23 243492.35 0.00

650 Seventh Floor sqm 850.68 293.71 249856.46 0.00

651 Terrace Floor sqm 517.37 301.41 155938.54 0.00

652 13 12 mm Plastering 0.00 0.00

Providing 12 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

653 of corners, providing grooves where ever 0.00 0.00

necessary with cost, conveyance, royalties 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.

654 Stilt Floor sqm 338.85 170.88 57901.26 0.00

655 First Floor sqm 1972.32 175.09 345330.35 0.00

656 Second Floor sqm 1972.32 179.43 353894.96 0.00

657 Third Floor sqm 1972.32 183.89 362692.29 0.00

658 Fourth Floor sqm 1972.32 188.48 371745.63 0.00

659 Fifth Floor sqm 1972.32 193.21 381078.26 0.00

660 Sixth Floor sqm 1972.32 198.10 390713.44 0.00

661 Seventh Floor sqm 1972.32 203.10 400581.35 0.00

662 Terrace Floor sqm 243.47 208.26 50704.62 0.00

663 14 6 mm Plastering 0.00 0.00

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 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.

665 Stilt Floor sqm 781.52 169.07 132131.05 0.00

666 First Floor sqm 810.48 173.28 140442.41 0.00

667 Second Floor sqm 810.48 177.63 143961.83 0.00

668 Third Floor sqm 810.48 182.09 147576.90 0.00

669 Fourth Floor sqm 810.48 186.68 151297.16 0.00

670 Fifth Floor sqm 810.48 191.41 155132.19 0.00

671 Sixth Floor sqm 810.48 196.29 159091.55 0.00

672 Seventh Floor sqm 810.48 201.30 163146.54 0.00

673 Terrace Floor sqm 128.60 206.45 26549.83 0.00

674 15 Water Proofing 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Providing and installing two component acrylic

modified cementitious waterproofing coating with

Nerolac-Perma Guard 2K / Equivalent with

Nerolac-Perma Fibremesh AR 45 GSM over roof

slab after carring out pond test on roof slab filling

all defects. Saturating the surface mixing the

products and then application in 1.0 mm thickness

(2.0 kg/sqm coverage rate for 1.0mm thickness)

in suitable layers complete in all respect all

material, tools, plant & labour complete in all

respect. Density 1750kg/m3, mix ratio (Powder to

liquid ) 2.1 by weight.

676 Terrace sqm 816.67 548.23 0.00 447721.36

677 16 Grading Plaster 0.00 0.00

Providing 2.5cm thick Grading Concrete over roof

slab with cement concrete (1:2:2) using 6mm size

black hard granite crusher broken chips and

screened & washed sharp sand for mortar and

finished smooth to the rough surface of slab

including watering and curing with cost,

conveyance, royalties of all materials with cost of

all labour, labour cess and T&P required for the

work etc. complete in all respect as directed by

the Engineer in charge.

679 Terrace sqm 816.67 851.16 695114.88 0.00

680 17 Vitrified Floor Tiles 0.00 0.00

Providing, fitting, fixing Glazed vitrified tiles of

premium grade having thickness 8mm to 10mm

confirming to IS 15622:2017 GROUP B1A of size

600mm x 600mm MAGICAL STATUARIO/KIFA

BIANCO of approved make (JOHNSON/ SOMANY/

KAJARIA or equivalent) as directed by Engineer-in-

681 charge in dados skirting and risers of steps on 0.00 0.00

12mm thick cement plaster (1:3) jointed with neat

cement slurry mixed with pigment to match the

shades of the tiles including rubbing and polishing

etc. complete with cost, conveyance, royalties of

all materials all labour, labour cess complete in all

respects.

682 Stilt Floor sqm 31.92 1317.27 0.00 42047.24

683 First Floor sqm 501.70 1329.69 0.00 667107.88

684 Second Floor sqm 501.71 1342.75 0.00 673668.89

685 Third Floor sqm 501.71 1356.46 0.00 680548.14

686 Fourth Floor sqm 501.71 1370.85 0.00 687770.76

687 Fifth Floor sqm 501.71 1385.98 0.00 695360.43

688 Sixth Floor sqm 501.71 1401.85 0.00 703323.07

689 Seventh Floor sqm 501.71 1418.51 0.00 711682.36

690 18 Vitrified Floor Skirting 0.00 0.00

Providing, fitting, fixing Glazed vitrified tiles of

premium grade having thickness 8mm to 10mm

confirming to IS 15622:2017 GROUP B1A of size

600mm x 600mm MAGICAL STATUARIO/KIFA

BIANCO of approved make (JOHNSON/SOMANY/

KAJARIA or equivalent ) as directed by Engineer-

691 in-charge in dados skirting and risers of steps on 0.00 0.00

12mm thick cement plaster (1:3) jointed with neat

cement slurry mixed with pigment to match the

shades of the tiles including rubbing and polishing

etc. complete with cost, conveyance, royalties of

all materials all labour,labour cess complete in all

respects.

692 Stilt Floor sqm 4.92 1441.16 0.00 7090.50

693 First Floor sqm 93.15 1459.86 0.00 135986.01

694 Second Floor sqm 93.15 1479.48 0.00 137813.93

695 Third Floor sqm 93.15 1500.11 0.00 139735.28

696 Fourth Floor sqm 93.15 1521.78 0.00 141753.36

697 Fifth Floor sqm 93.15 1544.50 0.00 143870.36

698 Sixth Floor sqm 93.15 1568.39 0.00 146095.08

699 Seventh Floor sqm 93.15 1593.45 0.00 148429.72

700 Industrial vetrified tiles 0.00 0.00

Supplying, fitting and fixing vetrified Industrial

tiles IS 15622:2017 group B1a, Breaking strength

>5500N, MOR >38N/mm2, (30x30)cm,15mm

thickness, GREY PLUS in dados of approved make

(JOHNSON/SOMANY/KAJARIAor equivalent) laid

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

3 course sand) and filling joints with slurry

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

etc. required for the work all completed as per

direction of the Engineer in charge.

702 Stilt Floor sqm 874.27 2279.38 0.00 1992795.65

703 20 Granite Flooring 0.00 0.00

Fixing granite tiles of approved dimension area

above 0.4 sqm (20mm thick) in floor, treads of

steps and landing on 20mm thick bed of cement

mortar (1:4) jointed with neat cement slurry

704 mixed with pigment to match the shades of the 0.00 0.00

tiles including rubbing and polishing etc. complete

with cost, conveyance, royalties of all materials

complete in all respects as per direction of

Engineer-in-Charge.

705 Stilt Floor sqm 124.65 3219.24 0.00 401278.34

706 First Floor sqm 124.59 3231.67 0.00 402633.27

707 Second Floor sqm 124.65 3244.72 0.00 404453.95

708 Third Floor sqm 124.65 3258.43 0.00 406163.10

709 Fourth Floor sqm 124.65 3272.82 0.00 407957.56

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

710 Fifth Floor sqm 124.65 3287.95 0.00 409843.22

711 Sixth Floor sqm 124.65 3303.82 0.00 411821.54

712 Seventh Floor sqm 124.65 3320.48 0.00 413898.41

713 21 Granite Skirting 0.00 0.00

Fixing granite tiles of approved dimension area

above 0.4 sqm (20mm thick) in Dados, treads of

steps and landing on 12mm thick cement mortar

(1:3) jointed with neat cement slurry mixed with

714 pigment to match the shades of the tiles including 0.00 0.00

rubbing and polishing etc. complete with cost,

conveyance, royalties and taxes of all materials

complete in all respects as per direction of

Engineer-in-Charge.

715 Stilt Floor sqm 11.46 3342.59 0.00 38306.04

716 First Floor sqm 11.55 3361.29 0.00 38822.89

717 Second Floor sqm 11.55 3380.91 0.00 39049.54

718 Third Floor sqm 11.55 3401.54 0.00 39287.77

719 Fourth Floor sqm 11.55 3423.20 0.00 39538.00

720 Fifth Floor sqm 11.55 3445.93 0.00 39800.50

721 Sixth Floor sqm 11.55 3469.81 0.00 40076.35

722 Seventh Floor sqm 11.55 3494.88 0.00 40365.83

723 22 TOILET FLOOR TILE 0.00 0.00

Supplying of Antiskid Ceramic Floor Tiles in

flooring using special plain / printed series

Ceramic Floor Tile of premium grade ( having

minimum thickness 7 mm to 8 mm & size 300 mm

x 300 mm, confirming to I.S 13755 of approved

quality and shade of approved make

(JOHNSON/SOMANY/ KAJARIA or equivalent ) as

directed by Engineer-in-charge in floors, treads on

724 steps and landings on 20 m.m thick bed of cement 0.00 0.00

mortar of mix (1:4) laid in proper slope and

gradient with screened & washed sharp river sand

for mortar and fixing with neat white cement

slurry,grouting the joints with neat white cement

slurry mixed with required quantities of pigments

(Tiles are to be immersed in the water for required

time before use) of approved make to match the

shades of the Ceramic Floor Tiles

725 Stilt Floor sqm 5.82 1170.35 0.00 6811.42

726 First Floor sqm 47.52 1182.77 0.00 56205.37

727 Second Floor sqm 47.52 1195.82 0.00 56825.55

728 Third Floor sqm 47.52 1209.54 0.00 57477.12

729 Fourth Floor sqm 47.52 1223.93 0.00 58161.22

730 Fifth Floor sqm 47.52 1239.06 0.00 58880.08

731 Sixth Floor sqm 47.52 1254.93 0.00 59634.27

732 Seventh Floor sqm 47.52 1271.59 0.00 60426.03

733 23 TOILET TILE DADO 0.00 0.00

Supplying of 300 x 600 special plain/printed series

Ceramic wall tiles of premium grade having

thickness 6.5mm to 6.7mm confirming to IS

13753 of approved make (JOHNSON/SOMANY/

KAJARIA or equivalent ) as directed by Engineer-

734 in-charge in dados on 12mm thick cement plaster 0.00 0.00

(1:3) jointed with neat cement slurry mixed with

pigment to match the shades of the tiles including

rubbing and polishing etc. complete with cost,

conveyance, royalties of all materials all

labour,labour cess complete in all respects.

735 Stilt Floor sqm 19.90 1426.41 0.00 28385.51

736 First Floor sqm 204.12 1445.11 0.00 294975.98

737 Second Floor sqm 204.12 1464.73 0.00 298981.50

738 Third Floor sqm 204.12 1485.36 0.00 303191.76

739 Fourth Floor sqm 204.12 1507.03 0.00 307613.98

740 Fifth Floor sqm 204.12 1529.75 0.00 312252.98

741 Sixth Floor sqm 204.12 1553.64 0.00 317128.02

742 Seventh Floor sqm 204.12 1578.70 0.00 322243.92

743 24 Fire Door 0.00 0.00

Providing and fixing of NAVAIR make insulated fire

rated GI Sheet doors conforming to FD 120-I 30

classification of IS 3614 :2021 with fire rating of

120 minutes integrity and 30 minutes insulation.

The factory manufactured door frame and shutter

assembly shall be made out of minimum 1.20 mm

thick GI Sheet with minimum 120 GSM coating as

per IS: 277.

Door and frame should be finished with powder

coating in standard RAL shade finish having DFT of

minimum 30 microns. The door should carry a

minimum 500 Hrs of salt spray test. All

744 accressesories like hardware, vision panel, fire & 0.00 0.00

smoke seal etc to be supplied by Fire door

manufacturer only as per the guidelines laid down

in IS 3614:2021.Every door must carry a label

confirming to type of door & its fire rating.

The door must carry a 5years valid test evidence

from CBRI-Roorkee / NTH-Kolkata/ NABL

accrediated lab which operates in accordance with

ISO/IEC 17025.

The Door frame shall be single rebate grooved

profile of size minimum 100mm x 57mm made out

of 1.20mm (18gauge) minimum thick galvanized

steel sheet. Frames shall be butt / mitered joint

and field assembeled with bolting system. Frames

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Door leaf should be minimum 46mm thick fully

flush double skin door. Door leaf must be

manufactured from 1.2mm(18gauge) thick

galvanised steel sheet. The infill material shall be

mineral wool of minimum density 48 kg/cum. All

doors shall be factory prepped for receiving

appropriate hardware and provided with necessary

reinforcement for hinges, locks, and door closers.

The edges should be interlocked with a bending

radius of 1.4mm. For double leaf doors integrated

astragals has to be provided on the meeting stile

for both active and inactive leaf.

745 The shutters shall be mounted to the frame with 0.00 0.00

SS 304 grade ball bearing type hinges of size 100x

75x3 mm alongwith all suitable hardware(Payable

in extra item).

Vision lite size 200x300 mm or 150 x 400mm(max

area 0.06sqm) wherever applicable should be

provided with single layered clear fire rated glass

panes as per guidelines laid down under IS 3614 :

2021 vide clause no. 7.2.7 table no. 2 with a

clipon arrangement.The glass will be provided with

fire rated ceramic tape of min.2 mm thickness

with min.15mm width alround on either face.

Every Glass pane must carry a permanent marking

of its glass manufacturer.

746 Stilt Floor sqm 8.82 23951.13 0.00 211248.99

747 First Floor sqm 8.82 23951.13 0.00 211248.99

748 Second Floor sqm 8.82 23951.13 0.00 211248.99

749 Third Floor sqm 8.82 23951.13 0.00 211248.99

750 Fourth Floor sqm 8.82 23951.13 0.00 211248.99

751 Fifth Floor sqm 8.82 23951.13 0.00 211248.99

752 Sixth Floor sqm 8.82 23951.13 0.00 211248.99

753 Seventh Floor sqm 8.82 23951.13 0.00 211248.99

754 Terrace Floor sqm 8.82 23951.13 0.00 211248.99

755 25 Flush Door Frame 0.00 0.00

Supplying, fitting and fixing in position well

seasoned & dressed Sal wood choukhats in doors

free from defects such as dead knots, flows etc.

in all floors including two coats of termite proof

wood preservatives to Rear surface of frames

which is in contact with concrete and masonry

surface fitted with 6 nos. of W.I. Clamps and

required screws of approved quality including

cutting legs to sizes, cutting holes in walls, fixing

in CC 1:2:4 including cost, conveyance, royalties

and taxes of all materials and cost of all labour,

sundries, T & P etc. required for the workall

complete as per the directions of Engineer -in-

charge.

757 Stilt Floor sqm 10.60 862.56 9143.10 0.00

758 First Floor sqm 165.00 862.56 142321.81 0.00

759 Second Floor sqm 165.00 862.56 142321.81 0.00

760 Third Floor sqm 165.00 862.56 142321.81 0.00

761 Fourth Floor sqm 165.00 862.56 142321.81 0.00

762 Fifth Floor sqm 165.00 862.56 142321.81 0.00

763 Sixth Floor sqm 165.00 862.56 142321.81 0.00

764 Seventh Floor sqm 165.00 862.56 142321.81 0.00

765 26 Flush Door Shutter 0.00 0.00

Factory made single leaf Solid WPC (Wood

polymer) composite door shutter of 25mm

thickcompacted with wood grain finish structural

foam panel of 29mm thickness and a density of

20kg/cu.mtr shall be used as core material for

fitting the metal fittings such as tower bolts,

aldrops, handles etc shall be provided. A structural

adhesive compatible with (EPS) foam shall be used

for bending the core material, The material and

766 process for manufacturing the door shutters shall 0.00 0.00

conform to RV-TIFAC composites Design Centre's

standards and specifications and the door shutters

Conforming to relevant I.S.specification. The finish

of door shutter will be plain colour white/ Ivory/

Beige/ Light grey/ Mahogany/ Teak wood or any

other colour using high quality pigments. Three

heavy whight mild steel butt hinges type-I(ISI

marked) size 100mm are to be fitted on one side

of shutter.

767 Stilt Floor sqm 4.62 4146.52 0.00 19156.92

768 First Floor sqm 64.26 4146.52 0.00 266455.38

769 Second Floor sqm 64.26 4146.52 0.00 266455.38

770 Third Floor sqm 64.26 4146.52 0.00 266455.38

771 Fourth Floor sqm 64.26 4146.52 0.00 266455.38

772 Fifth Floor sqm 64.26 4146.52 0.00 266455.38

773 Sixth Floor sqm 64.26 4146.52 0.00 266455.38

774 Seventh Floor sqm 64.26 4146.52 0.00 266455.38

775 27 Flush Door Hardware Components 0.00 0.00

776 Stilt Floor each 2.00 2572.40 0.00 5144.80

777 First Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

778 First Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

779 Second Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

780 Second Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

781 Third Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

782 Third Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

783 Fourth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

784 Fourth Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

785 Fifth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

786 Fifth Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

787 Sixth Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

788 Sixth Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

789 Seventh Floor(Main Entrance Door) each 4.00 2773.00 0.00 11092.00

790 Seventh Floor(Interior Door) each 28.00 2572.40 0.00 72027.20

791 28 WPC Door Frame 0.00 0.00

Factory made Solid WPC door frame of size

95mmx55mm fabricated .The door frame consist

of four segments which are provided with plug-in-

socket arrangement in-situ in the mould. The

segments are plugged in and are joined together

by means of screw. The WPC frame shall be

provided with The material and process for

manufacturing the

door frames shall conform to Relavent

I.S.specification. The finish of door frame will be

plain colour white/ Ivory/ Beige/ Light grey/

Golden brown/Mahogany/ Tea wood/sand stone/

hampagne/ Pastel blue or any other colour using

high quality pigments complete in all respect as

per specification and direction of the Engineer in

charge.

793 Stilt Floor sqm 9.90 1314.87 0.00 13017.25

794 First Floor sqm 59.40 1314.87 0.00 78103.52

795 Second Floor sqm 59.40 1314.87 0.00 78103.52

796 Third Floor sqm 59.40 1314.87 0.00 78103.52

797 Fourth Floor sqm 59.40 1314.87 0.00 78103.52

798 Fifth Floor sqm 59.40 1314.87 0.00 78103.52

799 Sixth Floor sqm 59.40 1314.87 0.00 78103.52

800 Seventh Floor sqm 59.40 1314.87 0.00 78103.52

801 29 WPC Door Shutter 0.00 0.00

Factory made single leaf Solid WPC (Wood

polymer) composite door shutter of 25mm thick

compacted with wood grain finish structural foam

panel of 29mm thickness and a density of

20kg/cu.mtr shall be used as core material for

fitting the metal fittings such as tower bolts,

aldrops, handles etc shall be provided. A structural

adhesive compatible with (EPS) foam shall be used

for bending the core material, The material and

802 process for manufacturing the door shutters shall 0.00 0.00

conform to RV-TIFAC composites Design Centre's

standards and specifications and the door shutters

Conforming to relevant I.S.specification. The finish

of door shutter will be plain colour white/ Ivory/

Beige/ Light grey/ Mahogany/ Teak wood or any

other colour using high quality pigments. Three

heavy whight mild steel butt hinges type-I(ISI

marked) size 100mm are to be fitted on one side

of shutter.

803 Stilt Floor sqm 3.15 4048.11 0.00 12751.54

804 First Floor sqm 18.90 4048.11 0.00 76509.24

805 Second Floor sqm 18.90 4048.11 0.00 76509.24

806 Third Floor sqm 18.90 4048.11 0.00 76509.24

807 Fourth Floor sqm 18.90 4048.11 0.00 76509.24

808 Fifth Floor sqm 18.90 4048.11 0.00 76509.24

809 Sixth Floor sqm 18.90 4048.11 0.00 76509.24

810 Seventh Floor sqm 18.90 4048.11 0.00 76509.24

811 30 WPC Door Hardware Components 0.00 0.00

812 Stilt Floor each 2.00 814.20 0.00 1628.40

813 First Floor each 12.00 814.20 0.00 9770.40

814 Second Floor each 12.00 814.20 0.00 9770.40

815 Third Floor each 12.00 814.20 0.00 9770.40

816 Fourth Floor each 12.00 814.20 0.00 9770.40

817 Fifth Floor each 12.00 814.20 0.00 9770.40

818 Sixth Floor each 12.00 814.20 0.00 9770.40

819 Seventh Floor each 12.00 814.20 0.00 9770.40

820 25 M.S.Doors 0.00 0.00

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

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

821 materials, priming,and labour for fitting fixing 0.00 0.00

etc.complete as per the instruction of Engineer-in-

Charge.

822 Stilt Floor kg 972.00 116.63 113365.53 0.00

823 First Floor kg 972.00 116.63 113365.53 0.00

824 Second Floor kg 972.00 116.63 113365.53 0.00

825 Third Floor kg 972.00 116.63 113365.53 0.00

826 Fourth Floor kg 972.00 116.63 113365.53 0.00

827 Fifth Floor kg 972.00 116.63 113365.53 0.00

828 Sixth Floor kg 972.00 116.63 113365.53 0.00

829 Seventh Floor kg 972.00 116.63 113365.53 0.00

830 Terrace Floor kg 403.20 116.63 47025.70 0.00

831 26 UPVC WINDOWS 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Supplying and fixing-Fixing of Un-plasticised poly

vinyl chloride (UPVC) (FENESTA/NCL VEKA LTD.)

Two Track -Two Panel sliding window-60-Series

duly manufactured using UPVC reinforced profiles

of 108mm x 45mm x 2.5mm for outer frames and

window sash of 39mm x 58mm x 2.5mm capable

of mounting single glazing system, structurally

reinforced with hot dip galvanised up to 50

microns of minimum thickness of 1.5 mm

prefabricated & welded through fusion welding the

window frame sash shall be fitted with 6mm thick

clear glass os SAINT-GOBAIN make duly fixed with

EPDM weathering seal resistant and the system is

to be installed using Reinforced large coupler at

the site using anchor fasteners, silicon rubber

sealant,easy glazing/deglazing at site etc.

including cost and conveyance of all material,

accessories, labour charges, materials and product

conforming to ASTM D 638-14,EN-447-95 and

other applicable codes and

standards.

833 Stilt Floor sqm 2.43 8579.66 0.00 20848.58

834 First Floor sqm 64.80 8579.66 0.00 555962.10

835 Second Floor sqm 64.80 8579.66 0.00 555962.10

836 Third Floor sqm 64.80 8579.66 0.00 555962.10

837 Fourth Floor sqm 64.80 8579.66 0.00 555962.10

838 Fifth Floor sqm 64.80 8579.66 0.00 555962.10

839 Sixth Floor sqm 64.80 8579.66 0.00 555962.10

840 Seventh Floor sqm 64.80 8579.66 0.00 555962.10

841 27 UPVC VENTILATORS 0.00 0.00

Supplying and fixing-Fixing of Un-plasticised poly

vinyl chloride (UPVC) (FENESTA/NCL VEKA LTD.)

Ventilators Top Hung-60-Series duly manufactured

using UPVC reinforced profiles of 60mm x 50mm x

2.5mm for outer frames, 75mm for outer frames.

75mm x 60mm x 2.5mm for casement window

sash profile capable of mounting single glazing

system, structurally reinforced with hhot dip

galvanised up to 50 microns of minimum thickness

of 1.5 mm prefabricated & welded through fusion

842 welding the window sash shall be fitted with EPDM 0.00 0.00

weathering seal resistant accessories like clipping

locking

system made of aluminium 1 No. per set of sashes

and th esystem isto be installed at the site using

anchor fasteners, silicon rubber sealant,easy

glazing/deglazing at site etc. including cost and

conveyance of all material, accessories, labour

charges, materials and product conforming to

ASTM D 638-14,EN-447-95 and other applicable

codes and

standards.

843 Stilt Floor sqm 1.20 10620.00 0.00 12744.00

844 First Floor sqm 4.32 10620.00 0.00 45878.40

845 Second Floor sqm 4.32 10620.00 0.00 45878.40

846 Third Floor sqm 4.32 10620.00 0.00 45878.40

847 Fourth Floor sqm 4.32 10620.00 0.00 45878.40

848 Fifth Floor sqm 4.32 10620.00 0.00 45878.40

849 Sixth Floor sqm 4.32 10620.00 0.00 45878.40

850 Seventh Floor sqm 4.32 10620.00 0.00 45878.40

851 Terrace Floor sqm 4.32 10620.00 0.00 45878.40

852 28 M.S.Grill 0.00 0.00

Supplying, fitting & fixing in all floors of M.S. grills,

grill gates, M.S. gates, garage door, collapsible

gates with top and bottom rails, steel windows,

critical frames for windows, stair case and parapet

railing made out of M.S Square bar/ flat including

stair case hand railing with 40mm. dia G.I.pipe

etc. including painting two coats over a coat of

redoxide primer as per approved drawing and

design with cost of all materials & labour, labour

cess, T&P, sundries etc. complete in all respect as

per specification & direction of the Engineer-in-

Charge.

854 Stilt Floor kg 65.61 116.63 7652.17 0.00

855 First Floor kg 1749.60 116.63 204057.95 0.00

856 Second Floor kg 1749.60 116.63 204057.95 0.00

857 Third Floor kg 1749.60 116.63 204057.95 0.00

858 Fourth Floor kg 1749.60 116.63 204057.95 0.00

859 Fifth Floor kg 1749.60 116.63 204057.95 0.00

860 Sixth Floor kg 1749.60 116.63 204057.95 0.00

861 Seventh Floor kg 1749.60 116.63 204057.95 0.00

862 29 S.S. RAILING 0.00 0.00

Supplying, fitting and fixing of Stainless steel of

304 grade in hand railing 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

863 in 3 rows in stair case as per approved design and 0.00 0.00

specification, buffing, polishing etc with cost,

conveyance, taxes of all materials, cost of all

labour,labour cess, T&P etc. required for the work

complete in all respect as per direction of the

Engineer-in-charge.

864 Stilt Floor kg 65.20 396.22 25833.57 0.00

865 First Floor kg 356.32 396.22 141181.25 0.00

866 Second Floor kg 356.32 396.22 141181.25 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

867 Third Floor kg 356.32 396.22 141181.25 0.00

868 Fourth Floor kg 356.32 396.22 141181.25 0.00

869 Fifth Floor kg 356.32 396.22 141181.25 0.00

870 Sixth Floor kg 356.32 396.22 141181.25 0.00

871 Seventh Floor kg 356.32 396.22 141181.25 0.00

872 10MM Clear Toughned Glass 0.00 0.00

Supplying & fixing of 10MM clear toughned glass

at balcony area consist of S.S. 304 grade 40mm X

40mm X1.5mm thick vertical baluster of GTS

make Modular Glass Railing with One no. of 50

mm dia 1.5mm thick SS 304 grade handrail on the

top of the railing.This rate is including of all

materials,10 mm thk clear toughned glass of St.

Gobain/Eqvt. make and labour charges.

874 First Floor rmt 27.60 3009.00 0.00 83048.40

875 Second Floor rmt 27.60 3009.00 0.00 83048.40

876 Third Floor rmt 27.60 3009.00 0.00 83048.40

877 Fourth Floor rmt 27.60 3009.00 0.00 83048.40

878 Fifth Floor rmt 27.60 3009.00 0.00 83048.40

879 Sixth Floor rmt 27.60 3009.00 0.00 83048.40

880 Seventh Floor rmt 27.60 3009.00 0.00 83048.40

881 31 Primer on iron work 0.00 0.00

Painting two coats to new Iron work with approved

enamel paints of approved colour, shade over a

coat of primer including sand papering, polishing

882 the surface, cost, conveyances, taxes of all 0.00 0.00

materials and cost of all labour,labour cess with

T&P etc, complete as per specification & direction

of Engineer-in-charge.

883 Stilt Floor sqm 2.43 81.79 198.74 0.00

884 First Floor sqm 64.80 83.64 5419.77 0.00

885 Second Floor sqm 64.80 85.57 5545.17 0.00

886 Third Floor sqm 64.80 87.56 5673.63 0.00

887 Fourth Floor sqm 64.80 89.59 5805.15 0.00

888 Fifth Floor sqm 64.80 91.66 5939.72 0.00

889 Sixth Floor sqm 64.80 93.82 6079.65 0.00

890 Seventh Floor sqm 64.80 96.04 6223.40 0.00

891 32 Synthetic Enamel Paint 0.00 0.00

Painting two coat with approved synthetic enamel

paint to new wood over a coat of Red oxide primer

including cost, conveyances, royalties, taxes of all

materials and cost of all labour with T&P required

for the work etc. complete as per specification &

direction of Engineer in charge.

893 Stilt Floor sqm 2.43 179.58 436.39 0.00

894 First Floor sqm 64.80 184.00 11923.03 0.00

895 Second Floor sqm 64.80 188.55 12218.18 0.00

896 Third Floor sqm 64.80 193.25 12522.51 0.00

897 Fourth Floor sqm 64.80 198.06 12834.48 0.00

898 Fifth Floor sqm 64.80 203.02 13155.63 0.00

899 Sixth Floor sqm 64.80 208.13 13486.72 0.00

900 Seventh Floor sqm 64.80 213.40 13828.51 0.00

901 33 Weather coat 0.00 0.00

Wall painting two coats with Weather coat paint

(1st quality) exterior grade of approved make &

approved shade over a coat of primer to make an

even finished surface in all floors and heights with

902 all scaffolding and staging charges including cost, 0.00 0.00

conveyance, cost of all labours, T & P, sundries

etc. as required for the work complete in all

respect as per the direction of the Engineer-in-

Charge.

903 Stilt Floor sqm 11259.25 99.93 1125184.14 0.00

904 First Floor sqm 850.68 103.27 87852.79 0.00

905 Second Floor sqm 850.68 106.78 90834.08 0.00

906 Third Floor sqm 850.68 110.46 93965.94 0.00

907 Fourth Floor sqm 850.68 114.33 97258.41 0.00

908 Fifth Floor sqm 850.68 118.39 100711.49 0.00

909 Sixth Floor sqm 850.68 122.66 104345.26 0.00

910 Seventh Floor sqm 850.68 127.16 108169.75 0.00

911 Terrace Floor sqm 517.37 131.87 68222.73 0.00

912 34 Primer Outside Walls 0.00 0.00

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, cost of all

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

direction of the Engineer-in-charge.

914 Stilt Floor sqm 11259.25 79.63 896533.54 0.00

915 First Floor sqm 850.68 82.73 70376.59 0.00

916 Second Floor sqm 850.68 85.99 73147.08 0.00

917 Third Floor sqm 850.68 89.41 76058.11 0.00

918 Fourth Floor sqm 850.68 93.00 79109.67 0.00

919 Fifth Floor sqm 850.68 96.76 82311.80 0.00

920 Sixth Floor sqm 850.68 100.71 85674.53 0.00

921 Seventh Floor sqm 850.68 104.87 89207.92 0.00

922 Terrace Floor sqm 517.37 109.23 56513.45 0.00

923 35 Primer Inside Walls 0.00 0.00

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, cost of all

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

direction of the Engineer-in-charge.

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

925 Stilt Floor sqm 338.97 79.63 26990.96 0.00

926 First Floor sqm 2782.80 81.48 226739.76 0.00

927 Second Floor sqm 2782.80 83.41 232125.04 0.00

928 Third Floor sqm 2782.80 85.40 237641.66 0.00

929 Fourth Floor sqm 2782.80 87.43 243289.63 0.00

930 Fifth Floor sqm 2782.80 89.50 249068.95 0.00

931 Sixth Floor sqm 2782.80 91.66 255078.13 0.00

932 Seventh Floor sqm 2782.80 93.88 261251.49 0.00

933 Terrace Floor sqm 372.07 96.18 35786.36 0.00

934 36 Putty 0.00 0.00

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, 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.

936 Stilt Floor sqm 338.97 89.66 30390.83 0.00

937 First Floor sqm 2782.80 89.66 249495.83 0.00

938 Second Floor sqm 2782.80 89.66 249495.83 0.00

939 Third Floor sqm 2782.80 89.66 249495.83 0.00

940 Fourth Floor sqm 2782.80 89.66 249495.83 0.00

941 Fifth Floor sqm 2782.80 89.66 249495.83 0.00

942 Sixth Floor sqm 2782.80 89.66 249495.83 0.00

943 Seventh Floor sqm 2782.80 89.66 249495.83 0.00

944 Terrace Floor sqm 372.07 89.66 33358.46 0.00

945 37 Plastic emulsion paint 0.00 0.00

Painting two coats with plastic emulsion paint over

a coat of water bond cement primer 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, cost of all labour,labour

cess, T&P etc. complete as per the direction of the

Engineer-in-charge.

947 Stilt Floor sqm 338.97 97.09 32910.73 0.00

948 First Floor sqm 2782.80 99.10 275765.46 0.00

949 Second Floor sqm 2782.80 101.16 281511.94 0.00

950 Third Floor sqm 2782.80 103.30 287455.45 0.00

951 Fourth Floor sqm 2782.80 105.49 293563.14 0.00

952 Fifth Floor sqm 2782.80 107.75 299835.01 0.00

953 Sixth Floor sqm 2782.80 110.08 306336.75 0.00

954 Seventh Floor sqm 2782.80 112.48 313002.67 0.00

955 Terrace Floor sqm 372.07 114.96 42771.53 0.00

Providing and fixing of 6mm thick Suede Finish

Exterior Grade Compact Laminates (CLAD) made

up of 1300mm x 3050mm in size and

manufactured under EN438-2&3:2005 standard.

CLAD should be made with GLE Technology &

Double Layer UV Protection process under high

pressure, thermosetting Phenolic resign treated

Exclusive & Certified Exterior Grade Decorative

paper (UV Resistant) on both side with high grade

Kraft paper in between. Both the decorative and

Kraft paper to be made of Virgin Pulp. CLAD

should be resistance to water immersion

957 38 characteristic with permissible increase in 0.00 0.00

thickness and mass <0.60% and have density

>1.35G/cm3, UV resistance on Grey scale

measurement will be measured ≥ 4, with flame

retardant fulfilled the criteria of under EN13501-

1:2007 with classification of BS1D0 standard

property, Moisture resistant, Impact resistant,

Corroison free, Saltwater resistance, Termite

resistant, Scratch resistant, Weather and Climatic

Shock Resistant high pressure thermosetting

resign treated balanced compact laminates Clad.

(The manufacturer should provide 12 years

warranty certification on manufacturing and

moisture related defects. CLADS will be installed

Guns Shade designed of clad should be finalized

under direction of Engineer-in-charge.HPL Sheet

installation with inclusive 50*25*1.8 poweder

coated aluminiumtubeframe and hardware items

complete& cost of scaffolding, staging charges

with cost, conveyance, cost of all labour,labour

cess, T&P etc. complete as per the direction of the

Engineer-in-charge.

959 Stilt Floor sqm 251.72 9268.90 0.00 2333167.51

961 39 Structural Glazing 0.00 0.00

962 I. 6mm Saint Gobain ST 167 . sqm 68.28 6018.00 0.00 410909.04

Providing and supplying aluminium extruded

tubular and other aluminium sections as per the

architectural drawings and approved shop

drawings , the aluminium quality as per grade

6063 T5 or T6 as per BS 1474,including super

durable powder coating of 60-80 microns

conforming to AAMA 2604 of required colour and

shade as approved by the Engineer-in-Charge. (

The item includes cost of material such as cleats,

sleeves, screws etc. necessary for fabrication of

extruded aluminium frame work. Nothing extra

shall be paid on this account).

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

1. Performance Laboratory Test for Air Leakage

Test (-50pa to - 300pa) & (+50pa to +300pa) as

per ASTM E-283-04 testing method for a range of

testing limit 1 to 200 mVhr 2. Static Water

Penetration Test. (50pa to 1500p) as per ASTME-

331-09 testing method for a range up to 2000 ml.

3. Dynamic Water Penetration (50pa to 1500pa)

as per AAMA 501.01- 05 testing method for a

range upto 2000 ml 4. Structural Performance

964 III. sqm 68.28 3480.17 0.00 237626.28

Deflection and deformation by static air pressure

test (1.5 times design wind pressure without any

failure) as per ASTME-330-10 testing method for a

range upto 50 mm 5. Seismic Movement Test

(upto 30 mm) as per AAMA 501.4- 09 testing

method for Qualitative test, Tests to be conducted

on site. 6. Onsite Test for Water Leakage for a

pressure range 50 kpa to 240 kpa (35psi) upto

Earth work in all kinds of soil within 50m lead and

1.5m lift including rough dressing and breaking

966 1 clods to maximum 5cm. To 7cm. And laying in cum 1076.88 243.99 262747.08 0.00

layers not exceeding 0.3m in depth and as per

specification complete.

967 Up to (1.5m to 2m depth) cum 246.79 267.23 65950.83 0.00

968 2 Excavation 0.00 0.00 0.00

Cutting in disintegrated rock not requiring blasting

to be removed by pick axes and crow bars and

depositing materials within 50m initial lead and

969 1.5m initial lift including rough dressing as per cum 610.93 515.40 314876.11 0.00

direction and specification of the department

including stacking the useful materials separately

as ordered.

970 3 Sand Filling 0.00 0.00 0.00

Filling in foundation, trenches and plinth with river

sand, well watered and compacted in layers of 0.3

mtr, with top surface dressed and leveled to

proper gradient including cost of all materials,

conveyance, all taxes and royalties, loading and

unloading, including cost of all labour, sundries, T

& P etc. All complete as per directions of the

Engineer -in-charge.

Providing and laying plain cement concrete of

proportion (1:3:6) in foundation and floors using 4

cm. size black hard crusher broken granite stone

metal and screened and washed sharp sand for

mortar of approved quality and from approved

quarry including hoisting, lowering, laying

concrete, ramming, watering and curing etc.

complete to required levels laid in layers not

exceeding 15 cm. thick in each layer including

cost, conveyance, royalties of all materials and

cost of all labours,labour cess, T&P etc complete

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

974 5 BACK FILLING 0.00 0.00 0.00

Filling available excavated earth (excluding rock)

in trenches plinth sides of foundation etc. in layers

not exceeding 20 cm in depth , consolidating each

deposited layers by ramming and watering, lead

up to 50m and lift up to 1.5 mt etc. including cost

of all labour, sundries T & P etc complete in all

respect as per the direction of Engineer-In-

Charge.

976 6 Anti-termite Treatment 0.00 0.00 0.00

Supplying diluting and preparing chemical

emulsion like imidacloprid 30.5% SC or other

chemicals approved by central insecticides Board

or as directed by the manufacturer and spraying

the mixture uniformly by sprayer as per-

constructional Anti-termite Treatment confirming

to IS 6313 (PART-II) of approved make (Hi-

Solution Pest Control services / Rentokil PCI Pest

control service ) and creating a chemical barrier

under and around the column pits, wall tranches,

basement excavation top surface of plinth filling

juction of wall and floors along with external

perimeter of the building expansion joints.

surrounding the pipes and conduits etc. at the rate

of 7.5liter per sqm on vertical surface and 5.0 liter

per sqm on horizontal surfaces, 50% of the

emulsion to be filled in the holes made in trenches

at 150mm center to center (or as directed by the

manufacturer) including the cost of all materials.

cost of all labour, conveyance, loading, unloading,

T&P, Etc. all complete as per the direction of

Engineer-in-Charge.

978 7 FLY ASH BRICK 0.00 0.00 0.00

NAVNEET CHACHA

Date: 2024.02.05 18:20:47 IST

Abs. Head Non-Schedule Non-Schedule

Description of Item Unit Qnty. Schedule Rate Schedule Amount

Sr. Sl. Rate Amount

Fly Ash brick masonry in cement mortar (1:6) in

Substructure using Fly Ash bricks of 20 x 10x 8 cm

size having a crushing strength of not less than 75

kg./sqcm with dimensional tolerance ± 2%

including splays cutting circular moulding

chamfering and corbelling and similar such type of

979 works with all necessary projections watering and 0.00 0.00 0.00

curing after immersing the bricks in water at least

for six hours before use including cost,