Annual contract at unit rate for civil repair work, carpentry work at various University buildings in the University campus for the year 2026-27.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

EARTH WORK (EXECUTED WITH MECHANISED

EFFORTS/ MACHINARIES

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(D)

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(E)

Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

9 and disposing off the excavated stuff upto 50 Meter 1 cu.m 294.67

lead. (D) Soft rock not requiring Blasting

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

14 and disposing off the excavated stuff upto 50 Meter 1 cu.m 317.88

lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

16 stacking of useful materials and disposing of the 1 cu.m 21.64

excavated stuff upto 50 m lead.(A) Loose or soft soil

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

17 stacking of useful materials and disposing off the 1 cu.m 29.76

excavated stuff upto 50 m lead.(B) Dense or Hardsoil

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

18 stacking of useful materials and disposing of the 1 cu.m 38.42

excavated stuff upto 50 m lead.(C) Hard Murrum

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

19 stacking of useful materials and disposing off the 1 cu.m 38.42

excavated stuff upto 50 m lead.(D) Soft rock not require

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

excavated stuff upto 50 m lead.(E) Hard Rock

Add extra for Disposing off the excavated stuff of cu.m

above items for lead of (A) 50 m to 100 m

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Add extra for Disposing off the excavated stuff of cu.m

above items for lead of (B) 100 m to 200 m

Add extra for Disposing off the excavated stuff of

above items for lead of (C) 200 m to 300 m

Add extra for Disposing off the excavated stuff of

above items for lead of (D) 300 m to 400 m

Add extra for Disposing off the excavated stuff of

above items for lead of (E) 400 to 500 m

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each diposited

layer by ramming and watering.

Filling in plinth with sand under floors including

27 watering ramming, consolidating and dressing complete 1 cu.m 471.69

Providing and filling the plinth/ trench/ ground etc. with

selected yellow soil/ murrum brought from out sidewith

28 ncessary Royalty pass and laying in layers not exceeding 1 cu.m 296.29

20cms. in depth consolidating, watering cleaning the site

etc. complete as per instructions.

Filling in foundation and plinth with brick Bats Chhara in

29 layers of 20cm. thickness including watering, remming and 1 cu.m 615.57

consolidating etc. complete.

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

30 excavated soil as directed within a lead of 50 Meter for 1 Each 1115.42

following diameter of pipes.(i)200 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

31 excavated soil as directed within a lead of 50 Meter for 1 Each 1335.62

following diameter of pipes.(ii) 250 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

32 excavated soil as directed within a lead of 50 Meter for 1 Each 1561.19

following diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under

33 reamed piles of following Diameter.(i)200 mm 1 Each 445.21

Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.(ii)250 mm

Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.(iii)300 mm

Add to or deduct from the rate for Bore Holes of 3.5 m

36 Depth, if bore holes are made deeper or shallower than 1 Each 373.97

3.5M. for Piles of following diameter.(i) 200 mm

Add to or deduct from the rate for Bore Holes of 3.5 m

37 Depth, if bore holes are made deeper or shallower than 1 Each 498.63

3.5M. for Piles of following diameter.(ii)250 mm

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Add to or deduct from the rate for Bore Holes of 3.5 m

38 Depth, if bore holes are made deeper or shallower than 1 Each 557.99

3.5M. for Piles of following diameter.(iii)300 mm

EARTH WORK (EXECUTED WITH MANUAL

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(C)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(D)

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(E)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

47 and disposing off the excavated stuff upto 50 Meter 1 cu.m 542.27

lead. (D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

52 and disposing off the excavated stuff upto 50 Meter 1 cu.m 585.12

lead.(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

CONCRETE WORK 0.00

Providing and laying in foundation and plinth / under

floors lime concrete with hand broken stone aggregates

54 40mm nominal size and 40% mortar comprising of 1-Lime 1 cu.m 2879.96

putty : 2-Fine sand and curing complete excluding cost of

Providing and laying in foundation and plinth / under

floors lime concrete with graded brick aggregates 40 mm

55 nominal size and 40% mortar comprising of 1-Limeputty : 2- 1 cu.m 2828.72

Fine sand and curing complete excluding cost of

Providing and laying cement concrete 1:3:6 (1-Cement : 3-

coarse sand : 6- hand broken stone aggregates

56 mmnominal size) and curing complete excluding cost of 1 cu.m 3080.90

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

coarse sand : 8- hand broken stone aggregates 40 mm

57 nominal size) and curing complete excluding cost of 1 cu.m 2747.21

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- crushed stone aggregates 20 mm nominal

58 size) and curing complete including cost of formwork in 1 cu.m 3993.11

(A) Wall Caps / Coping

Providing and laying cement concrete 1:5:10 (1- Cement : 5-

Coarse sand : 10- hand broken stone aggregates 40 mm

59 nominal size) and curing complete excluding cost of 1 cu.m 2580.37

formwork in (A) Foundation and Plinth

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- Graded brick bat aggregate 40mm normal

60 size) and curing complete excluding cost of formwork in 1 cu.m 3060.65

(A) Foundation and Plinth

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

Coarse sand : 8- Graded Brick bats aggregate 40mm

61 normal size) and curing complete excluding cost of 1 cu.m 2726.96

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:5:10 (1- Cement : 5-

fine sand : 10- graded brick bat aggregates 40mm

62 nominal size) and curing complete excluding cost of 1 cu.m 2543.62

formwork in (A) Foundation and Plinth

Providing and laying cement concrete 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal

63 size) and curing complete excluding cost of formwork in 1 cu.m 3656.13

(A) Foundation and Plinth

Providing and laying cement concrete 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal

64 size) and curing complete excluding cost of formwork in 1 cu.m 3656.13

(B)Independent piers, columns, and pillars, upto floor

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base or columns and Mass

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

66 formwork and reinforcement for reinforced concrete work 1 cu.m 4023.57

in (B) Slabs, landing, shelves, Balconis , Lintels,

Beams, Girders and Cantilever upto floor two level.

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work

in (D) Columns, Pillars posts and struts upto floor two

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

68 formwork and reinforcement for reinforced concrete work 1 cu.m 4826.38

in (E)Staircases excluding landing upto floor two level

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work

in (K)Vertical and Horizontial its upto floor two level.

Providing and laying cement concrete 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal

size) for reinforced concrete Chhajjas not exceeding

10cm. thickness upto floor two level including finishing

the exposed surfaces with cement mortar 1:3 (1- cement,

3 Fine sand) to give a smooth and even surface centering

and formwork and curing complete excluding cost of

Providing TMT Bar FE 500D reinforcement for R.C.C.

71 work including bending, binding and placing in position 1 kg 77.29

complete upto floor two level

Extra for additional lift of concrete for all R.C.C. work cu.m

above floor two level excluding cost of reinforcment

Extra for additional lift of reinforcing steel for all R.C.C. kg

work above floor two level.

Deduct for omiting in R.C.C. work smooth finishing of the

74 exposed surface with cement mortar 1:3 (1-Cement : 3- Fine 1 Sqm 145.20

Providing throating or plaster drip and moulding to Rmt

R.C.C. Chhajja.

Providing and laying damp proof course 25mm thick

cement concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone

aggregate 10 mm nominal size) and curing complete

Extra for providing and mixing water proofing material in Litres

Cement concrete in mix proportion recommended by the or Kg

manufacturers. per

77 1 Quinta 49.16

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

78 reinforcement for reinforced concrete work in (A) 1 cu.m 3864.13

Foundations, footings,Base of columns and Mass

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

79 reinforcement for reinforced concrete work in (B) Walls, 1 cu.m 4156.26

from top of foundation level upto floor two level

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (C) Slabs,

landing, shelves, Balconies, Lintels, Beams, Girders and

Cantilever upto floor two level

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

81 reinforcement for reinforced concrete work in (D) 1 cu.m 4232.90

Columns, Pillars posts and struts upto floor two level.

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

82 reinforcement for reinforced concrete work in (E) 1 cu.m 5171.59

Staircases excluding landing upto floor two level

Providing and laying controlled cement concrete M.150

for curing complete excluding cost of formwork and

83 reinforcement for reinforced concrete work in (K) Vertical 1 cu.m 4524.98

and Horizontial its upto floor two level.

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

84 reinforcement for reinforced concrete work in (A) 1 cu.m 3942.22

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

85 reinforcement for reinforced concrete work in (B) Walls, 1 cu.m 4485.51

from top of foundation level upto floor two level

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

86 Slabs,landing,shelves,Balconies Lintels, Beams, 1 cu.m 4460.86

Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

87 reinforcement for reinforced concrete work in (D) 1 cu.m 4562.15

Columns, Pillars posts and struts upto floor two level.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

88 reinforcement for reinforced concrete work in (E) 1 cu.m 5453.20

Staircases excluding landing upto floor two level

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

89 reinforcement for reinforced concrete work in (K) Vertical 1 cu.m 4710.96

and Horizontial its upto floor two level.

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

90 reinforcement for reinforced concrete work in (A) 1 cu.m 4247.57

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

91 reinforcement for reinforced concrete work in (B) Walls, 1 cu.m 4551.51

from top of foundation level upto floor two level

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

93 reinforcement for reinforced concrete work in (D) 1 cu.m 4628.14

Columns, Pillars posts and struts, upto floor two level.

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

the cost of reinforsement for R.C.C work in (i) Slabs upto

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc.

95 complete including the cost of formwork but excluding 1 cu.m 7475.61

the cost of reinforsement for R.C.C work in

(ii) Slabs having more than 8 cm and upto

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

the cost of reinforsement for R.C.C work in

(iii) Slabs having more than 10 cm and upto 13 cm.

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding

the cost of reinforsement for R.C.C work in

(iv) Slabs having more than 13 cm and upto

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

98 the cost of formwork but excluding the cost of 1 cu.m 8463.69

reinforsement for R.C.C work in (i) Slabs upto 8cm

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

99 the cost of formwork but excluding the cost of 1 cu.m 7584.25

reinforsement for R.C.C work in (ii) Slabs having more

than 8 cm and upto 10 cm.thickness

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

100 the cost of formwork but excluding the cost of 1 cu.m 6771.66

reinforsement for R.C.C work in (iii) Slabs having more

than 10 cm and upto 13 cm. thickness

Providing and Laying controlled cement concrete M.150

and finishing smooth with curing etc. complete including

101 the cost of formwork but excluding the cost of 1 cu.m 6412.84

reinforsement for R.C.C work in (iv) Slabs having more

than 13 cm and upto 15 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (i) Slabs upto 8cm

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete

including the cost of formwork but excluding the cost of

reinforsement for R.C.C work in (ii) Slabs having more

than 8 cm and upto 10 cm.thickness

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete

104 including the cost of formwork but excluding the cost of 1 cu.m 7454.03

reinforsement for R.C.C work in (iii) Slabs having more

than 10 cm and upto 13 cm. thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete

105 including the cost of formwork but excluding the cost of 1 cu.m 6937.59

reinforsement for R.C.C work in (iv) Slabs having more

than 13 cm and upto 15 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) for R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of formwork

but excluding the cost of reinforcement.

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

107 complete including the cost of formwork but excluding the 1 cu.m 8593.80

cost of reinforcement for R.C.C work in (A) BEAMS :(i)

Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

108 complete including the cost of formwork but excluding 1 cu.m 7665.60

the cost of reinforcement for R.C.C work in (A) BEAMS

:(ii) Having cross-sectional area more than 0.08Sq.M

and upto 0.12 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

109 complete including the cost of formwork but excluding 1 cu.m 6578.07

the cost of reinforcement for R.C.C work in (A) BEAMS

:(iii) Having cross-sectional area more than 0.12Sq.M

and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

110 complete including the cost of formwork but excluding 1 cu.m 12083.54

the cost of reinforcement for R.C.C work in (B)

COLUMNS: (i) Having cross-sectional area 0.05 to

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

111 complete including the cost of formwork but excluding 1 cu.m 10658.16

the cost of reinforcement for R.C.C work in (B)

COLUMNS: (ii) Having cross-sectional area more than

0.08 Sq.M and upto 0.18 Sq.M

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc.

112 complete including the cost of formwork but excluding 1 cu.m 8692.87

the cost of reinforcement for R.C.C work in (B)

COLUMNS: (iii) Having cross-sectional area more than

0.12Sq.M and upto 0.18 Sq.M

Providing and applying anticarrasive treatment with

polymer base materials to the steel rainfarcement including

113 descaling the dust and applying the preventive coating of 1 MT 4168.96

approved make (for the R.C.C. structures near coastal area

only) etc complete.

Providing and fixing in expansion joint 100 mm thick

expansion joint board of best quality and approved make

including cutting to required size and shape at all levels etc.

complete as directed.

Providing and laying and fixing 50 mm thick expansion

joint by hydro cell semi rigid UV resistance with high

performance laminated closed cell polythene foam joint

filler in sheet foam as directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion

joint by hydro cell semi rigid UV resistance with high

performance laminated closed cell polythene foam joint

filler in sheet foam as directed, etc. complete.

Providing and Applying Expansion joint sealing System

on 100 mm vide joint including cleaning of exansion joint

by mechanical means provision of adhesive and flexible

membrane with required bond length as per menufracturer

117 specification and 4mm thick alluminium strip covering 1 Sqm 4772.00

with one side sloted and bolted with suitable system,

inclusive of all manpower, machinery and material as per

specification and as directed.

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and specifi-

cation by making groove of 50 mm x 12.5 mm lather by

118 cutting or by repairing groove and removing mortar drop or 1 Sqm 515.39

any other foreign materials including applying primer and

filling required size (oversize of joint PU foam etc.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and

manufactured specifi-cation by making groove of 25 mm x

119 12.5 mm lather by cutting or by repairing groove and 1 Sqm 273.68

removing mortar drop or any other foreign materials

including applying primer and filling required size (oversize

of joint PU foam etc. complete

Providing and fixing 25 cm Wide & 3mm thick exterior

composite panel on existing expansion joint horizontally &

vertically with all material, hardware, acessories & fittings

Providing and laying in position Ready Mixed M-150

grade concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix design

of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200

grade concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix design

of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained)

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

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

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement

Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

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

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement

Providing and laying in position Ready Mixed M-350 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

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

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash(Min

cement level as per latest IS 456 shall be maintained) (Cement

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and applying anti carbonation, anti fading,

mold resistant, heat insulating, and 100% acrylic

breathable decorative external waterproof coating of

approved shade having Viscosity @ Room Temperature by

Ford cup No. B-4 (dilute 2 parts of product with I part of

126 water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ 1 Sqm 118.82

Room Temperature 1.30+0.1, tested for carbon dioxide

diffusion resistance properties for coating materials and

coating systems for exterior masonry and concrete as per

DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum, non-staining with less than 1% water absorption

& compression recovery of 93% minimum as per

specification for 12 mm wide expansion joint including

cutting to required size and shape at all levels etc.complete

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water absorption

& compression recovery of 93% minimum as per

specification for 20 mm wide expansion joint including

cutting to required size and shape at all levels etc.complete

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water absorption

& compression recovery of 93% minimum as per

specification for 40 mm wide expansion joint including

cutting to required size and shape at all levels etc.complete

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having

weathering resistance to ultra-violet rays and shall exhibit

shore A hardness of 25 and have movement accommodation

factor 25% including using of compatible primer of

approved standard etc. complete. for 12 mm thick joint

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having

weathering resistance to ultra-violet rays and shall exhibit

shore A hardness of 25 and have movement accommodation

factor 25% including using of compatible primer of

approved standard etc. complete. For 20 mm thick joint

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

BRICK WORK 0.00

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Lime Mortar 1: 2 (1- Lime

putty : 2 -fine sand)(B) Conventional

Extra for brick work in superstructure above plinth level

upto floor two level (B) Conventional

Extra for brick work in superstructure above floor two

135 level (B) Conventional 1 41.50

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Kg/Sq.Cm.

136 in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in 1 Sqm 614.84

foundation and plinth (B) Conventional

Extra for half brick masonry in superstructure above

137 plinth level upto floor two level. (B) Conventional 1 Sqm 54.66

Extra for half brick masonry in superstructure above

floor two level.(B) Conventional

Masonary work using Aerated light weight concrete

block(AAC Block) having crushing strength not less than

35 kg/sqcm for super structure above plinth level upto

139 floor two level in cement mortar 1:5 ( 1 cement : 5 fine 1 cu.m 4597.84

sand ) complete as per Technical Specification

STONE MASONRY 0.00

(i) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Cement

Mortar 1:6 (1-cement : 6-coarse sand including levelling

up etc. complete

(ii) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Cement

Mortar 1:5 (1-cement : 5-coarse sand including levelling

up etc. complete

(iii) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Lime

Mortar 1:1.5 (1-Lime : 1.5-coarse sand including levelling

up etc. complete

Extra over Item 140 to 142 for super structure above plinth cu.m

level upto floor two level

Extra for additional lift in superstructure above floor two

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Coursed rubble masonry with hard stone of approved

145 quality in foundations and plinth in Cement Mortar 1:6 (1- 1 cu.m 3417.85

Cement : 6-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality

146 in foundations and plinth in Cement Mortar 1:5 (1- 1 cu.m 3457.26

Cement : 5-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality

147 in foundations and plinth in Cement Mortar 1:4 (1- 1 cu.m 3572.71

Cement : 4-coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality

148 in foundations and plinth in Cement Mortar 1:3 (1- 1 cu.m 3787.11

Cement : 3-coarse sand) etc. complete.

Extra over Item No. 145 to 148 for superstructure above

plinth level upto floor two level

Extra for additional lift in superstructure above floor two floor

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

151 supporting floor to ceiling not exceeding 4 M. and removal 1 Sqm 179.36

of the same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) Floors

etc. upto 200 mm in thickness.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

153 of the same for in situ reinforced concrete and plain 1 Sqm 282.08

concrete work in. (B) Flat surfaces such as soffits of

suspended floor roof slabs Landings and the like. (2)

Floors etc. above 200mm in thickness.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

154 of the same for in situ reinforced concrete and plain 1 Sqm 239.69

concrete work in. (C) Vertical surface such as walls (any

thickness) partitions and the like including attached

buttresses & string course & the like.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

155 supporting floor to ceiling not exceeding 4 M. and removal 1 Sqm 313.06

of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts.

(1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

156 of the same for in situ reinforced concrete and plain 1 Sqm 402.75

concrete work in. (G) Columns PillarsPosts and struts.

(2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

157 of the same for in situ reinforced concrete and plain 1 Sqm 202.18

concrete work in. (H) (1) Sides and soffits of Beams Beam

Haunchings cantilevers Girders Bressumers and Lintels

not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

158 of the same for in situ reinforced concrete and plain 1 Sqm 269.04

concrete work in. (H) (2) Sides and soffits of Beams

Beam Haunchings canti-levers Girders Bressumers and

Lintels exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

159 supporting floor to ceiling not exceeding 4 M. and removal 1 Sqm 71.59

of the same for in situ reinforced concrete and plain

concrete work in. (I) Edges of slabs and Breaks in

floors and walls.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

160 of the same for in situ reinforced concrete and plain 1 Sqm 686.46

concrete work in. (K) Small surface as such as cantiever

brackets and ends of steps caps and basses to pilasters

and Columns and the like.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

161 of the same for in situ reinforced concrete and plain 1 Sqm 173.18

concrete work in. (L) Chullah Hoods, weather shades

Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal

162 of the same for in situ reinforced concrete and plain 1 Sqm 254.36

concrete work in. (M) Staircase with sloping or stepped

soffits including risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

163 supporting floor to ceiling not exceeding 4 M. and removal 1 Sqm 396.22

of the same for in situ reinforced concrete and plain

concrete work in. (Q) Vertical fins and vertical sun

Extra for additional height of propping and centering

where the height of propping and centering exceeds 4 .O M

between supporting floor to ceiling including temporary

brick or stone pillars for supporting as required. (i)Height

more than 4.0 M.and upto 5.0 M.

Extra for additional height of propping and centering

where the height of propping and centering exceeds 4 .O M

between supporting floor to ceiling including temporary

brick or stone pillars for supporting as required. (ii) Height

more than 5.0 M.and upto 6.0 M.

Extra for additional height of propping and centering

where the height of propping and centering exceeds 4 .O M

between supporting floor to ceiling including temporary

brick or stone pillars for supporting as required. (iii) Height

more than 6.0 M. and upto 7.0 M

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Extra for Providing formwork with sheathing steel sheets

167 so as to give a fair finish in (A) Foundations, Footings, 1 Sqm 97.33

Bases of Columns etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (B)Flat surfaces such as soffits

of slabs Landings and the like. (1) Floors etc. upto

200mm in thickness.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (B) Flat surfaces such as

soffits of slabs Landings and the like. 2) Floors

etc.above 200mm in thickness.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (C)Vertical surface such as

170 walls (anythickness) partitions & lime including attached 1 Sqm 97.33

pilasters buttresses plinth & string course & like.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (G) Columns, Pillars, Posts and

struts. (1) Square, Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (G) Columns, Pillars, Posts

172 and struts. (2) Circular or curved in plan 1 Sqm 97.33

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (H)(1) Sides and soffits of

173 Beams, Beam Haunchingscantilevers Girders, 1 Sqm 97.33

Bressumers and Lintels not exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (H) (2) Sides and soffits of

174 Beams, Beam Haunchings cantilevers Girders, 1 Sqm 97.33

Bressumers and Lintels exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets

175 so as to give a fair finish in (I) Edges of slabs and Breaks 1 Sqm 97.33

in floors and walls.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (K) Small surface as such as

176 centilever endsnBrackets and end of steps caps and 1 Sqm 97.33

basses to pilasters and Columns including edges.

Extra for Providing formwork with sheathing steel sheets

177 so as to give a fair finish in (L) Chullah Hoods weather 1 Sqm 97.33

Shades Chhajjas Corbels etc. and the like.

Extra for Providing formwork with sheathing steel sheets

so as to give a fair finish in (M)Staircase with sloping or

stepped soffits including risers and stringers excluding

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Extra for Providing formwork with sheathing steel sheets

179 so as to give a fair finish in (Q)Vertical fins and vertical 1 Sqm 97.33

REINFORCEMENT EPOXY COATING 0.00

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

180 reinforcement bars as per IS-13620- 1993/ASTM-775 M 1 M.T 10162.62

including testing of coating at plant and all taxes

(A) 10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

181 reinforcement bars as per IS-13620- 1993/ASTM-775 M 1 M.T 7296.24

including testing of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

STEEL & IRON WORK 0.00

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists,

182 channels angles Tees, flats, with connecting plates or 1 quintal 9108.48

angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

183 priming coat of red lead paint. (D) In trussses and trussed 1 quintal 9010.25

purlins, upto 25 M. span and 15 M. ovarall height.

Providing and fixing in position collapsible steel shutters

with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of T_rin

184 40x 40 x 6 mm with 38mm dia, steel pulleys complete with 1 quintal 5941.61

bolts, nuts, locking arrangements, stoppers handles

including applying a priming coat of red lead paint.

Providing and fixing 1mm thick M.S. sheet sliding

shutters with frame and diagonal braces of 40 x 40 x

mm angle iron, 3.15 mm M.S. gusset plates at Junctions and

corners 25 mm dia. pulley, 40 x 40 x 6mm angle and T-iron

185 guide rail at top and bottom respactively with handles, 1 Sqm 3780.85

stoppers and locking agangement etc, including applying

a priming coat of red lead paint.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the ends

by end locks mounted on specially designed pipe shaft with

186 bracket plates, guide channels and arragements for inside 1 Sqm 3554.40

and outside locking with push-pull operation including the

cost of hood cover and spring etc. complete.(A) Shutters

having width below 3.5 M.

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the ends

by end locks mounted on specially designed pipe shaft with

187 bracket plates, guide channels and arragements for inside 1 Sqm 4546.01

and outside locking with push-pull operation including the

cost of hood cover and spring etc. complete. (B) Shutters

having width 3.5 M. and above

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the ends

by end locks mounted on specially designed pipe shaft with

188 bracket plates, guide channels and arrangements for inside 1 Sqm 2796.59

and outside locking with push-pull operation complete but

excluding the cost of hood cover and spring. (A)

Shutters having width below 3.5.M.

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the ends

by end locks mounted on specially designed pipe shaft with

189 bracket plates, guide channels and arrangements for inside 1 Sqm 3784.54

and outside locking with push-pull operation complete but

excluding the cost of hood cover and spring. (B) Shutters

having width above 3.5 M.

Providing and fixing 27.5 cm. long wire spring grade No.2

of approved make for rolling shutters.

Providing and fixing Hood cover for rolling shutters (A)

Shutters having width below 3.5 meters

Providing and fixing Hood cover for rolling shutters (B)

Shutters having width 3.5 meters and above

PAVING & FLOOR FINISHES 0.00

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

193 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) 1 Sqm 939.18

finishing with flush pointing in white cement.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying Ceramic tiles 6mm thick in flooring

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1- cement : 3-coarse sand ) finishing

with flush pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick

24'' x 24'' in flooring treads of steps and landing laid on

195 a bed of 12mm thick cement mortar 1:3 (1-cement : 3- 1 Sqm 1099.95

coarse sand ) finishing with flush pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick

36'' x 36'' in flooring treads of steps and landing laid on

196 a bed of 12mm thick cement mortar 1:3 (1-cement : 3- 1 Sqm 1521.73

coarse sand ) finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in

skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3-coarse sand) and jointed with

white cement slurry

Providing and laying Ceramic tiles 6mm thick in skrting

risers of step and dedo on 10mm thick cement plaster 1:3

(1-cement : 3-coarse sand) and jointed with white cement

Providing and laying Vitrified tiles 8 to 10 mm thick

24'' x 24'' in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1- cement : 3-coarse sand) and

jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick 36''

x 36'', in skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1-cement : 3- coarse sand) and jointed

with white cement slurry

Providing and fixing 50mm internal or external angles of Rmt

Providing and laying marble stone slab flooring over

20mm (average)base of cement mortar 1:6 (1-cement :

coarse sand) or L.M.1:1.5(1- lime putty : 1.5 - coarse sand)

laid and jointed with gray cement slurry including rubbing

and polishing complete. (A) Marble slab 25mm thick

Providing and laying polished Kota stone slab flooring

over 20mm (Average) thick base of cement mortar 1:6 (1-

cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 -

203 coarse sand) laid over and jointed with grey cement slurry 1 Sqm 1001.14

mixed with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm thick

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying polished kota stone slab 25mm thick

in risers of steps,skirting Dedo and pillars laid on 10mm

thick cement mortar 1:3 (1-Cement : 3 coarse sand) and

jointed with gray cement slury mixed with pigment to match

the shade of slab including rubbing and polishing etc.

Providing and laying cement concrete pavement (25mm

to 50mm thick) with 1:2:4 (1-cement : 2-coarse sand : 4-

205 stone aggregate 20mm nominal size) including finishing 1 cu.m 4417.52

with floating coat of neat cement complete.

P & L 24" x 24" vitrified 8 mm thick tile flooring over

20 mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing flooring

by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc.

complete for ANTISKIT and DARK shade Tile

P & L 24" x 24" vitrified 8 mm thick tile flooring over

20 mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing flooring

by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc.

complete for LIGHT shade

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

15cm thick of M200 grade concret as per approved design

208 and including excavation for fixing in proper line and 1 Rmt 394.59

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

Providing and fixing Pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS

15658 : 2006 including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying broken chine mosaic flooring

for terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope and

to be tempered to bring mortar creme out upto surface

210 using white cement including rounding off junctions and 1 Sqm 765.97

extending them upto 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying coloured glazed tiles of the size

211 skirting, risers of steps and dedo on 10 mm. thick cement 1 Sqm 1477.25

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white

PLASTERING & POINTING 0.00

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor two

level and finished even and smooth in (ii) Cement mortar

1:4 (1-cement :4-sand)

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

213 interior plastering upto floor two level and finished even 1 Sqm 171.21

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering upto

214 floor two level and finished even and smooth in (ii) 1 Sqm 218.49

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

Extra over Item No. 212 to 214 for finishing with a floating

coat of neat cement slurry.

(A) Extra over Item No 212 to 214 for providing and mixing Per

water proofing materials in cement mortar in proportion bag of

recommended by the manufacturer. 50Kg

Extra over Item No 212 to 214 for plastering on ceilings

217 and sofits of stairs upto floor two level instead of 1 Sqm 25.43

plastering on walls.

Extra over Item No 212 to 214 for interior plastering Sqm

above floor two level for every additional storey height. x

(1) Single coat plaster No.

Extra over Item No 212 to 214 for interior plastering Sqm

above floor two level for every additional storey x

height.(2) Two coat plaster No.

Extra over Item No 215 for interior plastering above Sqm

floor two level for every additional storey height. (3) x

Floating coat of neat cement No.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Extra over Item No 217 for plastering on ceiling and

221 soffits of stairs above floor two level for every additional 1 Sqm 21.86

20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12mm

222 thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 1 Sqm 337.52

8mm thick finishing coat of C.M. 1:1 (1- cement : 1-sand)

Pointing on brickwork with cement mortar 1:4 (1-cement : Sqm

4-coarse sand)(A) Flush pointing

Pointing on brickwork with cement mortar 1:4 (1-cement : Sqm

4-coarse sand) (B) Ruled pointing

Pointing on coursed stone masonry with cement mortar

225 1:3 (1-cement : 3-coarse sand) (A) Flush pointing 1 Sqm 90.00

Pointing on coursed stone masonry with cement mortar

226 1:3 (1-cement : 3-coarse sand) (B) Ruled pointing 1 Sqm 92.94

Pointing on Uncoursed stone masonry with cement

227 mortar 1:3 (1- cement : 3-coarse sand) (A) Flush pointing 1 Sqm 107.46

Pointing on Uncoursed stone masonry with cement

228 mortar 1:3 (1- cement : 3-coarse sand)(B) Ruled pointing 1 Sqm 110.22

Extra over Item No 223 to 228 for pointing on walls on the

outside at height more than 10 metres from ground level

for every additional height of 5 metres of part there of.

Providing cement vata (10cm. x 10 cm. size) quarter round

230 in cement mortar 1:1 including neat cement finishing, 1 Rmt 24.28

watering etc. complete.

Providing 20 mm thick double coat mala cement plaster

on interior brick / concrete work for plastering comprising

of base coat of 12 mm thick cement plaster in cement

231 mortar (1 Cement : 4 coarse sand) in rough finishing and 8 1 Sqm 279.29

mm thick top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including scaffolding

curing etc. complete.

Providing 20 mm thick cement plaster by using Ready

Mix Mortar for plaster in single coat on single or half brick

232 walls for interior plastering upto floor two level and 1 Sqm 233.98

finished even and smooth in Cement mortar 1:4 (1 Cement :

Providing 15 mm thick cement plaster by using Ready

Mix Mortar for plaster in single coat on rough (similar)

233 side of single or half brick walls for interior plastering upto 1 Sqm 171.84

floor two level and finished even and smooth in Cement

mortar 1:4 (1 Cement : 4 sand)

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing 10 mm thick cement plaster by using Ready

Mix Mortar for plaster in single coat on brick/ concrete

234 walls for interior plastering upto floor two level and 1 Sqm 117.11

finished even and smooth in Cement mortar 1:4 (1 Cement

DEMOLITION & DISMANTLING 0.00

235 Demolition and disposal of unserviceable materials with all

lead and lift.(i) Lime concrete.

Demolition and disposal of unserviceable materials with all

lead and lift.(i) Cement concrete.

Demolition including stacking of serviceable materilas and

237 disposal of unserviceable materials with all lead and lift. (i) 1 cu.m 1084.30

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) In Lime

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In Cement

Demolition of terrace including stacking of serviceable

240 materilas and disposal of unserviceable materials with all 1 Sqm 65.23

lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar including

241 stacking of serviceable materilas and disposal of 1 Sqm 48.91

unserviceable materials with all lead and lift.

Dismentaling of wooden floors including stacking of

242 serviceable materilas and disposal of unserviceable 1 Sqm 73.38

materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift.(ii)

A.C. sheet roofing.

Dismentalings manglore of country tile roofing with

battens boarding etc. including stacking of serviceable

materilas and disposal of unserviceable materials with all

lead and lift.(ii) A.C. sheet roofing.

Dismentling wood work, wrought framed and fixed in

246 frames trusses including stacking the materials with all lead 1 cu.m 1803.36

Dismentling expanded metal or I.R.C Fabric with

necessary battens and beadings including frame work, and

247 stacking the serviceable materials with all lead and lift. 1 Sqm 57.08

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Dismentling steel work including distempering and

stacking the materials with all lead and lift.

Dismentling doors, windows, ventilators etc. (wood or

steel) shutters including chowkhats architraves, holdfasts

249 and other attachment etc. complete and stacking them 1 Each 192.41

within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood or

steel) shutters including chowkhats architraves, holdfasts

250 and other attachment etc. complete and stacking them 1 Each 257.62

within all lead and lift.(ii) Exceeding 3 Sq.M. in area.

Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts including

all earth work concrete in base and making good the

disturbed ground stacking useful materials as directed and

disposing as directed and disposing of the unserviceable

materials with all lead and lift.

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water

252 pipes with fittings and clamps including stacking the 1 Rmt 76.64

materials with all lead and lift ( for any dia, of pipe)

Dismantling santtary fittings like wash basin . W.C. pan

253 Indian and European type, flushing tank etc. including 1 Each 415.79

stacking the materials with all lead and lift.

Scraping oil paint from steel and other metal surface and

254 making the surface even (with Hand Scraping.) 1 Sqm 50.55

Providing and fixing 15 mm diameter backup rod having

minimum density 22 kg per cum (ASTMD - 3575) &

255 compression strength of 0.40 kg per sqm (ASTM - 5249) 1 Rmt 13.07

and finishing with polysulphide sealant etc. complete. For

12 mm wide expansion joint

Providing and fixing 25 mm diameter backup rod having

minimum density 22 kg per cum (ASTMD - 3575) &

256 compression strength of 0.40 kg per sqm (ASTM - 5249) 1 Rmt 17.80

and finishing with polysulphide sealant etc. complete. For

20 mm wide expansion joint

Providing and fixing 30 mm diameter backup rod having

minimum density 22 kg per cum (ASTMD - 3575) &

257 compression strength of 0.40 kg per sqm (ASTM - 5249) 1 Rmt 20.17

and finishing with polysulphide sealant etc. complete. For

25 mm wide expansion joint

Providing and fixing 50 mm diameter backup rod having

minimum density 22 kg per cum (ASTMD - 3575) &

258 compression strength of 0.40 kg per sqm (ASTM - 5249) 1 Rmt 53.30

and finishing with polysulphide sealant etc. complete. For

40 mm wide expansion joint

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Removing and scraping of old deteriorated plaster of

any thickness fromm wall / R.C.C member including

259 stacking of serviceable material and disposal of 1 Sqm 20.06

unserviceable from site of work with all lead and lift

Providing and fixing PUF Insulated continueous

sandwich panels for roofs of total thickness not less than

30 mm made out from continue line method.Panel shall

have 0.5 mm thick pre coated GI sheet on both side of

Polyurethane foam with external face being corrugated in

shape for GI and PU foam both material.The crest height of

the panel shall be of 35mm minimum wiht 250mm c/c

pitch. The Precoated sheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and shall have

zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-

260 18 micron.The PPGI Sheet shall have protective guard film 1 Sqm 3146.83

of minimum 25 microns to avoid scratches wihile

trasportation.The roof panels are laid over a frame work of

trusses, columns and purlins fixed using 90mm self drilling

bolt with rubber washer including all types of flashings. PU

Foam must be self-extinguishing, fire retardant type having

minimum density of 40 Kg/Cu.mt.( +, - 2 Kgs) including

0.25mm craft paper edging,self tapping screws of required

length and nos.etc complete as per structural design and

direction of Engineer-in- charge.

Providing and fixing PUF Insulated continueous

sandwich panels for roofs of total thickness not less

than 30 mm made out from continue line method.Panel

shall have 0.35 mm thick pre coated GI sheet on both

side of Polyurethane foam with external face being

corrugated in shape for GI and PU foam both material.The

crest height of the panel shall be of 35mm minimum wiht

250mm c/c pitch. The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall

have zinc coating of 120 gsm as per IS:277 , 5-7 microns

epoxy primer on both side of the sheet and polyester top

261 coat 15-18 micron.The PPGI Sheet shall have protective 1 Sqm 2924.94

guard film of minimum 25 microns to avoid scratches

wihile trasportation.The roof panels are laid over a frame

work of trusses, columns and purlins fixed using 90mm self

drilling bolt with rubber washer including all types of

flashings. PU Foam must be self-extinguishing, fire

retardant type having minimum density of 40 Kg/Cu.mt.( +, -

2 Kgs) including 0.25mm craft paper edging,self tapping

screws of required length and nos.etc complete as per

structural design and direction of Engineer-in- charge.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing PUF Insulated continueous

sandwich panels for walls of total thickness not less than

50 mm and width 1.0 m made out from continue line

method on automatic plant.Panel shall have 0.5 mm thick

pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 micron.The

262 PPGI Sheet shall have plastic protective guard film of 1 Sqm 3146.70

minimum 25 microns to avoid scratches during

trasportation.The panels shall be vertically joined together

by tongue and groove joints. The PU Foam shall be self-

extinguishing, fire retardant type having minimum density

of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft

paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping

GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous

sandwich panels for walls of total thickness not less

than 50 mm and width 1.0 m made out from continue line

method on automatic plant.Panel shall have 0.35 mm thick

pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 micron.The

263 PPGI Sheet shall have plastic protective guard film of 1 Sqm 2880.29

minimum 25 microns to avoid scratches during

trasportation.The panels shall be vertically joined together

by tongue and groove joints.The PU Foam shall be self-

extinguishing, fire retardant type having minimum density

of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft

paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping

GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing PUF Insulated continueous

sandwich panels for walls of total thickness not less than

40 mm and width 1.0 m made out from continue line

method on automatic plant.Panel shall have 0.5 mm thick

pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 micron.The

264 PPGI Sheet shall have plastic protective guard film of 1 Sqm 3078.70

minimum 25 microns to avoid scratches during

trasportation.The panels shall be vertically joined together

by tongue and groove joints.The PU Foam shall be self-

extinguishing, fire retardant type having minimum density

of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft

paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping

GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

Providing and fixing PUF Insulated continueous

sandwich panels for walls of total thickness not less than

40 mm and width 1.0 m made out from continue line

method on automatic plant.Panel shall have 0.35 mm thick

pre coated GI sheet on both side of Polyurethane Foam

confirming to IS 12436:1988.The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 micron.The

265 PPGI Sheet shall have plastic protective guard film of 1 Sqm 2812.31

minimum 25 microns to avoid scratches during

trasportation.The panels shall be vertically joined together

by tongue and groove joints.The PU Foam shall be self-

extinguishing, fire retardant type having minimum density

of 40 Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft

paper edging on both edges. The panels shall be fixed to the

steel frame structure with minimum 5mm thick self tapping

GI screws of required length and nos. with minimum

spacing of 300 mm c/c.

Structural steel work ( Confirming to IS 4923-1997)

riveted, bolted or welded in builtup for all type sections,

in framed work, including cutting, hoisting, fixing in

266 position and applying a priming coat of approved steel 1 kg 131.15

primer all complete as per the structural designs and

directions of Engineer in charge.Column ( 122 x 61 x

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing of Bottom and top U track for

closing of end joints for cut PUF panels of size of 52mm

x 30mm with 5mm lipping on Both edges. The U track

shall be made out of 0.5 mm thick pre coated GI sheet.The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

267 primer on both side of the sheet and polyester top coat 15- 1 Rmt 597.53

18 micron. The PPGI Sheet shall have plastic protective

guard film of minimum 25 microns to avoid scratches

during transportation. The U track shall be fixed with

suitable POP rivet with wall roof panels and plinth with

Expandable fastners with minimum spacing of 450 mm c/c.

The Utrack shall be fixed

Providing and fixing of Ridge flashing for roof panel shall

be made out of 0.5 mm thick pre coated GI sheet . The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-

18 micron. The PPGI Sheet shall have plastic protective

guard film of minimum 25 microns to avoid scratches

during transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling/self stitching fastners

@ maximum 450 mm c/c along length of capping/flashing

Providing and fixing of end cap of Roofing panel. The End

Cap track shall be made out of 0.5 mm thick pre coated GI

sheet suitable for 30mm thick panel.The Precoated sheet

shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

269 side of the sheet and polyester top coat 15-18 micron. The 1 Rmt 794.07

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing of end cap of Roofing panel. The End

Cap track shall be made out of 0.5 mm thick pre coated GI

sheet suitable for 40mm thick panel.The Precoated sheet

shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

270 side of the sheet and polyester top coat 15-18 micron. The 1 Rmt 712.54

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

Providing and fixing of Corner Angle for Various

Flashing in 25mm x 25mm size in Equal Shape with 5mm

edge lipping on both side . The Angle Flashing shall be

made out of 0.5 mm thick pre coated GI sheet with edge

bending of approximate 5mm. The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

271 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both 1 Rmt 518.50

side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

Providing and fixing of Corner Angle for Various

Flashing in 50mm x 50mm size in Equal Shape with 5mm

edge lipping on both side . The Angle Flashing shall be

made out of 0.5 mm thick pre coated GI sheet with edge

bending of approximate 5mm. The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

272 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both 1 Rmt 582.10

side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing of Corner Angle for Various

Flashing in 100mm x 100mm size in Equal Shape with

5mm edge lipping on both side . The Angle Flashing shall

be made out of 0.5 mm thick pre coated GI sheet with

edge bending of approximate 5mm. The Precoated sheet

shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

273 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both 1 Rmt 798.95

side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

Providing and fixing of Corner Angle for Various

Flashing in 150mm x 150mm size in Equal Shape with

5mm edge lipping on both side . The Angle Flashing shall

be made out of 0.5 mm thick pre coated GI sheet with

edge bending of approximate 5mm. The Precoated sheet

shall be of minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

274 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both 1 Rmt 875.81

side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The U track shall be fixed with suitable POP

rivet with wall and roof panels with minimum spacing of

Preparing and applying of water soluble, nonflammable,

reactive and penetrative silane nanotechnology with water

(<1000 ppm TDS) in the ratio of 1 liter silane :20 liter water

mixed with 0.5 liter acrylic copolymer polymer compatible

and stable in silane solution. Take 1 liter of silane

nanotechnology and add in 20 liter water in drum under

manual stirring and then add 0.5 liter acrylic copolymer

275 under manual stirring and mix completely. Spray apply the 1 sqm 81.27

solution at the rate of 1 liter per sqm on horizontal and

liter per sqm on vertical new or old cementitious / concrete

surface . (For very dense concrete of M50 and above for

bridges may not absorb 1 liter per sq meter so reduce the

water of dilution to 1:10) Horizonal Surface

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Preparing and applying of water soluble, nonflammable,

reactive and penetrative silane nanotechnology with water

(<1000 ppm TDS) in the ratio of 1 liter silane :20 liter water

mixed with 0.5 liter acrylic copolymer polymer compatible

and stable in silane solution. Take 1 liter of silane

nanotechnology and add in 20 liter water in drum under

manual stirring and then add 0.5 liter acrylic copolymer

under manual stirring and mix completely. Spray apply the

solution at the rate of 1 liter per sqm on horizontal and

liter per sqm on vertical new or old cementitious / concrete

surface . (For very dense concrete of M50 and above for

bridges may not absorb 1 liter per sq meter so reduce the

water of dilution to 1:10)Vertical Surface

REPAIRS TO BUILDING 0.00

Providing and fixing M.S. fan clamps of shape and size as

277 specified in existing R.C.C. slab including cutting chase and 1 Each 177.73

Cutting out cracks of roof terrace to V- section , cleaning

278 out, wetting , grouting with cement and sand slurry 1:3 (1- 1 Rmt 66.85

cement 3-sand )

Cutting out cracks roof terrace to V-Section cleaning out

279 and filling solidly with a hot mixture of bitumen and 1 Rmt 77.94

clean dry sand (1:1 by weight)

MISCELLANEOUS BUILDING ITEM 0.00

Only barbed wire Fancing:

Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and

oil painting 3 coats fixed at 2.5 Mt,C/c. with five

280 Horizontan lines and two diagonals of galvanised steel 1 Rmt 391.93

barbed wire weighting 9.38 Kg. per 100 Metre, strained

and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

Construction of B,B,masonery paniyara 23cm. x 75cm. wall

and 15cm x 15cm curbing including fixing precast R.C.C.

arble mosaic (Terrazo) slab of 75mm thickness on top and

smooth finishing in cement plaster in C.M. 1:3 curing etc.

complete including drainage out waste water arrangements.

Constructing a sink (chowkedi) with C.C. 1:2:4, 12cm. thick

over B.B. masonry in C.M,(1:6) in front and dwarf wall

282 Mt.high and 23 cm.thick cement plaster to masonry / in 1 Rmt 2258.02

C.M.1:3) and cement concrete flooring in 1:2:4: mi x 5 cm.

dia. drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and 70 cm

high resting on B.B.Masonry walls 23 cm.thick in

C.M.(1:6) with (i) Fixing or precast R.C.C.1:2:4) 8 cm.

thick slab with marble chips set in C.M. (1:6) (6mm thick

terrazo) with plastering on exposed faces walls in C.M.

(1:4) etc complete.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Constructing a cooking platform 60 cm. width and 70 cm

high resting on B.B.Masonry walls 23 cm.thick in

C.M.(1:6) with (ii) Fixing black kadappa stone 30mm thick

laid on precast R.C.C. (1:2:4) slab with plastering on

exposed faces of wall in C.M. (1:4) etc complete.

Providing and fixing Rajula stone 75mm thick 60mm x

45mm size including fixing in cement mortar as directed.

Providing and laying bilimora type Brick facing in C.M. 1:1

laid over bedding of cement mortar 1:3 (20mm thickness)

including clearing watering scaffolding etc. complete.

Pro. and mixing Migratory Corrosion Admixture having

Specific Gravity 1.01 to 1.04 pH value (Minimum 9.50)

shall be alkaline in nature and having bipolar concrete

penetrating corrosion inhibiting properties, inhabitor shall

be non-nitrite based & have the ability to provide corrosion

protection to both anodic and cathodic sites on the steel

surface, inhibitor-steel complex shall formed polydentate

complexes, having more than one bond with steel per

molecule of inhibitor, with steel surface to promote proper

film formation with enhenced bond to steel, inhibiting the

electro-chemical corrosion reaction, inhibitor shall not have

any adverse effect on concrete compressive strength,

inhibitor shall have a corrosion rate of zero coulombs per

ASTM-G109-2005, admixture shall be conforming to IS

9103 and in liquid form at the rate of 3 kg per cmt vol. of

concrete admixture shall be added to the water during

mixing of cement.

Pro. and mixing Migratory Corrosion Admixture having

Specific Gravity 1.01 to 1.04 pH value (Minimum 9.50)

shall be alkaline in nature and having bipolar concrete

penetrating corrosion inhibiting properties, inhabitor shall

be non-nitrite based & have the ability to provide corrosion

protection to both anodic and cathodic sites on the steel

surface, inhibitor-steel complex shall formed polydentate

complexes, having more than one bond with steel per

288 molecule of inhibitor, with steel surface to promote proper 1 Kg 14.27

film formation with enhenced bond to steel, inhibiting the

electro-chemical corrosion reaction, inhibitor shall not have

any adverse effect on concrete compressive strength,

inhibitor shall have a corrosion rate of zero coulombs per

ASTM-G109-2005, admixture shall be conforming to IS

9103 and in liquid form at the rate of 5% by weight of

cementitious materials.. Etc. complete.

RAINWATER HARVESTING 0.00

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Percolation Bore-well of 160 mm dia including vertical

drilling machine set with ones own all equipment for

drilling including excavation of mud pit , removing sludge

from site and backfilling of mudpit with available soil

including bore well flushing by Heavy Duty air compressor

900 CRM ,1200 psi till clear water comes out complete for

required depth etc. all complete as per instruction.

Percolation Bore-well of 250 mm dia including vertical

drilling machine set with ones own all equipment for

drilling including excavation of mud pit , removing sludge

from site and backfilling of mudpit with available soil

including bore well flushing by Heavy Duty air compressor

900 CRM ,1200 psi till clear water comes out complete for

required depth etc. all complete as per instruction.

Percolation Bore-well of 300 mm dia including vertical

drilling machine set with ones own all equipment for

drilling including excavation of mud pit , removing sludge

from site and backfilling of mudpit with available soil

291 including bore well flushing by Heavy Duty air compressor 1.00 RMT 778.57

900 CRM ,1200 psi till clear water comes out complete for

required depth etc. all complete as per instruction.

Percolation Bore-well of 460 mm dia including vertical

drilling machine set with ones own all equipment for

drilling including excavation of mud pit , removing sludge

from site and backfilling of mudpit with available soil

292 including bore well flushing by Heavy Duty air compressor 1.00 RMT 873.81

900 CRM ,1200 psi till clear water comes out complete for

required depth etc. all complete as per instruction.

Providing and filling best quality of sorted sevaliya

293 Unscreened rounded gravel of apporved size and shape as 1.00 CUM 445.48

per instruction of Engineer In-Charge.

Solid PVC Pipe For Bore/Trench/Road/Floor without

GI Patti Clamp - Providing and fixing 200 mm dia PVC

Finolex/ Supreme/ Prince type B self fit PVC slotted /

round holes at regular interval pipe of IS 13592 and

approved quality including using all necessary PVC fittings

of 6 kg/Cm2 heavy type such as Bore cape , end cap etc

offset etc. including making and reapiring hole /groove in

294 wall/ floors / slab / beams where required including filling 1.00 RMT 958.92

the joints with chemical solution/ rich solvent cement

mixture including doing testing with water and finishing the

hole / groove in wall/ floors/ slab/beams with cement mortar

etc. complete for all heights as per instructions etc.

complete for all heights as per instructions.(A) 200 mm dia

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Slotted PVC Pipe For Bore :- Providing and fixing

mm dia PVC Finolex/ Supreme/ Prince type B of

kg/cm2 self fit PVC slotted / round holes at regular

interval pipe of IS 13592 and approved quality including

using all necessary PVC fittings of 6 kg/Cm2 heavy type

such as Bore cape , end cap etc. including making and

reapiring hole /groove in wall/ floors/ slab/beams where

required including filling the joints with chemical solution/

rich solvent cement mixture including doing testing with

water and finishing the hole/ groove in wall/ floors/

slab/beams with cement mortar etc. complete for all heights

as per instructions etc. complete for all heights as per

instructions.(A) 110 mm dia

Slotted PVC Pipe For Bore :- Providing and fixing

mm dia PVC Finolex/ Supreme/ Prince type B of

kg/cm2 self fit PVC slotted / round holes at regular

interval pipe of IS 13592 and approved quality including

using all necessary PVC fittings of 6 kg/Cm2 heavy type

such as Bore cape , end cap etc. offset etc. including making

and reapiring hole /groove in wall/ floors/ slab/beams where

required including filling the joints with chemical solution/

rich solvent cement mixture including doing testing with

water and finishing the hole/ groove in wall/ floors/

slab/beams with cement mortar etc. complete for all heights

as per instructions etc. complete for all heights as per

instructions.(A) 160 mm dia

Slotted PVC Pipe For Bore :- Providing and fixing

mm dia PVC Finolex/ Supreme/ Prince type B self fit

PVC slotted / round holes at regular interval pipe of IS

13592 and approved quality including using all necessary

PVC fittings of 6 kg/Cm2 heavy type such as Bore cape

end cap etc offset etc. including making and reapiring hole

/groove in wall/ floors / slab / beams where required

including filling the joints with chemical solution/ rich

solvent cement mixture including doing testing with water

and finishing the hole / groove in wall/ floors/ slab/beams

with cement mortar etc. complete for all heights as per

instructions etc. complete for all heights as per

instructions.(A) 200 mm dia

Providing and fixing PVC Rainy water FL 100 filter or

equivalent Dual intensity Rainy water harvesting Filters as

approved , including necessary including filling the joints

298 with chemical solution solvent cement vata in rich mix 1.00 Each 7286.42

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing PVC Rainy water FL 200 filter or

equivalent Dual intensity Rainy water harvesting Filters as

approved , including necessary including filling the joints

with chemical solution solvent cement vata in rich mix

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions.

Providing and fixing PVC Rainy water FL 300 filter or

equivalent Dual intensity Rainy water harvesting Filters as

approved , including necessary including filling the joints

300 with chemical solution solvent cement vata in rich mix 1.00 Each 14358.54

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions.

Providing and fixing PVC Rainy water FL 500 filter or

equivalent Dual intensity Rainy water harvesting Filters as

approved , including necessary including filling the joints

301 with chemical solution solvent cement vata in rich mix 1.00 Each 21002.05

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions.

Providing and fixing/replacing existing broken U-PVC Ball

valve / handal valve 90mm Dia PVC FInolex/ Supreme/

Prince selt- fit pipe B type including necessary with

302 chemical solution/solvent cement vata in rich mix 1.00 Each 600.05

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions. (A) 90mm

Providing and fixing/replacing existing broken/ U-PVC

handal valve /Ball valve 110mm Dia PVC FInolex/

Supreme/ Prince selt- fit pipe B type including necessary

303 with chemical solution/solvent cement vata in rich mix 1.00 Each 814.36

......do.....do..... including returning old material to CD store

etc. complete for all heights as per instructions. (B) 110mm

Providing and filling the plinth/ trench/ ground etc.in

proper layers crushed stone aggregates, chippings etc. of

hard stone of following nominal size free of disintegrated

pieces deletarious and oraganic mater But 20- 25 mm size

machine cut metals of approved quality ….do…do…

Providing and filling the plinth/ trench/ ground etc.in

proper layers crushed stone aggregates, chippings etc. of

hard stone of following nominal size free of disintegrated

pieces deletarious and oraganic mater But 25 - 40mm size

machine cut metals of approved quality ….do…do…

Providing and filling the plinth/ trench/ ground

etc.….do…. But Granular Activated carbon for Water

purifation charcoal of approved quality Acuro or any

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing light weight FRC concrete cover

only size..on top with perforatted FRC concrete cover

307 for manhole size @ 60 X 60cm heavy and of approved 1.00 Each 728.63

quality on top ….do…. x . …..do….do …… etc. all

complete as per instructions.

Providing and fixing light weight FRC concrete cover

only size..on top with perforatted FRC concrete cover

308 for manhole size @ 60 X 45cm heavy and of approved 1.00 Each 600.05

quality on top ….do…. x . …..do….do …… etc. all

complete as per instructions.

Providing and fixing 50 mm tick FRC concrete cover

with 5" thick frame having size 32" x 32" for man hole

on top with perforatted FRC concrete cover for

manhole 600 mm dia or Square size @ 60 X 60cm heavy

and of approved quality on top including removing/

309 dismentalling existing C.I. frame/ R.C.C frame/ cover etc. 1.00 Each 1555.86

inlcuding Rich cement grouting/ vata alround/ watering,

testing the work including depositing the available C.I.

material to C.D. store,cleaning the site etc. all complete as

per instructions.

Providing and fixing 50 mm tick FRC concrete cover

with 5" thick frame having size 32" x 24" for man hole

on top with perforatted FRC concrete cover for

manhole 600 mm dia or Square size @ 60 X45cm heavy

and of approved quality on top including removing/

310 dismentalling existing C.I. frame/ R.C.C frame/ cover etc. 1.00 Each 1683.17

inlcuding Rich cement grouting/ vata alround/ watering,

testing the work including depositing the available C.I.

material to C.D. store,cleaning the site etc. all complete as

per instructions.

Bore Well flushing in existing bore well / developing by

Heavy Duty air compressor 900 CRM,1200 Psi and as per

instriction including borewell development with heavy duty

compressor machine set .

OTHER ITEM 0.00

Providing and fixing Stainless Steel Sink Glossy and

Satin made from anticorrosive ASIS 304 grade S.S. of

mm thick with overall size 610 x 460 mm and bowl size

312 560 x 410 x 200 mm size 22x18x 9 inch including fixing in 1.00 NOS. 3179.96

sandwich platform and cutting kota and granite using one's

own materials, tools and tackles all complete as per

instructions of EIC Approved Make.

Providing un-skilled labours using one' own

transportation and supervising labours for the various works

for 8 hours as per given instructions by Engineer Incharge.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and commissioning the excavator by mechanical

equipment like JCB machine set with operators & N.O.C.

from Traffic department for carrying out the excavation

work/ demolision and or removal of construction debris/

314 braking by Bucket/braker attached in boom/ in plain area 1.00 Hour 726.15

and down area and depositing excavated material as and

where directed complete with levelling uneven surface as

per instructions.

Labour for carting the debris of old materials etc. by using

one's own tractor- trailors & N.O.C. from Traffic

315 department with labours for loading and unloading rubbish 1.00 Trip 385.75

etc.as and where the directed within the campus/ out side

Providing and commissioning the mechanical surface

dresser/ dozzer of tractor mounted or any other

mechanical mean & N.O.C. from Traffic department in light

jungle, grass, shrub and vegetation etc. removed including

removing the desposal of un-serviceable materials etc. as

per instructions.

Providing and commissioning the Power Shovel hydraulic

excavator by mechanical equipment like Hitachi EX 200 /

EX 300 machine set with operators & N.O.C. from Traffic

department for carrying out the excavation work and or

removal of construction debris in plain area and down area

and depositing excavated material as and where directed

complete with levelling uneven surface as per instructions.

Providing and commissioning the hydraulic crane by

mechanical equipment like Hydra Crane 14 Ton to 20 Ton

machine set with operators & N.O.C. from Traffic

department for carrying out the excavation work and or

318 removal of construction debris in plain area and down area 1.00 Hour 1371.56

and depositing excavated material as and where directed

complete with levelling uneven surface as per instructions.

Providing and commissioning the 10 to 12 T Vibratory

Power Roller by mechanical equipment like machine set

with operators & N.O.C. from Traffic department for

carrying out the work and as and where directed complete

with levelling uneven surface as per instructions.

Provinding and adding into the cement concrete / cement

mortar of SBR Latex waterproofing chemical compounds

320 like SIKA latex power /Dr.fixit 301 of approved make ISI 1.00 LITRE 385.75

mark approved by engineer etc. as per instructions.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and rebaring treatement for anchoring raw

TMT bars for old and new reinforcement by uing HILTI-

150 chemical using all tools and tackles Including testing

the same as per design of structural consultant/ engineer etc.

complete as per instructions. For 8mm dia TMT bar.

Providing and rebaring treatement for anchoring raw

TMT bars for old and new reinforcement by using HILTI-

150 chemical using all tools and tackles …do….do….

Including testing the same as per design of structural

consultant/ engineer etc. complete as per instructions. For

10mm dia TMT bar.

Providing and rebaring treatement for anchoring raw

TMT bars for old and new reinforcement by using HILTI-

150 chemical using all tools and tackles …do….do….

Including testing the same as per design of structural

consultant/ engineer etc. complete as per instructions. For

12mm dia TMT bar.

Providing and rebaring treatement for anchoring raw

TMT bars for old and new reinforcement by using HILTI-

150 chemical using all tools and tackles …do….do….

Including testing the same as per design of structural

consultant/ engineer etc. complete as per instructions. For

16mm dia TMT bar.

Providing and fixing 50 mm dia. metal pipes props

heavy in required height with jacking facility, etc. and

removing after instructions and clearance of structural

engineer/ authority as directed.

Application of polymer modified mortar to the damaged

strucuture: Chip off loose weak unsound concrete from the

damaged structural member upto the depth of sound

concrete, removal of corrosion scales on corroded

reinforcement after removal of corrosion scales all exposed

cone. surface shall be cleared. Apply alkaline based rust

converter in two coats with a time interval between two

coats, then apply two coats of IPN coating to the exposed

corroded bars, apply CI (corrosion inhabitor) by brush/

spray over the concrete (avoid coating on steel). After

spraying of inhibitor, bond coat of epoxy-latex based

polymer shall be brush applied to the concrete as well as

steel surface, the subsequent 15 to 40 mm thick application

of polymer modified mortar must be applied before the

bonding coat is hardset. (The details / instructions of

preparing of polymer modified mortar are given in the

methodology of work)

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing & fixing ISI mark TATA Durashine OR

equivalent in rate & quality approved by Engineer Incharge

0.52 mm thick M.S. box profile roofing sheet, duly AZ -

150 GSM coated, top coat with powder of Jindal/ Tata/

National/Ispat make and all necessary accessories such as

corners, flushing, ridge, self trap screws and Galvanized

iron 'J' or 'L' hook bolt and nut 8mm dia & of required

length with bitumen and G.I. Limpet washer filled with

327 white lead etc. consumables materials, tools and tackles and 1.00 SQM 858.50

including overlaping sheets by minimum two ridges or

200mm on both directions etc.excluding the cost of Purlins,

rafters and trusses, using one's own C.M. (1:2) for smooth

cement vata as per existing, watering, cleaning the site

including testing of work by water jet etc. all complete at all

heights with necessary scaffolding as per instructions.

Providing & fixing ISI mark TATA Durashine OR

equivalent in rate & quality approved by Engineer Incharge

0.62 mm thick M.S. box profile roofing sheet, duly AZ -

150 GSM coated, top coat with powder of Jindal/ Tata/

National/Ispat make and all necessary accessories such as

corners, flushing, ridge, self trap screws and Galvanized

iron 'J' or 'L' hook bolt and nut 8mm dia & of required

length with bitumen and G.I. Limpet washer filled with

white lead etc. consumables materials, tools and tackles and

including overlaping sheets by minimum two ridges or

200mm on both directions etc.excluding the cost of Purlins,

rafters and trusses, using one's own C.M. (1:2) for smooth

cement vata as per existing, watering, cleaning the site

including testing of work by water jet etc. all complete at all

heights with necessary scaffolding as per instructions.

Providing/fabricating and fixing S.S.Fabricated railings

on staircase/Ramps with frame safety bars etc. as per

given pattern and using different stainless steel sections

i.e.50mm dia x 1.5mm thick S.S.pipe of AISI 304 grade

as the top hand rail, with mitred junctions, supported by

40mm X 40mm. square pipe x 1.50 S.S. balusters of AISI

304 grade, floor mounted by means of 110mm. dia X

10mm. thick base plate, having set of 4 studs in the base,

329 with intermediates 3 nos. 16mm. dia. X 1.20mm thick 1.00 RMT 3246.75

horizontal S.S.pipes of AISI 304 grade, including all the

required fittings & fixtures etc. as per design & directions

and of required size & shape etc. complete with all

smithy/civil/carpentry works using one's own electric

welding machine-sets etc. complete for all height as per

instructions. Notes :- 1. The Contractor is requested to

prepare a sample of S.S.railing for one ramp as directed

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and wet drilling accurate and clean holes of

specified diameter in RCC walls, slabs, beam or any other

RCC memberwithout vibration by core cutting (diamond

drilling) machine of HILTI or equivalent including

330 scaffolding, safety majors, disposing the debris, cleaning for 1.00 EACH 685.78

all levels/ all height as per structural consultant's drawing,

after approval of engineer in charge etc compete. Holes

shall made by authorized approved agency. a) Holes Up to

Providing and wet drilling accurate and clean holes of

specified diameter in RCC walls, slabs, beam or any other

RCC member without vibration by core cutting (diamond

drilling) machine of HILTI or equivalent including

331 scaffolding, safety majors, disposing the debris, cleaning for 1.00 EACH 771.50

all levels/ all height as per structural consultant's drawing,

after approval of engineer in charge etc compete. Holes

shall made by authorized approved agency. a) Holes of

Providing and wet drilling accurate and clean holes of

specified diameter in RCC walls, slabs, beam or any other

RCC memberwithout vibration by core cutting (diamond

drilling) machine of HILTI or equivalent including

332 scaffolding, safety majors, disposing the debris, cleaning for 1.00 EACH 942.95

all levels/ all height as per structural consultant's drawing,

after approval of engineer in charge etc compete. Holes

shall made by authorized approved agency. a) Holes of

Providing and fixing PVC / G.I. chiken mesh / wire mesh

Jalee 16 x 24 of approved quality for cement plaster work

333 in requried shape and size including the nails and khilas, 1.00 SQM 185.86

G.I./M.S. wires etc. complete using one's own scaffolding,

ladders etc. for all heights as per instructions.

Chain link fencing With New Angle Post:

Providing and fixing 1.20 meter high Chain link fencing of

2", 10 x10 gauge with 2.00mt long M.S. Angle posts 40 mm

x 40 mm x 6mm and applying one coat of anti-corrosive

metal primer and two coats of synthetic enamel paint of

"asian paints" and approved shade including fixed at 2.5mtr.

c/c strained and fixed to post with G.I. staples, including

334 fixing posts in ground with 0.5 x 0.5 x 0.5 mtr block in 1.00 SQM 600.05

C.C. (1:4:8) and M.S. Angle posts 40 mm x 40 mm x 6mm

as cross bracing post @ 10 mtr.c/c as well as 2 bracings

posts at every right angle turn including 2 raws of

G.I.barbed wires weighing 9.38 Kg./ 100 mtr. also curing,

watering and testing of entire work etc. all complete as per

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Chain link fencing on Exising Angle Post: Providing

and fixing 1.20 meter high Chain link fencing of 2",

335 x10 gauge fixed to existing angle posts with G.I. staples, 1.00 SQM 300.02

and testing of entire work etc. all complete as per

Providing and laying polished machinecut 18mm thick Ita

Gold Marble/ Jodhpur Stone with mirror polish stone in

require size and shape of approved quality & size for

flushed with wall plaster along with 10mm groove

separating skirting and wall plaster, also in staircase, dedo,

336 jambs, sills and pillars laid on 20 mm thick cement mortar 1.00 SQM 2172.63

1:3 (1 cement : 3 fine sand) and jointed with colour cement

slury and colour pigments including edging, rubbing and

polishing etc.all complete as per the architectural details

and as per the instructions.

FLOORING ( Vitrified Ceramic tile ) Providing and

laying in place 10 mm thick matt finish 600X600 mm

size full body vitrified ceramic tile complying with

Dhrangadhra or Kota stone, Terrakota or any approved

dark and light shade colour matching of approved make

like Restile, Simpolo, Varmora or equivalent as per

selection, flooring over 20 mm (average) base of cement

mortar 1:6 ( 1 cement: 6 coarse directly or on the existing

337 sandstone floor duly cleaned thoroughly and fixed with tile 1.00 SQM 1200.11

fixing adhesive compound of approved make like kerakoll,

Mapei or equivalent as per instructions complete with

providing and laying Epoxy grout for 3 to 4 mm Spacer

complete or as per EIC Design Make :- Laticrete / Bal

Endura or Equivalent epoxy grout joint filler of approved

make and colour as per instructions complete in all aspects

for all heights complete.

Labour for carefully removing/ dismentalling existng

broken /damaged terrazzo/ kota stone etc. and cleaning

the top/sides/ dedo and providing and laying 20mm average

thick base cement mortar (1:4) for base and providing and

laying 25mm thick single side Green polisehd kota stone

338 of approved quality and machine cut in required size and 1.00 SQM 819.04

shape for cooking/ laboratory paltform and joints with

grey cement slurry inclduing rubbing, polishing, molding,

curing, ....do....do...... cleaning the site watering etc.

complete for all heights as per instructions.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying polished machinecut

18 mm thick Green marble slab with mirror polish

stone in require size and shape of approved quality & size

for flushed with wall plaster along with 10mm groove

separating skirting and wall plaster, also in dedo, jambs,

339 sills and pillars laid on 20 mm thick cement mortar 1:3 (1 1.00 SQM 1579.90

cement : 3 fine sand) and jointed with colour cement slury

and colour pigments including edging, rubbing and

polishing etc.all complete as per the architectural details

and as per the instructions.

Providing and laying polished machinecut 18mm thick

Jaisalmer Yellow Marble with mirror polish stone in

require size and shape of approved quality & size for

flushed with wall plaster along with 10mm groove

separating skirting and wall plaster, also in staircase, dedo,

340 jambs, sills and pillars laid on 20 mm thick cement mortar 1.00 SQM 2567.76

1:3 (1 cement : 3 fine sand) and jointed with colour cement

slury and colour pigments including edging, rubbing and

polishing etc.all complete as per the architectural details

and as per the instructions.

Providing and laying polished machinecut

18 mm thick R Black granite slab with mirror polish

stone in require size and shape of approved quality & size

for flushed with wall plaster along with 10mm groove

separating skirting and wall plaster, also in staircase, dedo,

341 jambs, sills ,platform, pillars laid on 20 mm thick cement 1.00 SQM 1413.53

mortar 1:3 (1 cement : 3 fine sand) and jointed with colour

cement slury and colour pigments including edging, rubbing

and polishing etc.all complete as per the architectural

details and as per the instructions.

Providing and laying polished machinecut

18 mm thick Galaxy Black Granite/ Lakha Red

Granite slab with mirror polish stone in require size and

shape of approved quality & size for flushed with wall

plaster along with 10mm groove separating skirting and

342 wall plaster, also in staircase , dedo, jambs, sills ,platform, 1.00 SQM 2979.44

pillars laid on 20 mm thick cement mortar 1:3 (1 cement :

fine sand) and jointed with colour cement slury and colour

pigments including edging, rubbing and polishing etc.all

complete as per the architectural details and as per the

Providing and fixing G.I Barbed wire weighting 9.38 k.g/

343 100 rmt fencing using own own clips, stappels etc. 1.00 RMT 25.97

complete for all height as per instructions.

Providing and erecting M.S. - H frame scaffolding for

various works in campus using one's own tools and tackles

with all safety measures as per instructions of Engineer In-

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing, fabricating and fixing for structural steel ISI

mark for Railing, Parking Shed, Main Gates, Roof Truss

etc. as per existing design or as per given design and

direction using one's own different M.S. -S.H.S /R.H.S

Hollow sections or Box sections or Pipe Sections

including necessary M.S. bolts, nuts, washer sets including

345 making and repairing cut, hole, groove, joints etc.including 1.00 KG 109.72

'asian paints' make one coat of metal primer etc. complete

with all smithy/ civil/ carpentery work using one's own

electric welding machien set etc.complete for all heights as

per instructions.- Only weight of Hollow / Box / Pipe

Sections will be considered in measurement.

Application of fibre plaster in cement mortar to the

damaged structure of R.C.C. and at any height & depth with

all tools and scaffolding etc.: Chip off loose weak unsound

concrete from the damaged structural member upto the

depth of sound concrete, removal of corrosion scales on

corroded reinforcement after removal of corrosion scales all

exposed cone. surface shall be cleared. Apply alkaline

based rust converter in two coats with a time interval

between two coats, then apply two coats of IPN coating to

the exposed corroded bars, apply CI (corrosion inhabitor)

by brush/ spray over the concrete (avoid coating on steel).

After spraying of inhibitor, bond coat of epoxy-latex based

polymer shall be brush applied to the concrete as well as

steel surface, the subsequent 15 to 25 mm thick application

of cement mortar (1:3) adding RECRON fibres /SIKA

fibres/ Thermax/ FOSROC make as mfg.'s direction(The

details / instructions of preparing of cement mortar & fibre

are given in the methodology of work)

Applying 15 mm thick stone crete / wash terrazo finish

plaster on exterior rough /smooth plaster wall using 1 to

Nos. colour or white stone chips 1:1:2 (1 cement :

Dolomite Powder : 2 Stone Chips) as required pattern and

347 design with staging scaffolding and curing including 1.00 SQM 606.05

gridning with mechanical grinder for bonding with old

surface and applying chemical bonding coat with new and

old surface etc. complete as specified and directed for all

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

WATER REPELLENT COAT (EXPOSED BRICK

MASONRY / STONE CRETE , WASH TERRAZO &

LIME PLASTER WORK) Cleaning the surface

thoroughly and preparing for the application of water

repellent chemical coating as a final process of

consolidation of materials, by first completely removing of

any dust settled in the meantime on the surface by air

compressor blow including necessary grinding / rubbing of

bricks using mechanical grinder / sand paper with curing,

348 scaffolding etc. Apply 3 coats of specified waterborne 1.00 SQM 300.02

modified Silane or Silicate based chemical solution suitable

for brick & stone surfaces and siloxane-based for lime

plastered surfaces of approved make like Wacker OH

or Dow Corning Dowsil Z-6689 or equivalent, as per

manufacturer’s guidelines and instructions.etc. for all

heights.complete in all aspects contractor give guarrantee

of 5 years on Rs 300 stamp paper.

For Exposed Brickwork/ Brick cladding work only

above plinth for rubbing the brick surface, special designer

pointing as per instruction of EIC in Cement Mortar ( 1 : 3 )

/ Lime Mortar (1:3) the joints to achieve uniform finished

look as per architect's instructions & to his satisfaction.(The

extra rate for labour for rubbing the bricks and labour and

material for pointing shall be the cost included in this rate.

The area considered for payment shall be the exposed area

only. The other plastered side or edges not done in exposed

shall not be considered for payment) complete as specified

and directed for all heights.

Labour for half round moulding and polishing in granite

350 any other stone using one's own tools and tackles all 1.00 Rmt 86.83

complete as per instructions of EIC.

Labour for half round moulding and polishing in kota or

351 marble or any other stone using one's own tools and all 1.00 Rmt 52.10

complete tackles as per instructions of EIC.

Labour for removing and Re- fixing available pre-cast

inter locking concrete paver block including 75mm Sand

layer for levelling and filling the joint with sand in proper

line and level etc complete.

Labour for removing and Re- fixing available kotastone

including 50 mm thick 1: 6 Cement : Sand layer for

levelling and filling the joint with cement slurry in proper

line and level etc complete.

Labour for removing and Re- fixing available pre-cast

kerb block including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing a Semi mirror polishing to existing kota stone

surface after completion of furniture work including

champhered and polished exposed edges, rebates, grooves

355 with required grade of emery etc. complete as per 1.00 SQM 128.58

satisfaction of Architect and Engineer in charge. Emery No.

0,1, 2, 3 and 4 in repeting manner

Providing a Mirror polishing to existing kota stone

surface after completion of furniture work including

champhered and polished exposed edges, rebates, grooves

with required grade of emery etc. complete as per

satisfaction of Architect and Engineer in charge. Emery No.

0,1, 2, 3 , 4 ,5 and 6 in repeting manner

Providing and laying 300 mm x 300 mm size Full body,

anti skid , heavy duty tile having thickness 10mm for

flooring over 20 mm (average) base of cement mortar 1:6 (1

cement : 6 coarse sand ) on new surface or fixing on

existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color

cement slurry including finished with flush pointing &

cleaning the surface etc.

Providing and laying 300 mm x 300 mm size Tactile Tile

WarningTiles (Attention Tiles ie.TactileWarning Surface

Indicator (TWSI)) of Johnsan Endura Tac Button Yellow

Plus or equivalent make having 15 mm thick Full body

heavy duty tile for flooring over 20 mm (average) base of

cement mortar 1:6 (1 cement : 6 coarse sand ) on new

surface or fixing on existing flooring by adhesive material

This tiles shall be AntiSkid, ChemicalResistant, FadeProof,

358 Frost Heat & Weather Proof, High Flexural Strength 1.00 SQM 1558.43

,HighlyDurable, StainResistance All Tactile Warning Tiles

meet the specific size and dimension standards as required

by ISO/FDIS23599 including dismentaling of existing

flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc.

asper detailed drawing etc. complete as directed by

Architect or Engineer incharge.

Providing and laying Epoxy grout for 4 to 5 mm Spacer

359 complete or as per Arc. Design Make :- MYK Laticrete / 1.00 SQM 230.77

Bal Endura / Roff/ Kerakol or Equivalent

Supply and Fixing of Grid paver/ Grass paver of size

x 400 x 80mm thick over 75mm thick sand layer bed

360 fixing in required line and level, filling the joints as 1.00 SQM 985.81

directed, watering etc. all complete as per instructions in

good finish and colour as per approved by EIC.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and laying 25mm thick Green machine cut

River Finish Kota stone slab of all shape and size for

flooring over 20mm -40mm thick base of cement mortar

(1:6) (1cement : 6sand) filling joints and floating coat of

361 neat cement slurry including making and requiring joints, 1.00 SQM 728.63

holes grooves etc. and other tools cables extension board for

electric supply etc. complete for all heights as per

instructions. Kota Size : 600 x 600 mm right angle in size

Brick masonary for exposed brick work using 'Shreenath'

first quality or equivalent i.e.super bricks in cement

mortar 1:6 (1cement : 6 sand) using bricks of approved

quality having crushing strength not less than 35kg/cm.sq.

for super structure in all shapes as per architectural details

such as arches,projections, etc. including necessary cutting

362 of bricks, grinding, rubbing etc with curing, scaffolding 1.00 CUM 7982.82

etc.including cement:fine sand slurry in (C.M. 1:1) on

every third layer, the joints of masonary to be racked to

minimum depth of 10 mm etc. all complete in required line

and level to work at all height/depth as per the instructions.

Providing and constructing Exposed Brick work using

special brick cladding of CT-1 JAI JALARAM BRICKS

GODHRA/ RADHA KRISHNA BRICKS first quality or

equivalent above Plinth to construct exposed brickwork

using well shaped full bricks, with dimensional accuracy,

neat edges & clean joints etc. in cement mortar 1:4

(1cement : 4 sand) at all heights and depths using staging

scaffolding and curing including grinding, pointing and

applying bonding coat with new and old surface etc.

complete as specified and directed

Brick masonry for exposed brick work using 'T-1 Jai

Jalaram Bricks' Godhra / RADHA KRISHNA BRICKS

Godhra first quality i.e. super bricks or equivalent in cement

mortar 1:5 (1cement : 5 fine sand) using bricks of approved

quality having crushing strength not less than 35kg/cm.sq.

for super structure in all shapes as per architectural details

such as wall thickness 23cm thick / 35 cm thick / partition

364 etc.for full walls, parapet, arches, projections, etc. including 1.00 CUM 22905.43

necessary cutting of bricks, grinding, rubbing etc with

curing, scaffolding etc.including cement: fine sand slurry in

(C.M. 1:1) on every third layer, the joints of masonry to be

racked to minimum depth of 10mm etc. all complete in

required line and level in superstructure above plinth level

for all heights as per the instructions.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and Fixing Polished Terakota Brick jali using

approved quality Brick Tile/Brick Jali having Dimenstion

(8" X 8") to construct decorative Brick tile wall using well

shaped Brick Tile with dimentional accuracy, neat edges &

clean joints etc, by using specified Eopxy based adhesive at

all heights using staging scaffolding and curing including

gridning, pointing etc. complete as specified and directed.

Approved Make : Jai Jalaram Bricks Godhra , Radha

Krishna Bricks Godhra

Providing and filling the plinth/ trench/ ground etc. with

Garden soil / selected earth of Padmala brought from out

366 side with ncessary Royalty pass and laying in layers not 1.00 CUM 510.05

exceeding 20cms. in depth consolidating, watering cleaning

the site etc. complete as per instructions.

Supplying and filling in sunk slab with Cinders in layers

367 of 20cm. thickness including watering, remming and 1.00 CUM 2597.40

consolidating etc.complete.

Providing, spreading and filling the plinth/ trench/ ground

etc. with selected Quarry Dust/Stone Dust brought from

out sidewith ncessary Royalty pass and laying in layers not

368 exceeding 20cms. in depth consolidating, watering cleaning 1.00 CUM 412.56

the site etc. complete as per instructions.

Labour for removing, cutting/ uprooting grass,debris,

leaves, wilds, grass, thorny plants including scrapping,

weeding, sweeping and throwing the rubbish outside the

campus as and where directed by mechanically all

369 complete as per the instructios including all necessary 1.00 SQM 2.87

tools,labours etc. including throwing the out side of the

campus as per instructions. (The above said waste will not

be allowed to set on fire). By Mechanically

Labour for removing, cutting/ uprooting grass,debris,

leaves, wilds, grass, thorny plants including scrapping,

weeding, sweeping and throwing the rubbish outside the

campus as and where directed by mannnually all complete

370 as per the instructios including all necessary tools,labours 1.00 SQM 8.10

etc. including throwing the out side of the campus as per

instructions. (The above said waste will not be allowed to

set on fire). By Mannually

ROAD WORK ITEM 0.00

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta /

bump patta lane /center line / edge line/cut patta. The white

371 color marking should provide liminance coefficinet on 1.00 SQM 367.72

cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet

theperformance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-

15 of IRC 35-2015. Warranty forthe Retro reflectivity

should be two years.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No Glass

bead lens) capable of providing total internal reflection of

the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

The height, width and length shall not exceed 20 mm,

372 mm and 130 mm and with minimum reflective area of 13 1.00 No. 217.40

Sqcm on each side and the slope to the base shall be 35 +/-

5 degree. The body of the marker should having finger grip

for easy and accurate placement and application with epoxy

/ bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Labour charges for laying R.C.C floor of M-250 / M-200

grade of concrete (trimix) to be concreted in alternate

panels. The panel shall be formed on four sides with M.S

channel bolted in position for forming the size. The entire

concrete mass shall be vibrated with skirt vibrator so as to

bring out slurry on top and smooth finished integrally as per

instruction of engineer in charge using vaccum de watering

system as per manufacturer's specification including

applying "NITO FLOOR HARD TOP" or equivalent

(Fosroc,Faircrete, sika applied at the rate of 4.5 kg / 10 sqm

on RCC floor as per manufacturer's specification ) after

373 base concrete has stiffened to the point when light foot 1.00 sqm 154.30

traffic leaves an imprint of about 3 mm. Any bleed water

should have evaporated including fixing expansion joints

with 20 mm thick salitex boards fitting, joint cutting, filling

bitumen curing etc. complete as per instruction of site

engineer. Excluding steel & including form work with all

tools, plants , machinery and all cost of chemical required

for trimix concrete including groove cutting 4 to 5 mm wide

and 60 mm deep at every 8 to 10 meter distance including

black polythin sheet before placing steel.

Providing and laying wet mix macadam 150mm

compacted thickness first layer of each 150mm thick of

Grading-I using B.T. M.C. metal 45mm to 63mm size in

374 layer including using 13% stone screening, 13.2 mm size 1.00 CUM 997.66

and 7% stone dust as filler including spreading, watering,

consolidating with roller as per MORTH specification etc.

all complete as per instructions.

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Preparing surface by Brushing with wire brushes for

removing caked mud etc. sweeping with brooms and finally

376 fanning the cleaned surface with gunney bags to remove all 1.00 sqm 28.60

loose dirt etc.(i) Water bound macadam surface (New)

Preparing surface by Brushing with wire brushes for

removing caked mud etc. sweeping with brooms and finally

fanning the cleaned surface with gunney bags to remove all

loose dirt etc.(ii) Black top surface.

Suppliying of graded stone aggregate of following sizes

378 (for W.B.M. Road) (3) Crushed stone aggregate for Hard 1.00 cum 425.92

Quality up to 63 mm size

Providing and supplying evenly priming / tack coat with

379 bitumen @ rate of 10 Kg/ Sq.M. (including heating the 1.00 sqm 6.91

bitumen but excluding the cost of bitumen)

Add/Deduct for any item of bituminious work for extra/less

use of bitumen (including heating)

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Providing and fixing Rubber Speed Breaker Hump

381 having size of 500 x 350 x 50 mm size in yellow and black 1.00 RMT 1285.83

color as per instruction of EIC.

LAYING OUT CARPET LAWN : preparing soil for

planting by Laying out carpet lawn including supplying and

mixing Farm Yard Manure at the rate of 5 cu.m per

382 sq.mt area, providing and planting suckers of pure dharo 1.00 SQM 303.63

(doob) grass roughly at 10 cm x 10 cm. distance and

maintaining till well established etc complete( about

Providing and fixing 1.80 Mt. height and 45 cm dia round

Tree Guard by using 32mm x 32mm x 3mm size vertical

M.S. Angle and 50x50mm 10guage welded steel mesh

framing on 32x3mm M.S.Flats and M.S.sheet name plate

200x50mm as per design incl. one coat of primer and two

coats of oil painting etc. complete.

Structural strengthening of beams & column by CFRP

Wrapping: Providing & Carrying out strengthening of concrete

members viz. Columns in confinement and Beam in shear by U or

O shape in bands of 200/250mm(w) and spacing of 400 to

mm (s) C/c of band as per drawing and details, using Composite

strengthening system CFRP wrapping using Carbon fiber

wrapping of uni-directional weave having thickness of wrap,

Tensile strength, Modulus of elasticity and elongation at Break as

per datasheet of manufacturer considered in DESIGN BASE for

the type of carbon wrap of approved make such as FOSROC

Nitowrap EP(CF)200GSM System or equivalent of BASF or STP

based on design including surface cleaning, installing layer of

wrapping, primer, Saturant and sprinkling sand for further

384 protection on final layer etc. complete. at all heights. Surface 1.00 SQM 4886.19

Preparation of RCC Members to accept wrapping including

removing undulation by grinding and filling blow holes, minor

depression using epoxy putty @ 0.3 kg / sq.mt only and rounding

corners to min radius of 25mm / 50mm as per design so to make

surface ready for accepting composite strengthening system etc.

complete.Item rate is inclusive of the all material, labour, tools,

temporary supports for structures, plant and machineries, curing

etc. complete as directed by Engineer-in-charge and/or consultant

Rates are for measurement of Carbon fiber used and installed.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Structural strengthening of beams & column by GFRP

Wrapping: Providing & Carrying out strengthening of concrete

members viz. Columns in confinement and Beam in shear by U or

O shape in bands of 200/250mm(w) and spacing of 400 to

mm (s) C/c of band as per drawing and details, using Composite

strengthening system GFRP wrapping using E-glass fiber

wrapping of uni-directional weave having thickness of wrap,

Tensile strength, Modulus of elasticity and elongation at Break as

per datasheet of manufacturer considered in DESIGN BASE for

the type of carbon wrap of approved make such as FOSROC

Nitowrap EP(GF) System or equivalent of BASF or STP based on

design including surface cleaning, installing layer of wrapping,

385 primer, Saturant and sprinkling sand for further protection on final 1.00 SQM 3686.07

layer etc. complete. at all heights. Surface Preparation of RCC

Members to accept wrapping including removing undulation by

grinding and filling blow holes, minor depression using epoxy

putty @ 0.3 kg / sq.mt only and rounding corners to min radius of

25mm / 50mm as per design so to make surface ready for

accepting composite strengthening system etc. complete.Item rate

is inclusive of the all material, labour, tools, temporary supports

for structures, plant and machineries, curing etc. complete as

directed by Engineer-in-charge and/or consultant

Rates are for measurement of Glass fiber used and installed.

HERITAGE BUILDING WORKS

EXPOSED BRICK MASONRY WORK - SURFACE

Cleaning of exposed brick masonry wall surface having

historic lime mortar pointing work, first by dry method

using coconut coir natural fibre rope (Kathi) loop handball

and Palmera bristle natural brushes by rubbing and

scrubbing the surface in circular motions to remove settled

dirt, flakes, and scaling materials plus dead residues of

lichens and algae on the surface completely; Next cleaning

by air compressor to remove minutest foreign particles in

the dry state and then Washing of the surface by clean water

through rinse method to remove and dilute all unnecessary

dust and powder. Removing any plant or vegetative growth

in fully wet condition including all roots up to its depth

completely by notching, raking or scratching by proper

tools; again washing of all residues with pressurized water

jet then pouring of white distilled vinegar, or hot burnt lime

and then bleach the spots as per instruction allowing it to

remain for 2/3 days, before washing it with borax/ boric

acid thoroughly – whenever plant growth has occurred.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Water wash the spots and allow them to dry before overall

exposed brickwork surface cleaning, first with clean water

and then bleaching liquid (bio-wash) having near-neutral

PH like Weather coat Bio-wash Berger paint Make and

water in a specified mix solution through water rinse

method and scrubbing with coconut coir / Palmera natural

fibre/bristle loop or brushes. Washing with clean water in

rinse method again to remove all unnecessary stuff from the

surface and dry it with air-jet in the sequence, If required in

certain stubborn patches, repeat the procedure. If any

effloresce powder appears on the surface, remove them with

the coconut coir / Palmera natural fibre bristle brushes and

blow away the residue with air-jet before preparing the

surface ready for repointing, repairing, replacing and finally

weather protective or repellent coats, complete in all aspects

and as per the instructions.

LIME PLASTERED EXTERIOR - SURFACE

Cleaning of all lime plastered surfaces exposed to exterior

conditions having existing finishing coat or without

finishing coat state, by dry method using coconut coir

natural fibre rope ( Kathi ) loop handballs or/and Palmera

bristle brushes through rubbing and scrubbing the surface in

circular motions to remove settled dirt, flakes, pollutants

and scaling materials plus dead residues of moss, lichens,

and algae on the surface completely, then cleaning through

air compressor to remove minutest foreign particles in the

dry state only. Washing the surface by clean water by rinse

method to remove and dilute all unnecessary dust and

powder. Also removing any plant or vegetative growth in

fully wet conditions including all roots completely by

notching, racking or scratching by proper tools, up to the

depth of roots. Again washing away all the organic residues

with pressurized water jet before pouring of white distilled

vinegar and bleach allowing it to remain for 2/3 days as per

instructions before washing with borax / boric acid

thoroughly wherever plant growth has occurred.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Water wash the spots and allow them to dry before filling

freshly burnt lime slurry completely. Now overall lime

plastered surface cleaning to be done, first with clean water

and then with specified solution mix of bleaching liquid

(bio-wash) having near neutral PH and water through water

rinse method and scrubbing with coconut coir / Palmera

natural fibre/bristle loop or brushes only.No wire brush is

allowed to rub or clean the lime plastered surface. Finally

washing away the surface with clean water in the rinse

method to remove all unnecessary stuff from the surface

and dry it with air-jet in the sequence. If required in certain

stubborn patches repeat the procedure. If anything odd

surfacing out of the process later due to material reactions

shall be treated as per conditions and the instructions

pertaining to the same. The cleaned surface shall now be

allowed for treating cracks, surface erosion, deterioration,

delamination, etc. as per diagnosis and remedies on all

exterior lime plastered surfaces as per the conditions and

STONE WORK -SURFACE CLEANING Cleaning of

historic stone - i) all masonry work in ashlar, ii) all

structural stone elements like post, beam, lintels, brackets,

corbels, chhajas, projections and iii) all carved stone

elements like jali, pinnacles, grotesque, onigawara, plaques,

etc. by first by dry method of scrubbing, cleaning by

Palmyra bristles and coconut coir rope loop handballs to

remove settled dust, dead algae, lichens, slimes, moulds,

and any other scaling materials completely and blow away

388 with air-jet to remove minutest particles from the surface. 1 Sqm 505.00

Washing with forced water flow and rinse method to dilute

all unnecessary dust and powder to make the surface ready

for the next stage of work. A combination of hot steam and

approved chemical cleaning best suited to historic stone is

required to remove soiling and vegetative growth as per

instructions. For stubborn patches if any, diluted hand wash

liquid cleaner with water can be used as per conditions &

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

REPOINTING (EXPOSED BRICK MASONRY

WORK) Removing of old broken and damaged lime plus re-

pointed cement-based mortar from between the bricks using

a light hammer and chisel work to open up up to the depth

of sound mortar without damaging the bricks in the opening

of the joints for the pointing work. No power tools are to be

used. Clean up the grooves with stiff-bristled brush and air-

jet in a dry state to remove unwanted materials. Water wash

with a light Jet for grooves to clean and make the substate

wet for the next application. For repointing a suitable

mortar mix ratio shall be decided based on a void ratio of

the joint. The suggested mortar mix shall be 1:1:1 ( 1 lime

putty, 1 finest surkhi, and 1 finest sand ) along with SBR or

RBR based admixture or lime based modified polymer

389 grout of approved make like BASF, Kerakoll or Krishna 1 Sqm 565.60

Conchem. Appropriate pointing tools should be chosen to

suit the width of the joint, to strictly prevent the spread of

mortar and staining on the masonry faces. The mortar shall

be firmly pressed in the dept of the joint and lightly scraped

to provide an open-textured surface.

The flush pointing shall be ruled by a string image after

pasting cement paste coat with proper additives as per the

instructions. The adequate protection shall be done by

providing hessian or jute covering to dampen the repointing

surface regularly to cure the work done as per the length of

time and instructions based on environmental and physical

IMPREGNATING SEALER COAT (STONE WORK)

Providing and applying Alkoxysilane or Tetraethoxysilane

make of Dow Corning or equivalent based stone consolidant

and impregnating sealer coat of approved make and as per

the specifications and instructions complete in all aspects

for all heights.

REPLACING (EXPOSED BRICK MASONRY

WORK) Removing of any damaged brick or brickwork

carefully and Replacing damaged brick by proper cutout

and providing exposed brickwork with first quality brick of

approved make and matching with the historic

brick/brickwork in size, colour, texture, and durability by

appropriate mortar mix having RBR or SBR Latex medium

base admixture of approved make like BASF or Mapei and

levelled & even to the existing surface with rendering

mortar, finally appropriate to pointing and water repellent

treatment complete in all aspect complete.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

RENDERING (EXPOSED BRICK MASONRY

WORK) Repairing of deteriorated or damaged exposed

brick masonry surface through face application by rendering

392 materials, chemicals or admixtures of specified make like 1 SQM 1010.00

BASF or Dr Fixit or equivalent with brick powder matching

with the historic brickwork as per the instructions, in all

Repairing of lime plaster exterior surfaces having

Surface erosion, Fabric or material loss, Damp staining or

absence of skim coat, Rendering of damaged lime plastered

surfaces having physio-mechanical problems by

consolidating with first removing disintegrated surface

material and then with milk of lime having 2 to 3 spongy

dose periodically and allow it to stabilized after gentle

cleaning of the remains and surface with Palmera bristle

brushes and/or coconut coir natural fibre rope loop ball or

cutting the entire patch with inclined edge on inner side to

give dovetail grip depending on the condition of the surface

as per the instruction. Applying of lime mortar plaster coat

in a sufficiently moist to level the surface with mix ratio of

393 1:1:1 or 1:1:2 with lime and fine coarse aggregate - surkhi 1 Sqm 1026.16

and sand having animal hair or reckon fibre or any micro

reinforcement and organic soluble admixtures prepared with

Methi, Gugal, Jaggery etc.as per instructions prior to work.

Allowing sufficient time-lapse and curing and applying the

skim coat of appropriate thickness.

In case of the presence of damp and salts, it is required to

strip the plaster and ensure the wall dry out fully before

applying plaster. The properly slaked lime and mortar

preparation with required organic additives, micro

reinforcements and mastics etc. are to be strictly followed

as per the traditional practices and restoration processes as

per the instructions.

ITEM DESCRIPTION QTY UNIT RATE Amount In (Rs)

Interior work Repairing of lime plaster having Exfoliation,

Delamination, damage due to creep / lateral load, earthquake

damage (cracks) due to shear stresses by Removing of

damaged/delaminated patches from the masonry base, clearing all

loose materials with minor tools and Palmera brushes and cutting

edges sharp and not chamfered to next sound plaster to prepare

the patch for the repair. Raking of masonry joints is to be carried

out to ensure the grip of the plaster as per conditions and

instructions. Thoroughly wet the areas and perform first base coat

with lime mortar in mix ratio of 1:1:2 ( 1 lime, 1 coarse surkhi and

2 coarse sand ) up to 15mm to 20mm thickness having due

process of temping, beating with wooden peg or trowel and