Annual Rate Contract for Civil Works for Various Health Care Facilities at Tal:-Bhachau, Gandhidham & Rapar Dist- Kutch. (Re invite NIT No. 75/02/2025-26)

Name of Work :- Annual Rate Contract for Civil Works for Various Health Care

Facilities at Tal:-Bhachau, Gandhidham & Rapar Dist- Kutch

No.as per Description Proposed

Sr No Item Code NBO Unit Rate

Lime Mortar 1:1 (1-lime putty/ Equivalent

1 02001A 2.5.1 dry Hydrated Lime : 1-Fine sand) cu.m

Lime Mortar 1:2 (1-lime putty/ Equivalent

2 02002A 2.5.2 dry Hydrated Lime : 2-Fine sand) cu.m

Lime Mortar 1:3 (1-lime putty/Equivalent

3 02003A 2.5.3 dry Hydrated Lime : 3 - Fine sand) cu.m

Lime Mortar 1:1.5 (1-lime putty/ Equivalent

4 02004A 0 dry Hydrated Lime : 1.5 Fine sand) cu.m

5 02005A 2.5.11 Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m

6 02006A 2.5.12 Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m

7 02007A 2.5.13 Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m

8 02008A 2.5.14 Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m

9 02009A 2.5.15 Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m

10 02010A 2.5.16 Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m

Cement Mortar 1:3 (1-Cement: 3 - coarse

12 02012A 2.5.19 Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m

13 02013A 2.5.20 Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m

14 02014A 2.5.21 Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m

15 02015A 0 Cement Mortar 1:8 (1-Cement: 8 - fine sand) cu.m

Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry

16 02016A 0 hydrated Lime:1.5 coarse sand) cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

18 04001A 0 upto 50 Meter lead.(A) Loose or soft soil cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

19 04001B 0 upto 50 Meter lead.(B) Dense or Hard soil cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

20 04001C 0 upto 50 Meter lead.(C) Hard Murrum cu.m

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

21 04001D 0 Blasting cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

22 04001E 0 upto 50 Meter lead.(E) Hard Rock cu.m

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)

23 04002A 0 Loose or soft soil cu.m

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)

24 04002B 0 Dense or Hard soil cu.m

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

25 04002C 0 Murrum cu.m

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. (D) Soft

26 04002D 0 rock not requiring Blasting cu.m

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

27 04002E 0 Rock cu.m

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)

28 04003A 0 Loose or soft soil cu.m

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)

29 04003B 0 Dense or Hard soil cu.m

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

30 04003C 0 Murrum cu.m

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.(D) Soft

31 04003D 0 rock not requiring Blasting cu.m

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

32 04003E 0 Rock cu.m

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.(A) Loose

33 04004A 0 or soft soil cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing

off the excavated stuff upto 50 m lead.(B)

34 04004B 0 Dense or Hard soil cu.m

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.(C) Hard

35 04004C 0 Murrum cu.m

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing

off the excavated stuff upto 50 m lead.(D) Soft

36 04004D 0 rock not require Blasting cu.m

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

37 04004E 0 Rock cu.m

Add extra for Disposing off the excavated

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

Add extra for Disposing off the excavated

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

Add extra for Disposing off the excavated

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

Add extra for Disposing off the excavated

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

Add extra for Disposing off the excavated

42 04005E 0 stuff of above items for lead of (E) 400 to 500 m cu.m

Filling available excavated earth (excluding

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited

43 4006 4.12 layer by ramming and watering. cu.m

Filling in plinth with sand under floors

including watering ramming, consolidating and

44 04007A 4.24 dressing complete cu.m

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness

including watering, ramming and consolidating

45 04008A 0 etc. complete. cu.m

Filling in foundation and plinth with brick Bats

Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc.

46 04009A 0 complete. cu.m

Boring holes 3.5 m deep in ordinary soil (for cast

in situ piles) and getting out the soil and disposal

of the surplus excavated soil as directed within a

lead of 50 Meter for following diameter of

47 04010A 4.27 pipes.(i)200 mm Each

Boring holes 3.5 m deep in ordinary soil (for cast

in situ piles) and getting out the soil and disposal

of the surplus excavated soil as directed within a

lead of 50 Meter for following diameter of

48 04010B 4.27 pipes.(ii) 250 mm Each

Boring holes 3.5 m deep in ordinary soil (for cast

in situ piles) and getting out the soil and disposal

of the surplus excavated soil as directed within a

lead of 50 Meter for following diameter of

49 04010C 4.27 pipes.(iii) 300 mm Each

Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(i)

Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(ii)

Extra for under reaming inside the bore Holes for

under reamed piles of following Diameter.(iii)

Add to or deduct from the rate for Bore Holes of

3.5 m Depth, if bore holes are made deeper or

shallower than 3.5M. for Piles of following

53 04012A 4.29 diameter.(i) 200 mm Each

Add to or deduct from the rate for Bore Holes of

3.5 m Depth, if bore holes are made deeper or

shallower than 3.5M. for Piles of following

54 04012B 4.29 diameter.(ii) 250 mm Each

Add to or deduct from the rate for Bore Holes of

3.5 m Depth, if bore holes are made deeper or

shallower than 3.5M. for Piles of following

55 04012C 4.29 diameter.(iii) 300 mm Each

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

56 04B001A 0 upto 50 Meter lead.(A) Loose or soft soil cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

57 04B001B 0 upto 50 Meter lead.(B) Dense or Hard soil cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

58 04B001C 0 upto 50 Meter lead.(C) Hard Murrum cu.m

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

59 04B001D 0 Blasting cu.m

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

60 04B001E 0 upto 50 Meter lead.(E) Hard Rock cu.m

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)

61 04B002A 0 Loose or soft soil cu.m

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)

62 04B002B 0 Dense or Hard soil cu.m

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

63 04B002C 0 Murrum cu.m

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. (D) Soft

64 04B002D 0 rock not requiring Blasting cu.m

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

65 04B002E 0 Rock cu.m

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)

66 04B003A 0 Loose or soft soil cu.m

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)

67 04B003B 0 Dense or Hard soil cu.m

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

68 04B003C 0 Murrum cu.m

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.(D) Soft

69 04B003D 0 rock not requiring Blasting cu.m

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

70 04B003E 0 Rock cu.m

Providing and laying in foundation and plinth /

under floors lime concrete with hand broken

stone aggregates 40mm nominal size and 40%

mortar comprising of 1-Lime putty : 2-Fine sand

71 05001A 5.1.6 and curing complete excluding cost of formwork. cu.m

Providing and laying in foundation and plinth /

under floors lime concrete with graded brick

aggregates 40 mm nominal size and 40% mortar

comprising of 1-Limeputty : 2-Fine sand and

72 05002A 5.1.8 curing completeexcluding cost of formwork. cu.m

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

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

73 05003A 5.3.2 Foundation and Plinth cu.m

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

Cement : 4- coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

74 05004A 5.3.3 Foundation and Plinth cu.m

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

Cement : 3- Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and curing

complete including cost of formwork in (A) Wall

75 05005A 5.3.14 Caps / Coping cu.m

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

Cement : 5- Coarse sand : 10- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

76 05006A 5.3.4 Foundation and Plinth cu.m

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

Cement : 3- Coarse sand : 6- Graded brick bat

aggregate 40mm normal size) and curing

complete excluding cost of formwork in (A)

77 05007A 5.3.2 Foundation and Plinth cu.m

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

Cement : 4- Coarse sand : 8- Graded Brick bats

aggregate 40mm normal size) and curing

complete excluding cost of formwork in (A)

78 05008A 5.3.3 Foundation and Plinth cu.m

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

Cement : 5- fine sand : 10- graded brick bat

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in (A)

79 05009A 5.3.8 Foundation and Plinth cu.m

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

80 05010AA 5.3.13 Foundation and Plinth cu.m

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in

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

81 05010BA 5.3.13 floor two level cu.m

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and

82 05011AA 5.4.1 Mass concrete cu.m

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in

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

Beams, Girders and Cantilever upto floor two

83 05011BA 5.4.1 level. cu.m

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 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

84 05011DA 5.4.1 two level. cu.m

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in

(E)Staircases excluding landing upto floor two

85 05011EA 5.4.1 level cu.m

Providing and laying cement concrete work 1:2:4

(1- Cement : 2- Coarse sand : 4- graded stone

aggregates 20 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

86 05011KA 5.4.1 level. cu.m

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

87 05012A 5.4.4 complete excluding cost of reinforcement. cu.m

Providing Mild Steel reinfircement for R.C.C.

work including bending binding, and placing in

88 05013A 5.4.10 position complete upto floor two level. kg

Providing H.Y.S.D. Bar reinforcement for R.C.C.

work including bending, binding and placing in

89 05014AA 5.4.11 position complete upto floor two level kg

Providing TMT Bar FE 415 reinforcement for

R.C.C. work including bending, binding and

90 05014BA 5.4.11 placing in position complete upto floor two level kg

Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and

91 05014C 5.4.11 placing in position complete upto floor two level kg

Providing TMT Bar FE 550D reinforcement for

R.C.C. work including bending, binding and

92 05014D 5.4.11 placing in position complete upto floor two level kg

Extra for additional lift of concrete for all R.C.C.

work above floor two level excluding cost of

93 05015A 5.4.13 reinforcment cu.m

Extra for additional lift of reinforcing steel for all

94 05016A 5.4.13A R.C.C. work above floor two level. kg

Deduct for omiting in R.C.C. work smooth

finishing of the exposed surface with cement

95 5017 5.4.16 mortar 1:3 (1-Cement : 3- Fine sand) Sqm

Providing throating or plaster drip and moulding

96 5018 5.4.18 to R.C.C. Chhajja. Rmt

Providing upto floor two level precast cement

concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild

steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing

97 05019A 5.6.2 complete. (A) 50mm thick Sqm

Providing upto floor two level precast cement

concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild

steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing

98 05019B 5.6.2 complete. (B) 40mm thick Sqm

Providing upto floor two level precast cement

concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild

steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing

99 05019C 5.6.2 complete. (C) 25mm thick Sqm

Providing upto floor two level precast cement

concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild

steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing

100 05019D 5.6.2 complete. (D) 75mm thick Sqm

Providing upto floor two level precast cement

concrete jali or grill 1:2:4 mix (1- Cement : 2-

coarse sand : 4-graded stone aggregate 6mm

nominal size) reinforced with 1.6 mm dia. Mild

steel wire including roughening,cleaning, fixing

and finishing in cement mortar 1:3 and curing

101 05019E 5.6.2 complete.(E) 100mm thick Sqm

Extra for additional lift for providing and fixing in

position precast R.C.C. units above floor two

102 5020 5.6.9 level Sqm

Providing and laying damp proof course 25mm

thick cement concrete 1:2:4 (1-Cement :

coarse sand : 4 stone aggregate 10 mm nominal

103 05021A 5.7.1 size) and curing complete Sqm

Extra for providing and mixing water proofing Kg per

material in Cement concrete in mix proportion Quintal of

104 5022 5.7.5 recommended by the manufacturers. Cement

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base

105 05023AA 5.8.1 of columns and Mass concrete cu.m

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of

106 05023BA 5.8.1 foundation level upto floor two level cu.m

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

107 05023CA 5.8.1 upto floor two level cu.m

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

108 05023DA 5.8.1 struts upto floor two level. cu.m

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding landing

109 05023EA 5.8.1 upto floor two level cu.m

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (K) Vertical and Horizontial its

110 05023KA 5.8.1 upto floor two level. cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

111 05024AA 5.8.2 of columns and Mass concrete cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of

112 05024BA 5.8.2 foundation level upto floor two level cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams,

113 05024CA 5.8.2 Girders and Cantilever upto floor two level. cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

114 05024DA 5.8.2 struts upto floor two level. cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding landing

115 05024EA 5.8.2 upto floor two level cu.m

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (K) Vertical and Horizontial its

116 05024KA 5.8.2 upto floor two level. cu.m

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

117 05025AA 5.8.3 of columns and Mass concrete. cu.m

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of

118 05025BA 5.8.3 foundation level upto floor two level cu.m

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,

119 05025CA 5.8.3 Girders and Cantilever upto floor two level. cu.m

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost

of formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

120 05025DA 5.8.3 struts, upto floor two level. cu.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. complete

including the cost of formwork but excluding the

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

121 05026A 0 upto 8cm thickness cu.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. 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

122 05026B 0 cm.thickness cu.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. 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.

123 05026C 0 thickness cu.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. 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

124 05026D 0 cm.thickness cu.m

Providing and Laying controlled cement concrete

M.150 and finishing smooth with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C

125 05027A 0 work in (i) Slabs upto 8cm thickness cu.m

Providing and Laying controlled cement concrete

M.150 and finishing smooth 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

126 05027B 0 upto 10 cm.thickness cu.m

Providing and Laying controlled cement concrete

M.150 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

127 05027C 0 upto 13 cm. thickness cu.m

Providing and Laying controlled cement concrete

M.150 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

128 05027D 0 upto 15 cm.thickness cu.m

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

129 05028A 0 8cm thickness cu.m

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

130 05028B 0 having more than 8 cm and upto 10 cm.thickness cu.m

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 (iii) Slabs

having more than 10 cm and upto 13 cm.

131 05028C 0 thickness cu.m

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 (iv) Slabs

having more than 13 cm and upto

132 05028D 0 cm.thickness cu.m

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C

133 05029A 0 work in (i) Slabs upto 8cm thickness cu.m

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for

R.C.Cwork in (ii) Slabs having more than 8 cm

134 05029B 0 and upto 10 cm.thickness cu.m

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for

R.C.Cwork in (iii) Slabs having more than 10 cm

135 05029C 0 and upto 13 cm. thickness cu.m

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for

R.C.Cwork in (iv) Slabs having more than 13 cm

136 05029D 0 and upto 15 cm.thickness cu.m

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

137 5030 0 excluding the cost of reinforcement. cu.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. complete

including the cost of formwork but excluding the

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

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

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 reinforcement for R.C.C work in (A)

BEAMS :(ii) Having cross-sectional area more

139 05031A2 0 than 0.08Sq.M and upto 0.12 Sq.M cu.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. complete

including the cost of formwork but excluding the

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

BEAMS :(iii) Having cross-sectional area more

140 05031A3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.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. complete

including the cost of formwork but excluding the

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

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

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 reinforcement for R.C.C work in (B)

COLUMNS: (ii) Having cross-sectional area more

142 05031B2 0 than 0.08 Sq.M and upto 0.18 Sq.M cu.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. complete

including the cost of formwork but excluding the

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

COLUMNS: (iii) Having cross-sectional area more

143 05031B3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying ordinary cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(ii) Having cross-sectional area more

145 05032A2 0 than 0.08Sq.M and upto 0.12 Sq.M cu.m

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(iii) Having cross-sectional area more

146 05032A3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS:(ii) Having cross-sectional area more

148 05032B2 0 than 0.08 Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS:(iii) Having cross-sectional area more

149 05032B3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(ii) Having cross-sectional area more

151 05033A2 0 than 0.08Sq.M and upto 0.12 Sq.M cu.m

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(iii) Having cross-sectional area more

152 05033A3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS:(ii) Having cross-sectional area more

154 05033B2 0 than 0.08 Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS:(iii) Having cross-sectional area more

155 05033B3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(ii) Having cross-sectional area more

157 05034A2 0 than 0.08Sq.M and upto 0.12 Sq.M cu.m

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

BEAMS :(iii) Having cross-sectional area more

158 05034A3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

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

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS:(ii) Having cross-sectional area more

160 05034B2 0 than 0.08 Sq.M and upto 0.18 Sq.M cu.m

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

including the cost of formwork but excluding the

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

COLUMNS: (iii) Having cross-sectional area more

161 05034B3 0 than 0.12Sq.M and upto 0.18 Sq.M cu.m

Providing and applying anticarrasive treatment

with polymer base materials to the steel

rainfarcement including descaling the dust and

applying the preventive coating of approved

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

162 5035 0 only) etc complete. MT

Providing and fixing in expansion joint 100 mm

thick expansion joint board of best quality and

approved make including cutting to required size

163 5047 and shape at all levels etc. complete as directed. Sqm

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

164 5048 foam as directed, etc. complete. Sqm

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

165 5049 foam as directed, etc. complete. Sqm

Applying and providing 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

specification and 4mm thick alluminium strip

covering with one side sloted and bolted with

suitable system, inclusive of all manpower,

machinery and material as per specification and

166 5050 as directed. Sqm

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 cutting or

by repairing groove and removing mortar drop

or any other foreign materials including applying

primer and filling required size (oversize of joint

167 5051 PU foam etc. complete. Sqm

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 12.5 mm lather by

cutting or by repairing groove and removing

mortar drop or any other foreign materials

including applying primer and filling required size

168 5052 (oversize of joint PU foam etc. complete Sqm

Providing and fixing 25 cm Wide & 3mm thick

exterior composite panel on existing expansion

joint horizontally & vertically with all material,

169 5053 hardware, acessories & fittings etc completed. Sqm

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

170 5054 maintained) cu.m

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

171 5055 maintained) cu.m

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

172 5056 maintained) (Cement level 450 kg ) cu.m

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

173 5057 maintained) (Cement level 475 kg ) cu.m

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

174 5058 maintained) (Cement level 500 kg ) cu.m

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

water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp.

Gravity @ 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"

175 5059 accredited institution. Sqm

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

176 5060 etc.complete as directed. Sqm

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

177 5061 etc.complete as directed. Sqm

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

178 5062 etc.complete as directed. Sqm

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.

179 5063 complete. for 12 mm thick joint Rmt

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.

180 5064 complete. For 20 mm thick joint Rmt

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(A)

181 06001AA 6.12 Modular cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(B)

182 06001BA 6.12 Conventional cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash

183 06001CA 6.12 Bricks cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(A)

184 06002AA 6.13 Modular cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

185 06002BA 6.13 Conventional cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash

186 06002CA 6.13 Bricks cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:8 (1- Cement : 8 -fine sand)(A)

187 06003AA 0 Modular cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:8 (1- Cement : 8 -fine sand)(B)

188 06003BA 0 Conventional cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:8 (1- Cement : 8 -fine sand)(C) Fly Ash

189 06003CA 0 Bricks cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(A)

190 06004AA 0 Modular cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(B)

191 06004BA 0 Conventional cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(C) Fly

192 06004CA 0 Ash Bricks cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1: 2 (1- Lime putty : 2 -fine sand)(A)

193 06005AA 0 Modular cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1: 2 (1- Lime putty : 2 -fine sand)(B)

194 06005BA 0 Conventional cu.m

Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Lime

Mortar 1: 2 (1- Lime putty : 2 -fine sand)(C) Fly

195 06005CA 0 Ash Bricks cu.m

Extra for brick work in superstructure above

196 06006A 6.19 plinth level upto floor two level (A) Modular cu.m

Extra for brick work in superstructure above

197 06006B 6.19 plinth level upto floor two level (B) Conventional cu.m

Extra for brick work in superstructure above

198 06006C 6.19 plinth level upto floor two level(C) Fly Ash Bricks cu.m

Extra for brick work in superstructure above per floor

199 06007A1A 6.2 floor two level Item No. 1(6.12) (A) Modular per cu.m

Extra for brick work in superstructure above per floor

200 06007A2A 6.2 floor two level Item No. 1(6.12) (B) Conventional per cu.m

Extra for brick work in superstructure above

floor two level Item No. 1(6.12) (C) Fly Ash per floor

201 06007A3A 6.2 Bricks per cu.m

Extra for brick work in superstructure above per floor

202 06007B1A 6.2 floor two level Item No. 2(6.13) (A) Modular per cu.m

Extra for brick work in superstructure above per floor

203 06007B2A 6.2 floor two level Item No. 2(6.13) (B) Conventional per cu.m

Extra for brick work in superstructure above

floor two level Item No. 2(6.13) (C) Fly Ash per floor

204 06007B3A 6.2 Bricks per cu.m

Extra for brick work in superstructure above per floor

205 06007C1A 6.2 floor two level Item No. 3 (A) Modular per cu.m

Extra for brick work in superstructure above per floor

206 06007C2A 6.2 floor two level Item No. 3 (B) Conventional per cu.m

Extra for brick work in superstructure above per floor

207 06007C3A 6.2 floor two level Item No. 3 (C) Fly Ash Bricks per cu.m

Extra for brick work in superstructure above per floor

208 06007D1A 6.2 floor two level Item No. 4 (A) Modular per cu.m

Extra for brick work in superstructure above per floor

209 06007D2A 6.2 floor two level Item No. 4 (B) Coventional per cu.m

Extra for brick work in superstructure above per floor

210 06007D3A 6.2 floor two level Item No. 4 (C) Fly Ash Bricks per cu.m

Extra for brick work in superstructure above per floor

211 06007E1A 6.2 floor two level Item No. 5 (A) Modular per cu.m

(i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and

212 06008A1A 6.3 plinth (A) Modular Sqm

(i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and

213 06008A2A 6.3 plinth (B) Conventional Sqm

(i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and

214 06008A3A 6.3 plinth (C)Fly Ash Bricks Sqm

(ii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-

Cement : 5 -coarse sand ) in foundation and

215 06008B1A 6.3 plinth (A) Modular Sqm

(ii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-

Cement : 5 -coarse sand ) in foundation and

216 06008B2A 6.3 plinth (B) Conventional Sqm

(ii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-

Cement : 5 -coarse sand ) in foundation and

217 06008B3A 6.3 plinth (C)Fly Ash Bricks Sqm

(iii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime

: 1.5 -coarse sand ) in foundation and plinth (A)

218 06008C1A 6.3 Modular Sqm

(iii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime

: 1.5 -coarse sand ) in foundation and plinth (B)

219 06008C2A 6.3 Conventional Sqm

(iii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime

: 1.5 -coarse sand ) in foundation and plinth

220 06008C3A 6.3 (C)Fly Ash Bricks Sqm

Extra for brick work in superstructure above

221 06008E2A 6.2 floor two level Item No. 5 (B) Coventional cu.m

Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-

Cement : 3-coarse sand ) with 2 Nos of 6mm

Mild steel round bars after every three course

embedded in Cement Mortar in foundation and

222 06009AA 6.31 plinth (A) Modular Sqm

Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-

Cement : 3-coarse sand ) with 2 Nos of 6mm

Mild steel round bars after every three course

embedded in Cement Mortar in foundation and

223 06009BA 6.31 plinth (B) Conventional Sqm

Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-

Cement : 3-coarse sand ) with 2 Nos of 6mm

Mild steel round bars after every three course

embedded in Cement Mortar in foundation and

224 06009CA 6.31 plinth (C)Fly Ash Bricks Sqm

Extra for brick work in superstructure above

225 06009E3A 6.2 floor two level Item No. 5 (C) Fly Ash Bricks cu.m

Extra for half brick masonry in superstructure

above plinth level upto floor two level. (A)

226 06010A 6.32 Modular Sqm

Extra for half brick masonry in superstructure

above plinth level upto floor two level. (B)

227 06010B 6.32 Conventional Sqm

Extra for half brick masonry in superstructure

above plinth level upto floor two level. (C)Fly Ash

228 06010C 6.32 Bricks Sqm

Extra for half brick masonry in superstructure

229 06011AA 6.33 above floor two level. (A) Modular Sqm

Extra for half brick masonry in superstructure

230 06011BA 6.33 above floor two level.(B) Conventional Sqm

Extra for half brick masonry in superstructure

231 06011CA 6.33 above floor two level. (C) Fly Ash Bricks Sqm

Half brick thick honey- comb brick work with

common burnt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. (i)

In Cement Mortar 1:4 ( 1- Cement : 4 - coarse

232 06012AA 6.55 sand) Sqm

Half brick thick honey- comb brick work with

common burnt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. (ii)

In Cement Mortar 1:5 ( 1- Cement : 5 - coarse

233 06012BA 6.55 sand) Sqm

Half brick thick honey- comb brick work with

common burnt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. (iii)

Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement :

234 06012CA 6.55 5 - coarse sand) Sqm

Masonary work using Aerated light weight

concrete block having crushing strength not less

than 35 kg/sqcm for super structure above plinth

level upto floor two level in cement mortar 1:5 (

1 cement : 5 fine sand ) complete as per

235 6014 Technical Specification cu.m

Providing and laying Precast Lightweight

concrete hollow core wall with hollow core

concrete unit of approved make & size of 92 mm

thick, 600 mm wide and 2400 mm / 2600 mm /

2850 mm / 3000 mm / 3300 mm in legth made

from of controlled cement concrete M20 having

cube compressive strength not less than 20 MPa

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound / P.U.

236 6015 Foam. (Plaster not required) Sqm

Providing and laying Precast Lightweight

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm /

mm / 2850 mm / 3000 mm / 3300 mm in legth

made from of controlled cement concrete M20

having cube compressive strength not less than

20 MPa jointing with high strength & tensile

adhesion non-shrink cementitious joint

237 6016 compound / P.U. Foam. (Plaster not required) Sqm

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit

of approved make & size of 92 mm thick,

mm wide and 2400 mm / 2600 mm / 2850 mm /

3000 mm / 3300 mm in legth made from of

controlled cement concrete M35 having cube

compressive strength not less than 35 MPa

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound / P.U.

238 6017 Foam. (Plaster not required) Sqm

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit

of approved make & size of 120 mm thick,

mm wide and 2400 mm / 2600 mm / 2850 mm /

3000 mm / 3300 mm in legth made from of

controlled cement concrete M35 having cube

compressive strength not less than 35 MPa

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound / P.U.

239 6018 Foam. (Plaster not required) Sqm

(i) Uncoursed Rubble Masonry with hard stone

of approved quality in foundations and plinth in

Cement Mortar 1:6 (1-cement : 6-coarse sand

240 07001AA 7.6 including levelling up etc. complete cu.m

(ii) Uncoursed Rubble Masonry with hard stone

of approved quality in foundations and plinth in

Cement Mortar 1:5 (1-cement : 5-coarse sand

241 07001BA 7.6 including levelling up etc. complete cu.m

(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

242 07001CA 7.6 including levelling up etc. complete cu.m

Extra over Item 7.6 for super structure above

243 7002 7.8 plinth level upto floor two level cu.m

Extra for additional lift in superstructure above

244 07003A 7.9 floor two level. cu.m

Coursed rubble masonry with hard stone of

approved quality in foundations and plinth in

Cement Mortar 1:6 (1-Cement : 6-coarse sand)

245 07004A 7.17 A etc. complete. cu.m

Coursed rubble masonry with stone of approved

quality in foundations and plinth in Cement

Mortar 1:5 (1-Cement : 5-coarse sand) etc.

246 07005AA 7.17 B complete. cu.m

Coursed rubble masonry with stone of approved

quality in foundations and plinth in Cement

Mortar 1:4 (1-Cement : 4-coarse sand) etc.

247 07005BA 7.17 C complete. cu.m

Coursed rubble masonry with stone of approved

quality in foundations and plinth in Cement

Mortar 1:3 (1-Cement : 3-coarse sand) etc.

248 07005CA 7.17 D complete. cu.m

Extra over item No. 7.17 for superstructure Per floor

249 7006 7.19 above plinth level upto floor two level per cu.m

Extra for additional lift in superstructure above Per floor

250 07007A 7.2 floor two level. per cu.m

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in

Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand)

251 07008A 0 including packing the joints etc. complete. cu.m

White Stone Bela mesonry work in partition

walls upto 15 cm thickness in cement Mortar

252 07009A 0 1:4 ( 1- Cement : 4- course sand) Sqm

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in

Lime Mortar 1:5 (1-Cement :5- course sand)

253 07010A 0 including packing the joints etc. complete. cu.m

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in

Lime Mortar 1:6 (1-Cement : 6- course sand)

254 07011A 0 including packing the joints etc. complete. cu.m

Precast concrete block masonry (including quoin

blocks jamb blocks closer etc.) with solid

concrete blocks of approved size made of

cement concrete 1:3:6 mix (1- Cement : 3 coarse

sand: 6- graded stone aggregates of 20 mm and

down grade) in foundation and plinth cement

255 07012A 7.75 morter 1:6 cu.m

Extra for masonry work with precast concrete

block in superstructue above plinth upto floor

256 7013 7.93 two level. cu.m

Precast concrete block masonry in partition walls

10 cm. thick with solid block of approved size

(including quion blocks Jamb blocks closer etc.)

made of C.C.1:3:6 (1- Cement : 3- coarse sand :

graded stone aggregates 20 mm and down

257 07014A 7.82 grade) (A) in C.M. 1:4. Sqm

Providing and laying hollow block masonry

mm thick using hollow concrete blocks IS

(Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in perfect line level and plinth preparing

grading the joints incl. the cost of scaffolding and

curing etc. (A) Block masonry in 1:1:8 cement

258 7015 0 lime mortar Sqm

Providing and laying hollow block masonry

mm thick using follow blocks masonry IS

(Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in parfect line level and plint propering

groding the jaints ind. the cast of seaffolding and

quiring etc . (A) Block masonry in 1:1:8 cement

259 7016 0 lime mortar Sqm

Providing and laying hollow block masonry

mm thick using follow blocks masonry IS

(Part-I ) grade B (5.0) with Cement Mortar 1:4

laying in perfect line level and plint propering

groding the jaints ind. the cast of seaffolding and

quiring etc (A) Block masonry in 1:1:8 cement

260 7017 0 lime mortar Sqm

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. (A) Foundations Footings

261 09001AA 9.1 Bases of Columns etc. and Mass concrete. Sqm

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

262 09001B1A 9.1 thickness. Sqm

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 suspended floor roof slabs Landings

and the like. (2) Floors etc. above 200mm in

263 09001B2A 9.1 thickness. Sqm

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. (C) Vertical surface such

as walls (any thickness) partitions and the like

including attached buttresses & string course &

264 09001CA 9.1 the like. Sqm

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. (G) Columns

PillarsPosts and struts. (1) Square Rectangular

265 09001G1A 9.1 Polygonal in plan. Sqm

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. (G) Columns

PillarsPosts and struts. (2)Circular or curved in

266 09001G2A 9.1 Plan. Sqm

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. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in

267 09001H1A 9.1 Depth. Sqm

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. (H) (2) Sides and soffits of

Beams Beam Haunchings canti-levers Girders

268 09001H2A 9.1 Bressumers and Lintels exceeding 1M.in Depth. Sqm

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. (I) Edges of slabs and

269 09001IA 9.1 Breaks in floors and walls. Sqm

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. (K) Small surfaceassuch

as cantiever brackets and ends of steps caps and

270 09001KA 9.1 basses to pilasters and Columns and the like. Sqm

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. (L) Chullah Hoods,

weather shades Chhajjas Corbels etc. including

271 09001LA 9.1 edges. Sqm

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. (M) Staircase with

sloping or stepped soffits including risers and

272 09001MA 9.1 stringers excluding landing. Sqm

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. (Q) Vertical fins and

273 09001QA 9.1 vertical sun breakers. Sqm

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

274 09002AA 9.2 more than 4.0 M.and upto 5.0 M. Sqm

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)

275 09002BA 9.2 Height more than 5.0 M.and upto 6.0 M. Sqm

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)

276 09002CA 9.2 Height more than 6.0 M. and upto 7.0 M Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (A)

Foundations, Footings, Bases of Columns etc.

277 09003AA 9.7 and Mass concrete Sqm

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

278 09003B1A 9.7 like. (1) Floors etc. upto 200mm in thickness. Sqm

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

279 09003B2A 9.7 like. 2) Floors etc.above 200mm in thickness. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in

(C)Vertical surface such as walls (anythickness)

partitions & lime including attached pilasters

280 09003CA 9.7 buttresses plinth & string course & like. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (G)

Columns, Pillars, Posts and struts. (1) Square,

281 09003G1A 9.7 Rectangular or polygonal in plan. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (G)

Columns, Pillars, Posts and struts. (2) Circular or

282 09003G2A 9.7 curved in plan Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (H)(1)

Sides and soffits of Beams, Beam

Haunchingscantilevers Girders, Bressumers and

283 09003H1A 9.7 Lintels not exceeding 1 M. in Depth. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (H) (2)

Sides and soffits of Beams, Beam Haunchings

cantilevers Girders, Bressumers and Lintels

284 09003H2A 9.7 exceeding 1 M. in Depth. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (I) Edges

285 09003IA 9.7 of slabs and Breaks in floors and walls. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (K) Small

surfaceas such as centilever endsnBrackets and

end of steps caps and basses to pilasters and

286 09003KA 9.7 Columns including edges. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (L)

Chullah Hoods weather Shades Chhajjas Corbels

287 09003LA 9.7 etc. and the like. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in

(M)Staircase with sloping or stepped soffits

288 09003MA 9.7 including sisers and stringers excluding landing. Sqm

Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in

289 09003QA 9.7 (Q)Vertical fins and vertical sun breakers. Sqm

Providing wood work in frames of Doors,

windows cleare story windows and

othersimilar works wrought, framede and fixed

290 10001A 10.1 in position. (A) Indian Teak Wood 10 Cu.Dm.

Providing wood work in Trusses, Purling,

Rafter, Post,Post Plates, wall plates and the like

291 10002A 10.4 wrought framed, hoisted and fixed in position Cu.Dm.

Providing wood work in frames of false- ceiling,

partitions etc sawn and put up in position. (A)

292 10003A 10.5 Indian Teak Wood Cu.Dm.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws.(A) Indian Teak Wood (1) Fully

293 10004AA 10.12 Panelled Cu.Dm.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood (ii) Fully

294 10004BA 10.12 Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood(iii)

295 10004CA 10.12 Partly panelled and partly glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clearstory windows

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (i) Fully

296 10005AA 10.13 Panelled. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clearstory windows

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (ii) Fully

297 10005BA 10.13 Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clearstory windows

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (iii)

298 10005CA 10.13 Partly panelled and partly glazed. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

299 10006AA 10.15 teak wood. (i) Fully Panelled. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

300 10006BA 10.15 teak wood. (ii) Fully Glazed. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

teak wood. (iii) Partly panelled and partly

301 10006CA 10.15 glazed. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including black enamelled M.S.

butt hinges with necessary screws. (A) Indian

302 10007AA 10.16 teak wood. (i) Fully Panelled. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including black enamelled M.S.

butt hinges with necessary screws. (A) Indian

303 10007BA 10.16 teak wood. (ii) Fully Glazed. Sqm

Providing and fixing 25 mm thick shutters for

cupboards etc. including black enamelled M.S.

butt hinges with necessary screws. (A) Indian

teak wood. (iii) Partly panelled and partly

304 10007CA 10.16 glazed. Sqm

Add extra for providing and fixing 40 mm thick

305 10008A 0 shutters instead of 35 mm thick shutters. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

306 10009AA 10.23 with. (A) Plywood sheet panels. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

307 10009BA 10.23 with. (B) Particle board panels Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

308 10009CA 10.23 with. (C) Hard board panels. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

309 10009DA 10.23 with. (D) Asbestos sheet panels. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including black enamelled M.S. But hinges with

310 10010AA 10.24 necessary screws. (A) Plywood sheet panels. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including black enamelled M.S. But hinges with

311 10010BA 10.24 necessary screws. (B) Particle board panels Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including black enamelled M.S. But hinges with

312 10010CA 10.24 necessary screws. (C) Hard board panels. Sqm

Providing and fixing 35 mm thick panelled

,glazed or panelled and glazed shutters, for

Doors windows and clearstory windows

including black enamelled M.S. But hinges with

313 10010DA 10.24 necessary screws . (D) Asbestos sheet panels. Sqm

Provoding and fixing flush door shutters, solid

core construction with frame of first class

hardwood with cross board and face veneer or

plywood face panels, including anodised

alluminium butt hinges with necessary screws.

(B) Non-decorative type and block board core

anodised alluminium butt hinges in flush door

314 10011 10.3 shutters (2) 35 mm thick. Sqm

Extra for using bright finished M.S. piano hinges

315 10012 10.37 of (A) Nickel plated piano hinges. Sqm

Extra for providing vision panel not exceeding

0.1 Sq.M. in all types of flush doors. (A)

316 10013 10.39 Rectangular or Square. Sqm

Providing and fixing 30 mm wire gauge shutters

using galvanised M.S. wire of I.S. gauge

designation of 85 G. with wire of 0.56 mm dia,for

Doors, windows and clearstory windows

including anodised alluminium butt hinges with

317 10014A 10.5 necessary screws. (A) Indian teak wood. Sqm

Providing and fixing 30 mm wire gauge shutters

using galvanised M.S. wire of I.S. gauge

designation of 85 G. with wire of 0.56 mm dia,for

Doors, windows and clearstory windows

including bright finished or/ and black

enamellede M.S. butt hinges with necessary

318 10015A 10.5 Mango wood or equivalent quality. Sqm

Extra for providing and fixing galvanised M.S wire

gauge of I.S. gauge designation 140 G,to 000 Rs.

windows and cleastory windows with wire of dia

0.71 mm instead of I,S,gauge designation

319 10016 10.5 G.with wire of dia.0.56 mm. Sqm

Providing and fixing 12 mm thick and 100mm

wide pelmet of flat pressed 3 layer neneed

particle board solid core with 25 mm diametre

alluminium curtain Road and brackets including

fixing with 25mm x 3mm M.S flat 10cm,long and

320 10017 10.7 plugs etc.complete. Rmt

Providing and fixing 40mm panelled, Glazed or

panelled and glazed partitions fixed to frames

with iron scews etc. complete with indian teak

321 10018A 10.8 wood (Frames tobe paid separately) Sqm

Providing and fixing Decorative plywood 4mm

thick in partitions including fixing to frames with

screws etc, complete with 50mm x 12mm teak

322 10019A 10.9 wood beading (Frames tobe paid separately) Sqm

Providing and fixing in partitions 4mm thick

medium hard board of approved quality

including fixing to fames with screws etc,

complete with 50mm x 12mm teak wood

323 10021A 10.9 beading (Frames tobe paid separately) Sqm

25 mm thick wooden shelves supported on 40 x

40mm x 6 mm T or L iron brackets fixed at

suitable distances but not exceeding 75 cm.

324 10022A 11 apart with Mango wood or equivalent quality. Sqm

40 mm thick wooden shelves supported on 40 x

40mm x 6 mm T or L iron brackets fixed at

suitable distances not exceeding 75 cm. apart

325 10023A 11 with Mango wood or equivalent quality. Sqm

Providing and fixing M.S. round or square bars

with M.S.flats at required spacing in wooden

326 10024A 11 frames of windows and clerestory windows. kg

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

327 10025AA 10.1 Grill. kg

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

alround, square or round bars with round

headed bolts and nuts or by screws. (B)

328 10025BA 10.1 ORNAMENTAL GRILL kg

Providing and fixing hard drawn steel wire fabric

75mm x 25mm mesh or weight not less than

7.75 kg. per Sq.M. to window frames etc.

329 10026A 10.1 including 60 x 20mm beading of teak wood. Sqm

Providing and fixing Fly proof galvanised M.S.

wire gauge of I.S.l gauge designation 85 G. with

wire of dia.0.56 mm to windows and celevating

windows including 60 x 20mm beading of teak

330 10027A 10.1 wood. Sqm

Providing and fixing first class indian teak wood

75mm x 60mm moulded hand rails in straight

331 10028A 10.1 lengths complete. Rmt

(i) Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

10cm. x 7cm. size including 3 coats of oil

332 10029AA 0 painting to wood work etc.complete. Sqm

(ii) Providing and fixing glazed louvered

glass windows and ventilators with teak wood

frame 10cm. x 7cm. size including 3 coats of oil

painting to wood work etc.complete. with

333 10029BA 0 wooden louvers plank 12mm thick Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

334 10030A 0 complete. (i) Fully Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

335 10030B 0 complete. (ii) Fully Panelled. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

complete. (iii) Partly panelled and partly

336 10030C 0 glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including black enamelled iron oxidixed

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

337 10031A 0 etc, complete. (i) Fully Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including black enamelled iron oxidixed

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

338 10031B 0 etc, complete. (ii) Fully Panelled. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including black enamelled iron oxidixed

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled and partly

339 10031C 0 glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

340 10032A 0 complete. (i) Fully Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

341 10032B 0 complete. (ii) Fully Panelled. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including anodized alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil painting etc,

complete. (iii) Partly panelled and partly

342 10032C 0 glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including black enamelled iron oxidized

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

343 10033A 0 etc, complete. (i) Fully Glazed. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including black enamelled iron oxidized

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

344 10033B 0 etc, complete. (ii) Fully Panelled. Sqm

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 12 cm x 7 cm.

size including black enamelled iron oxidized

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled and partly

345 10033C 0 glazed. Sqm

Add extra for providing and fixing 40mm thick

shutters instead of 35 mm thick shutters

346 10034 0 including oil paining etc. complete. Sqm

Deduct for providing and fixing 25mm thick

shutters instead of 35 mm thick shutters

347 10035 0 including oil paining etc. complete. Sqm

Providing and fixing FRP frame size 125x65 mm

and 35mm thick FRP shutter with wood grain

raised panneled design finish shutter having

extra reinforcement on sides & edges in Gel coat

finish. The core of the shutter & frame is to be

filed up with injected polyurethene foam done in

situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S

hinges with fastener sleeve & alluminium

348 10036 fixtures & fastenings. Sqm

Providing and fixing FRP frame size 100x50 mm

and 28mm thick FRP depress panel shutter

having extra reinforcement on sides & edges in

Gel coat finish. The core of the shutter & frame

is to be filed up with injected fire retardant grade

polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame &

shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures &

349 10037 fastenings & fastener sleeve. Sqm

Providing and fixing FRP frame size 125x65 mm

and 35mm thick FRP shutter having extra

reinforcement on sides & edges in polish finish.

The core of the shutter & frame is to be filed up

with injected polyurethene foam done in situ

alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S

hinges with necessary screws & alluminium S.S

350 10038 fixtures & fastenings & fastener sleeve. Sqm

Providing and fixing FRP of 28mm thick Fibre

Glass shutter with 1.5 to 2.0 mm thick fire

retardent grade FRP skin in depressed panel

design having extra reinforcement on sides &

edges & in Gel coat finish. The core of the

shutter is to be filled up with injected retardent

grade polyurethane foam done in situ alongwith

embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame &

shutter is to be water proof ,weather proof,

termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with

necessary screws & alluminium S.S fixtures &

351 10039 fastenings & fastener sleeve. Sqm

Providing and fixing FRP of 35mm thick Fiber

Glass shutter with 1.5 to 2.0 mm thick fire

retardent grade FRP skin in depressed panel

design having extra reinforcement on sides &

edges & in Gel coat finish. The core of the

shutter is to be filled up with injected retardent

grade polyurethane foam done in situ alongwith

embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame &

shutter is to be water proof ,weather proof,

termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures &

352 10040 fastenings. Sqm

Supply of 35mm thick Fiber Glass shutter with

1.5 to 2.0 mm thick fire retardent grade FRP skin

in wood grain rasied panel design having extra

reinforcement on sides & edges & in polish

design finish. The core of the shutter is to be

filled up with injected retardent grade

polyurethane foam done in situ alongwith

embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole shutter is to

be water proof ,weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be

inclusive of S.S hinges with necessary screws &

353 10041 alluminium S.S finish fixtures & fastenings. Sqm

Providing and fixing windown shutter of 75x30

mm size with 4mm fully glazed panels with PVC

batten main farme size having 1.5 to 2.0 mm

thick fire retardent grade FRP shutter having

extra reinforcement on sides & edges in polish

finish. The core of the shutter & frame is to be

filed up with injected polyurethene foam done

in situ alongwith embedded wooden pieces for

stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of S.S

hinges with necessary screws & alluminium S.S

354 10042 fixtures & fastenings & fastener sleeve. Sqm

Providing and fixing 30mm thick FACTORY MADE

SOLID PANEL PVC DOOR SHUTTER consisting of

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

thickness and size of 19mm x 19mm for stiles

and 15mm x 15 mm for top and bottom rails.

M.S. frame shall have a coat of steel primers of

approved make and manufacture, M.S. frame

shall be covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm forming

stiles, and 5mm thick 75mm wide PVC sheets for

top rail, lock rail and bottom rail on either side,

and 10mm (5mm x 2) thick, 20mm wide cross

PVC sheet as gap insert for top rail and bottom

rail, Panelling of 5 stiles and rails with 30mm

wide x 5mm thick PVC sheet beading on eighter

side, and joined together with solvent cement

adhesive,. An additional 5mm thick PVC strip of

20mm width is to be stculk on the interior side

of the ‘c’ channel using PVC solvent cement

adhesive etc. complete as per direction of

Engineer in charge, manufacture’s specification

355 10043 and drawing. sqm

Providing and fixing 30mm thick FACTORY MADE

SOLID BOTH SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.

tubes of 19 gauge thickness and size of 19mm x

19mm for stiles, top and bottom rails. M.S.

frame shall have a coat of steel primer of

approved makde and manufactures. M.S frame

covered with 5mm thick heat moulded prelim

PVC ‘C’ channel of siz 30mm thickness, 70 mm

width of which 50mm shall be flat and 20mm

shall be tapered in 45 degree Angle on either

side forming stiles, and 5mm thick, 95mm wide

pream PVC sheet out of which 75mm shall be

flat and 20mm shall be tapered in 45 degree on

the inner side ot form top and bottom rail and

115mm wide prelim PVc sheet out of which

75nmm shall be flat and 20mm shall be tapered

on both side to form lock rail, Top, bottom and

lock rails shall be provided either side of the

panel. 10mm (5mm x 2) thick 20mm wide cross

PVC sheet shall be provided as gap insert for top

rail and bottom rails. Panelling of 5mm thck both

side prelim PVC sheet to be fitted in the M.S.

frame welded,sealed to the stiles and rails with

7mm (5mm + 2 mm) thick x 15mm wide PVC

sheet beading on inner side, and joined togeth

with solvent cement adhesive. An additional

356 10044 5mm thick PVC strip of 20mm width is to be sqm

Providing and fixing 30mm thick FACTORY MADE

SOLID SINGLE SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.

tubes of 19 gauge thckness and size of 19mm x

19mm for stiles, and 15mm x 15mm for top and

bottom rails. The M.s. frame shall have coat of

steel primers of approved makde and

manufacture. The M.S. frame shall be covered

with 5mm thick heat moulded single side prelim

PVC ‘C’ channel of size 30 x 50mm to form stiles

and 5mm thick and 75mm wide single side

prelim PVC sheets shallbe for the top, bttom and

lock rails. Paneling of 5mm thick one side prelim

sheet to be fitted in the M.S. frame and sealed to

the front (Prelam side) stiles and rails (which

should have a 5mm 45 degree bent portion as

beading) and attached to the back (white/lvory)

stiles and rails (which should have a 10mm

degree bent portion as beading) using 2 nos.

15mm wide x 5mm thick PVC sheet beading

inside the 9 degree bent beading. All stiles, rails

and beading to be joined to the panel using

solvent cement.An additional 5mm thick PVC

strip of 20mm width is to be struck on the

interior side of the ‘C’ channel using PvC solvent

adhesive and 10mm thick (5mm x 20) thick

20mm width cross PVC sheet to be fitted as gap

357 10045 insert for top and bottom rails, etc. complete as sqm

Providing and fixing 30mm thick FACTOR MADE

FULLY GLAZED SOLID PVC DOOR SHUTTER

consisting of frame made out of M.S. tube of

19m gauge thickness and size of 19mm x 19mm

for styles and 15mm x 15mm for top, lock and

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

primer of approved make and manufacture, M.s.

frame shall be covered with 5mm thick heat

moulded PVC ‘C” channel of size 75mm x 30mm

x 50mm out of which 10mm shall be bent at

degree towards inner side on front face of the

door forming stiles. For top rail and bottom rail,

M.S. frame shall be covered with 5mm thick,

100mm wide PVC sheet out of whch 10mm shall

be bent of 90 degree towars inner side on front

face of the door. M.S. frame at lock rail shall be

covered with 125 mm wide PVC sheet out of

which 10mm on both the edges shall be bent at

90 degre on front face of the door and 75mm

wide PVC sheet shall cover the M.S. frame at

top, lock and bottom rail on side of door, 5mm

thick 20mm wide cross PVC sheet as gap insert

for tp and bottom rail.PVC sheet beading of

15mm thck (5mm x 30, 15mm wide to be stuck,

internally with solvent cement adhesive in stiles

and rails. Glass panel will be fitted exernally in

the clear space available between the stiles and

358 10046 rails and fixed between PVC sheet of stiles and sqm

Providing and fixing 30mm thick factory made

wire guazed solid PVC Door shutter consisting of

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

thickness and size of 19mm x 19mm for stiles

and 15mm x 15mm for top, lock and bottm rails,

M.S. frame shall have a coat of steel primers of

approved make and manufacture, 19mm x

19mm M.S. square tubes shall be coveed with

5mm thick head mouled PVC ‘C’ channel of size

30mm thickness, 90mm width out of which

75mm shall be flat and 15 mm shall be bent in

degree angle on either side forming stiles and

5mm thick 115mm wide PVC sheet out of which

100mm shal be flat and 15mm shal be betn in

degree on the inner side to from top and bottom

rails and 130mm wide PVC sheet out of which

100mm shal be flat and 15mm shal be bent in

degree on both side to from lock rail 10mm

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

gap insert for top rail and bottom rail, panel will

be of G.I. wire gauge of 24 gauge to be fitted in

by ‘C’ channel of size 10mm x 35mm on the

either side in the stiles.The inner side ‘C’ channel

is fixed by 19mm x 19mm M.S. tube on both side

with screws. The wire mesh in top, bottom and

lock rail is sealed with 15mm x 15mm tube with

G.I.wire, 1mm (5mmm x 2) thick PVC strip of

359 10047 25mm width is to be stuck and screw on both sqm

Providing and fixing 35mm thick factory made

moulded door shuter consisting of solid core

single leaf flush door of 30mm thickness, lipped

with 15mm (5mm x 3) thick x 30mm width on

one stiles and top rail and 10mm (5mm x 2) thick

x 30mm width on the other stiles and bottom

rails. The inner panel laminated with 2mm thick

termite proof, water proof and fire resistant

moulded PVC sheet with 2,4,6 raised panel

design in different plain and /or prelim colours

on one side after routing the moulded design on

flush door and 2mm plain and/or prelim PVC

sheet on other side using rubber adhesive on

flush door and solvent cement adhesive on the

PVC liping etc. complete as per direction of

Engineer in charge, manufacture’s specification

360 10048 and drawing. sqm

Providing and fixing 30mm thick factory made

moulded door shutter wood free consisting of

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

thickness and size of 25mm x 25mm for stiles,

top and bottom rails, M.S. frame shall have a

coat of steel primers. The inner panel shall

consist of 25mm thick High Density EPS

conforming to IS 4671-1984 bonded with 2mm

thick termite proof, water proof and fire

resistant moulded PVC sheet with 2,4,6 raised

panel design in different plain and /or prelim

colours after routing the moulded design on one

side and 2mm plain and/or prelim PVC sheet on

other side of the EPS. The edges of panel to be

sealed with lipping of 10mm wide PVC sheet

batton (made by sticking 2 PVC rigid foam sheets

of 5mm thickness using PVC solvent cement) and

stiles 25mm (5mm x 5) thick and 30mm width

PVC sheet fitted along M.S. tube for lock

provision and for lock height 5mm thick PVC

sheet of size 150mm x 100mm fixed with upper

and lower face of inner side of EPS panel etc.

complete as per direction of Engineer in charge

361 10049 manufacture’s specification and drawing. sqm

Providing and fixing factory made polyvinyl

chioride (PVC) door frame of the size 50 x 47 mm

with a wall thickness of 5mm, made out of

extruded 5mm rigid PVC foam sheet, mitre out

of two corners and joined with 2nos. of 150mm

long brackets of 15 x 15mm M.s. Square tubes.

The two vertical door profiles are to be

reinforced with 19 x 19 mm m.s. square tube of

19 gauge, EPDM rubber gasket weather seal to

be provided through out the frame. The door

frame shal be fixed to the wall using 65/100 mm

long M.S. screws through the frame by using PVC

fasteners. A miniumum of 4 nos. os screws to be

provided for each vertical members and minium

2 nos. for horizontal members etc. complete as

per manufactures specification and direction of

362 10050 Engineer in charge. sqm

Providing and fixing of fully glazed solid PVC

panel PVC door along with solid PVC door frame.

30mm thick FACTORY MADE FULLY GLAZED

SOLID PVC DOOR SHUTTER consisting of frame

made out of M.S. tube of 19 gauge thickness and

size of 19mm x 19mm for style and 15mm x

15mm for top, lock and bottom rail. M.S. frame

shall have a coat of steel primer of approved

make and manufacture. M.S. frame shall be

covered with 5 mm thick heat mouled PVC ‘C”

channel of size 75mm x 30mm x 50mm out of

whch 10mm shall be bent at 90 degree towards

inner side on front face of the door. M.S. frame

at lock rail shall be covered with 125 mm wide

PVC sheet out of which 0mm on both the edges

shall be bent at 90 degree on front face of the

door and 7mm wide PVC sheet shall cover the

M.S. frame at top, lock and bottom rail on back

side of door, 5 mm thick 20mm wide cross PVC

sheet as gap insert for top and bottom rail. PVC

sheet beading of 15mm thick (5mm x3) 15mm

wide to be stuck internally with solvent cement

adhesive in stiles and rails. Glass panel will be

fittd externally in the clear space available

between the stiles and rails and fixed between

PVC sheet of stiles and rails bent at 90 degree on

front face and 15mm x 10mm ‘L shape outer

363 10051 beading nailed on stiles and rails at the back sqm

Providing and fixing complete sliding shutter

solid PVC window 25mm thick factory made

glazed solid PVC window shutter consisting of

frame made out of M.S. tube of 19 gauge of size

15 x 15mm for styles top, bottom rail. M.S.

frame shall have a coat of steel primer of

approved make and manufacture, M.S. frame

shall be covered with 4mm thick heat mouled

PVC ‘C’ channel of size 58mm x 25mm x 38 mm

out of which 8mm shall be bent at 90 degree

towards inner side on front face of the window

shutter forming stiles. For top rail and bottom

rails, M>S. frame shall be covered with 4mm

thick, 58mm wide PVC sheet out of which 8mm

shall be bent at 90 degree towards inner side on

front face and 38mm wide PVC sheet shall cover

the M.S. frame at top and bottom rail on back

side of window shutter, 4mm thick 15mm wide

cross PVC sheet as gap insert for top and bottom

rail. PVC sheet beading of 8mm thick (4mm x 2)

to be stuck internally with solvent cement

adhesive in top and bottom rails. Glass panel will

be fitted externally in the clear space available

between stiles & rails and fixed between PVC

sheet of stiles and rails bent at 90 degree on

front face 12mm x 123mm ‘L’ shape outer PVC

beading nailed on stiles and rails at the back side

364 10052 so that ‘L’ shape outer PVC beading can be sqm

Providing and fixing Plain/Printed PVC sheet wall

paneling of thickness 5mm consisting of panels

having size 1220 mm x 2440 mm stuck on inner

frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their center

a groove of 6mm width and 1mm depth for

sinking the head of the screw used to fix the

strips to the wall and should be placed vertically

at equal intervals of 10” center to center. The

PVC strips shall be fixd to the wall using 65mm

long M.s. scress through the groove in the strip

by using PVC fasteners. The distance between

two screws shall not be more than 200 A groove

of 2mm may be left at the joint of two panel for

aesthetic looks. The exact size of the panel and

correspondingly of the grid may vary depending

365 10053 on the size of the wall. sqm

Providing and fixing Prelam PVC sheet wall

paneling of thickness 5mm consisting of panels

having size 1220 x 2440 mm stuck on inner

frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their center

a grove of 6mm width asnd 1mm depth for

sinking the had of the screw using to fix the

strips of the wall and should be placed vertically

at equal intervals of 10” center to center. The

PVC strips shall be fixed to the wall using 65mm

long M.S. scres through the groove in the strip by

using PVC fasteners. The distance between two

screws shall not be more than 200 mm. A groove

of 2mm may be left at the joint of two panel for

aesthetic looks. The exact size of the panel and

correspondingly of the grid may vary depending

366 10054 on the size of the wall. sqm

Providing and fixing full height Prelam PVC

partition system 50mm thick consisting of 40mm

sandwich PVC panel made out of 36mm high

density expanded polystyrene sheet (E.P.S.

Thermocol) stuck on both side with 2mm thick

prelim PvC sheet reinforced with frame work

made from 35mm x 5mm M.S. angle. In between

two M.S. angles 4 mm with feathered edges shall

be fixed on floor and 50 x 75 mm with feathered

edges prelim PVC “C” channel of size 50mm x

75mm with feathered edges prelim PVC panel

shall be inserted in the PVC ‘C” channel The first

and last M.S. angle should be erected such that it

is inside a PVC C channel of size 50 x 75mm In

between adjoining EPS sandwiched PVC partition

panel 4mm thick x 75 mm width prelim PVC

sheet feathered at edges shall be stuck on front

and back face using solvent cement etc. An

additional 4mm thick PVC strip of 40mm width is

to be stuck on the intrior side of the ‘C” channel

using PVC solvent adhesive completeas per

direction of Engineer in charge. Manufacture’s

367 10055 specification and drawing. sqm

Providing and fixing full height Plan/colour PVC

partition system 50mm thick consisting of 40mm

sandwich PVC panel made out of 36mm high

density expanded polystyrene sheet (E.P.S.

Thermocol) stuck on both side with 2mm thick

plain PVC sheet reinforced with frame work

made from 35mm x 5mm M.S. angle. In between

two M.S. angles 4 mm thick plan heat moulded

PVC ‘C’ channel of size 50mm x 100 mm with

feathered edes shall be fixed on floor and 50 x

75 mm with feathered edges

plain/printed/prelim PVC ‘C’ channel shall be

fixed in the ceiling. Sandwich PVC panel shall be

inserted in the PVC “c” channel. The first and last

M.S. angle should be erected such that it is

inside a PVC C channel of size 50 x 75mm. In

between adjoining EPS sandwiched PVC partition

panel 4mm thick x 75mm width plain PVC sheet

feathered at edges shall be stuck on front and

back face using solvent cement etc. And

additional 4mm thick PVC strip of 40mm width is

to be stuck on the interior side of the C channel

using PVC solvent adhesive complete as per

direction of Engineer in charge, manufacture’s

368 10056 specification and drawing. sqm

Providing and fixing full height Printed PVC

partition system 50mm thick PVC partition

consisting of 40mm sandwich PVC panel made

out of 36mm high density expanded polystyred

shet (EPS Thermocol) stuck on the both side with

2mm thick printed PVC sheet reinforced with

frame work made from 35mm x 5mm M.S.

angle. IN between two M.S. angles 4mm thick

printed heat moulded PVC C channel of size

50mm x 100mm with feathered, edges shall be

fixed on floor and 50 x 75 mm with feathered

edges printed PVC C channel shall be fixed in the

ceiling, Sandwich PVC panel shall be inserted in

the PVC C channel. The first and last M.S. angle

should be erected such that it is inside a PVC C

channel of size 50 x 75mm In between adjoining

EP sandwiched PVC partition panel 4mm thick x

75mm width printed PVC sheet feathered at

edges shall be suck on front and back face using

solvent cement. If the height of partition exceeds

8 feet; then 15mm x 30mm M.S. tube is welded

horizontally at the joint of panels in between

two vertical angels etc. An additional 4mm thick

PVC strip of 40mm width is to be stuck on the

interior side of the C channel using PVC solvent

adhesive complete as per direction of Engineer

369 10057 in charge, manufactures. sqm

Providing and fixing PVC plain colour false ceiing

with grid type with alu frame consisting of

mm x 600mm 3mm thick plain PVC sheet used as

panel insert in a frame work made using

anodized alluminium T section of size 1” x 1” (25

x 25mm, 19 gauge or 1mm thick) in square

pattern of grid sizes of 2 x 2 (600 x 600mm). The

alluminium frame work is supported from the

ceiling with the help of G.I. hook and G.I.

wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame

work is supported on side wall with the use of

alluminium L section of size 1 x 1 (25 x 25mm)

angles et. Complete as per direction of Engineer

in charge. Manufactures, specification and

370 10058 drawing sqm

Providing and fixing PVC Printed pain colour false

ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of

size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick)

in square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is

supported from the cceiling with the help of G.I.

hook and G.I. wire/6mm M.S. rods of required

sizes to maintain proper level etc. The aluminium

frame work is supported on side wall with the

use of alluminium L section of size 1 x 1 (25 x

25mm) angles etc. complete as per direction of

Engineer in charge. Manufactures specification

371 10059 and drawing. sqm

Providing and fixing PVC plain colour false ceiling

with flush type with alluminium frame, frame

work is done with three different sections of G.I.

sheet of 24 gauge thickness named as C, U and L.

The C section is fixed with hangers at an equal

distance of 36” each and then U section is fixed

perpendicular on C section with steel screws at

an equal distance of 16” each. The complete

frame work is supported by G.I. L angle 6mm rod

hangers from the roof and L sections is fixed all

around the wall as shown in the diagram. 5mm

PVC sheet strips of size 2 wide and fixed with

counter sunk steel screw on the U section.

Further 3mm PVC sheet is stuck to these PVC

strips with solvent cement such that joining lines

are perfectly matched. P.U. putty is filled, ceiling

for getting fine surface finish etc. complete as

per direction of Engineer in charge,

372 10060 manufacturer’s specification and drawing. sqm

Providing and fixing PVC printed false ceiling with

flush type with alluminium frame, frame work is

done with three different sections of G.I. sheet

of 24 gauge thickness named as C, U and L. The C

section is fixed with hangers at an equal distance

of 36” each and then U section is fixed

perpendicular on C section with steel screws at

and equal distance of 16” each. The complete

frame work is supported by G.I. L angle/6 mm

rod hangers from the roof and L sections is fixed

all around the wall as shown in the diagram.

5mm PVC sheet strips of size 2 wide are fixd with

counter sunk steel screws on the U section.

Further 3mm PVC sheet is stuck to these PVC

strips with solvent cement such that joining lines

are perfectly matched. P.U. putty is filled, dried

and leveled and requisite coats of primer and

paint is done on the ceiling for getting fine

surface finish etc. complete as per direction of

Engineering and charge manufacturer’s

373 10061 specification and drawing sqm

Extra rate for using polyester fiber (12mm) with

triangular of equivalent cross section with

specific gravity 1.35 to 1.40 (as a secondary

reinforcement) in concrete of any grade at the 1 Packet

rate of 125 gms per 50 kg of Cement of

374 10062 consumption. gms

Extra rate for using polyester fiber (6mm) with

triangular cross of equivalent section with

specific gravity 1.35 to 1.40 (as a secondary

reinforcement) in mortar of any grade at the 1 Packet

rate of 125 gms per 50 kg of cement of

375 10063 consumption. gms

Providing fusion bonded Epoxy coating not less

than 175 micron thickness and up to

micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at

376 10064A plant and all taxes (A) 10mm to 16mm dia bar M.T

Providing fusion bonded Epoxy coating not less

than 175 micron thickness and up to

micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at

377 10064B plant and all taxes (B) 20mm to 32 mm dia bar M.T

Steel work, riveted 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, channels angles Tees, flats,

with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins

378 11001AA 11.2 conneted to common rafters and the like. q

Steel work, riveted in built up sections framed

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint. (D)

In trussses and trussed purlins, upto 25 M. span

379 11001DA 11.2 and 15 M ovarall height. q

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, channels angles Tees,

flats, with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters,

380 11002AA 11.4 purlins conneted to common rafters and the like q

Steel work, welded in built up sections framed

work including cutting, hoisting, fixing in position

and applying a priming coat of red lead paint. (D)

In trussses and trussed purlins, upto 25 M. span

381 11002DA 11.4 and 15 M. ovarall height. q

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 40x 40 x 6 mm

with 38mm dia, steel pulleys complete with

bolts, nuts, locking arrangements, stoppers

handles including applying a priming coat of red

382 11003A 11.6 lead paint. q

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

shutters with frame and diagonal braces of 40 x

40 x 6 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 guide rail

at top and bottom respactively with handles,

stoppers and locking agangement etc, including

383 11004A 11.7 applying a priming coat of red lead paint. Sqm

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

bracket plates, guide channels and arragements

for inside and outside locking with push-pull

operation including the cost of hood cover and

spring etc. complete.(A) Shutters having width

384 11005A 0 below 3.5 M. Sqm

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

bracket plates, guide channels and arragements

for inside and outside locking with push-pull

operation including the cost of hood cover and

spring etc. complete. (B) Shutters having width

385 11005B 0 3.5 M. and above Sqm

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

bracket plates, guide channels and arrangements

for inside and outside locking with push-pull

operation complete but excluding the cost of

hood cover and spring. (A) Shutters having width

386 11006A 11.9 below 3.5.M. Sqm

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

bracket plates, guide channels and arrangements

for inside and outside locking with push-pull

operation complete but excluding the cost of

hood cover and spring. (B) Shutters having width

387 11006B 11.9 above 3.5 M. Sqm

Providing and fixing 27.5 cm. long wire spring

grade No.2 of approved make for rolling

388 11007 11.1 shutters. Each

Providing and fixing Hood cover for rolling

shutters (A) Shutters having width below

389 11008A 11.11 meters Rmt

Providing and fixing Hood cover for rolling

shutters (B) Shutters having width 3.5 meters

390 11008B 11.11 and above Rmt

Fixing standard steel Doors, windows and

ventilatos inwalls with 16 x 3.15 mm longs

cm. long embeded in Cement Concrete block

x 10 x 10 of 1:3:6 (1- Cement : 3-coarse sand : 6-

graded stone aggregate of 20mm size ) cost for

supply of door/ window/ ventilators shall be paid

391 11009 11.14 separately. Sqm

Providing and fixing M.S. Fan clamps type 1 to

16mm dia M.S. bar bent to shape with hooked

ends to R.C.C. slabs curing, laying including

painting the exposed portion of loops, all as per

392 11010 11.2 standard design complete. Each

Extra over rate of item 20 for providing and

fixing M.S. fan clamps type-II as per standard

design in R.C.C. beams during laying towards

393 11011 11.21 additional height of the clamp due to beam rib. Cm Height

Providing and fixing M.S. round holding down or

anchor bolts with nuts and washer plates

394 11012 11.23 complete. Kg

Providing and fixing EZ-7 section door/window

frame including welding and fixtures fastenings

including 3 coats of approved enamel oil paint

395 11013 0 etc complete. Sqm

Providing and fixing window having extruded

aluminum Colour anodized section frame main

outer size 127mm x 38.10mm x 1.35mm @wt.

1.384kg/m, horizontal Four track member size

kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @1.398 kg/mt with sliding

shutters of horizontal member size 40mm x

18mm x 1.29mm@ 0.456kg/mt ,vertical member

of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt

with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc

396 11026 complete for window. Sqm

Providing and fixing window having extruded

aluminum Colour anodized section frame main

outer size 95mm x 24mm x 1.17mm @ wt.of

0.738 Kg/mt , horizontal Three track member

size 92mm x 31.75mm x 1.30mm,@ Wt.1.07

Kg/mt , vertical member of size 92mm x

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with

sliding shutters of horizontal member size

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt,

vertical member of size 40mm x 18mm x

mm @ wt.of 0.456Kg/mt/ with 5 mm thick

transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to

397 11027 frame as per details etc Sqm

Providing and fixing window having extruded

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with

mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

398 11028 window. Sqm

Providing and fixing standared extruded of

alluminium section of size 63.50 x 38.10 x

mm @ Wt 1.094Kg / Rmt with colour anodized

alluminium frame with 5 mm thick transparent

bronze colour tinted float glass with colour

anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete

399 11029 for.window Sqm

Providing and fixing standared extruded of

alluminium section of size 63mm x 38.10mm x

1.2mm @ Wt. 0.643 Kg/mt with colour anodized

alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for