ANNUAL RATE CONTRACT FOR CARRIED OUT MISCELLANEOUS WORKS RELATED BUILDING, ROAD AND UNDER GROUND DRAINAGE AT DIFFERENT AREA AND SUPPLY OF BUILDING MATERIAL IN BANTWA MUNICIPALITY.

NAME OF WORK : ANNUAL RATE CONTRACT FOR CARRIED OUT MISCELLANEOUS WORKS RELATED

BUILDING, ROAD AND UNDER GROUND DRAINAGE AT DIFFERENT AREA AND SUPPLY OF BUILDING

MATERIAL IN BANTWA MUNICIPALITY.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

1 Lime Mortar 1:1 (1-lime putty/ Equivalent dry 1.00 cu.m 2177.46

Hydrated Lime : 1-Fine sand)

2 Lime Mortar 1:2 (1-lime putty/ Equivalent dry 1.00 cu.m 1969.91

Hydrated Lime : 2-Fine sand)

3 Lime Mortar 1:3 (1-lime putty/Equivalent dry 1.00 cu.m 1866.43

Hydrated Lime : 3 - Fine sand)

4 Lime Mortar 1:1.5 (1-lime putty/ Equivalent dry 1.00 cu.m 2095.59

Hydrated Lime : 1.5 Fine sand)

5 Cement Mortar 1:1 (1-Cement: 1- fine sand) 1.00 cu.m 7332.45

6 Cement Mortar 1:2(1-Cement: 2-fine sand) 1.00 cu.m 5272.43

7 Cement Mortar 1:3(1-Cement: 3- fine sand ) 1.00 cu.m 4242.89

8 Cement Mortar 1:4(1-Cement: 4- fine sand ) 1.00 cu.m 3421.38

9 Cement Mortar 1:5(1-Cement: 5- fine sand ) 1.00 cu.m 2979.03

10 Cement Mortar 1:6(1-Cement: 6- fine sand ) 1.00 cu.m 2599.88

11 Cement Mortar 1:3 (1-Cement: 3 - coarse sand) 1.00 cu.m 4275.31

12 Cement Mortar 1:4 (1-Cement: 4 - coarse sand) 1.00 cu.m 3453.81

13 Cement Mortar 1:5 (1-Cement: 5 - coarse sand) 1.00 cu.m 3011.46

14 Cement Mortar 1:6 (1-Cement: 6 - coarse sand) 1.00 cu.m 2632.30

15 Cement Mortar 1:8 (1-Cement: 8 - fine sand) 1.00 cu.m 2253.15

16 Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry 1.00 cu.m 2122.56

hydrated Lime:1.5 coarse sand)

17 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 144.85

sorting out and stacking of useful materials and

disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

18 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 185.16

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

19 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 316.85

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

20 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 325.47

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting

21 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 739.3

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

22 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 160.59

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

23 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 200.88

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

24 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 338.4

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

25 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 353.49

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (D) Soft rock not requiring

26 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 767.32

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

27 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 176.32

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

28 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 215.54

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

29 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 353.49

5.0 m including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

30 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 381.51

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring

31 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 795.35

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

32 Extra for additional depth more than 5.0 m for 1.00 cu.m 26.13

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

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

33 Extra for additional depth more than 5.0 m for 1.00 cu.m 26.13

excavation for foundation including sorting out and

stacking of useful materials and disposing off the

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

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

34 Extra for additional depth more than 5.0 m for 1.00 cu.m 35.93

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

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

35 Extra for additional depth more than 5.0 m for 1.00 cu.m 46.37

excavation for foundation including sorting out and

stacking of useful materials and disposing off the

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

require Blasting

36 Extra for additional depth more than 5.0 m for 1.00 cu.m 46.37

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

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

37 Add extra for Disposing off the excavated stuff of 1.00 cu.m 20.56

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

38 Add extra for Disposing off the excavated stuff of 1.00 cu.m 41.13

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

39 Add extra for Disposing off the excavated stuff of 1.00 cu.m 61.69

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

40 Add extra for Disposing off the excavated stuff of 1.00 cu.m 91.39

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

41 Add extra for Disposing off the excavated stuff of 1.00 cu.m 152.32

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

42 Filling available excavated earth (excluding rock) 1.00 cu.m 161.32

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

43 Filling in plinth with sand under floors including 1.00 cu.m 567.67

watering ramming, consolidating and dressing

44 Filling in foundation and plinth with murrum or 1.00 cu.m 355.56

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

45 Filling in foundation and plinth with brick Bats 1.00 cu.m 732.22

Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc. complete.

46 Boring holes 3.5 m deep in ordinary soil (for cast in 1.00 Each 1312.64

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

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(i)200 mm

47 Boring holes 3.5 m deep in ordinary soil (for cast in 1.00 Each 1571.29

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

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(ii) 250 mm

48 Boring holes 3.5 m deep in ordinary soil (for cast in 1.00 Each 1838.55

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

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(iii) 300 mm

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

49 Extra for under reaming inside the bore Holes for 1.00 Each 523.77

under reamed piles of following Diameter.(i)

50 Extra for under reaming inside the bore Holes for 1.00 Each 629.38

under reamed piles of following Diameter.(ii)

51 Extra for under reaming inside the bore Holes for 1.00 Each 782.41

under reamed piles of following Diameter.(iii)

52 Add to or deduct from the rate for Bore Holes of 3.5 m 1.00 Each 439.71

Depth, if bore holes are made deeper or shallower

than 3.5M. for Piles of following diameter.(i)

53 Add to or deduct from the rate for Bore Holes of 3.5 m 1.00 Each 586.27

Depth, if bore holes are made deeper or shallower

than 3.5M. for Piles of following diameter.(ii)

54 Add to or deduct from the rate for Bore Holes of 3.5 m 1.00 Each 657.40

Depth, if bore holes are made deeper or shallower

than 3.5M. for Piles of following diameter.(iii)

55 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 250.40

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

56 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 321.15

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

57 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 548.03

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

58 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 627.88

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting

59 Excavation for foundation upto 1.5 m depth including 1.00 cu.m 1189.30

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

60 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 276.94

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

61 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 347.69

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

62 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 587.85

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

63 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 654.49

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead. (D) Soft rock not requiring

64 Excavation for foundation for depth from 1.5 m to 1.00 cu.m 1235.71

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

65 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 303.47

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil

66 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 374.23

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

67 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 614.39

5.0 m including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

68 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 706.22

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring

69 Excavation for foundation for depth from 3.0 m to 1.00 cu.m 1282.13

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

70 Providing and laying in foundation and plinth / under 1.00 cu.m 3422.38

floors lime concrete with hand broken stone

aggregates 40mm nominal size and 40% mortar

comprising of 1-Lime putty : 2-Fine sand and curing

complete excluding cost of formwork.

71 Providing and laying in foundation and plinth / under 1.00 cu.m 3362.59

floors lime concrete with graded brick aggregates

mm nominal size and 40% mortar comprising of 1-

Limeputty : 2-Fine sand and curing

completeexcluding cost of formwork.

72 Providing and laying cement concrete 1:3:6 (1- 1.00 cu.m 3646.87

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

aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

73 Providing and laying cement concrete 1:4:8 (1- 1.00 cu.m 3263.30

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

aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

74 Providing and laying cement concrete 1:3:6 (1- 1.00 cu.m 4892.67

Cement : 3- Coarse sand : 6- crushed stone aggregates

20 mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping

75 Providing and laying cement concrete 1:5:10 (1- 1.00 cu.m 3071.52

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

aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

76 Providing and laying cement concrete 1:3:6 (1- 1.00 cu.m 3618.23

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

aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A) Foundation and

77 Providing and laying cement concrete 1:4:8 (1- 1.00 cu.m 3234.66

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

aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A) Foundation and

78 Providing and laying cement concrete 1:5:10 (1- 1.00 cu.m 3026.74

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

aggregates 40mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

79 Providing and laying cement concrete 1:2:4 (1- 1.00 cu.m 4483.46

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

20 mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and

80 Providing and laying cement concrete 1:2:4 (1- 1.00 cu.m 4483.46

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 floor two level

81 Providing and laying cement concrete work 1:2:4 (1- 1.00 cu.m 4823.74

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 Mass concrete

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

82 Providing and laying cement concrete work 1:2:4 (1- 1.00 cu.m 4936.63

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

83 Providing and laying cement concrete work 1:2:4 (1- 1.00 cu.m 4936.63

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 two level.

84 Providing and laying cement concrete work 1:2:4 (1- 1.00 cu.m 5924.15

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 level

85 Providing and laying cement concrete work 1:2:4 (1- 1.00 cu.m 5231.11

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 level.

86 Providing and laying cement concrete 1:2:4 (1- 1.00 cu.m 7886.15

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

20 mm nominal size) for reinforced concrete Chhajjas

not exceeding 10cm. thickness upto floor two level

including finishing the exposed surfaces with cement

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing

complete excluding cost of reinforcement.

87 Providing Mild Steel reinfircement for R.C.C. work 1.00 kg 72.64

including bending binding, and placing in position

complete upto floor two level.

88 Providing H.Y.S.D. Bar reinforcement for R.C.C. work 1.00 kg 75.26

including bending, binding and placing in position

complete upto floor two level

89 Providing TMT Bar FE 415 reinforcement for R.C.C. 1.00 kg 80.50

work including bending, binding and placing in

position complete upto floor two level

90 Providing TMT Bar FE 500D reinforcement for R.C.C. 1.00 kg 91.06

work including bending, binding and placing in

position complete upto floor two level

91 Providing TMT Bar FE 550D reinforcement for R.C.C. 1.00 kg 111.92

work including bending, binding and placing in

position complete upto floor two level

92 Extra for additional lift of concrete for all R.C.C. work 1.00 cu.m 49.00

above floor two level excluding cost of reinforcment

93 Extra for additional lift of reinforcing steel for all 1.00 kg 1.24

R.C.C. work above floor two level.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

94 Deduct for omiting in R.C.C. work smooth finishing of 1.00 Sqm 171.74

the exposed surface with cement mortar 1:3 (1-

Cement : 3- Fine sand)

95 Providing throating or plaster drip and moulding to 1.00 Rmt 50.72

R.C.C. Chhajja.

96 Providing upto floor two level precast cement 1.00 Sqm 884.46

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 complete. (A) 50mm thick

97 Providing upto floor two level precast cement 1.00 Sqm 808.18

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 complete. (B) 40mm thick

98 Providing upto floor two level precast cement 1.00 Sqm 773.13

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 complete. (C) 25mm thick

99 Providing upto floor two level precast cement 1.00 Sqm 954.56

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 complete. (D) 75mm thick

100 Providing upto floor two level precast cement 1.00 Sqm 1004.04

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 complete.(E) 100mm thick

101 Extra for additional lift for providing and fixing in 1.00 Sqm 12.33

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

102 Providing and laying damp proof course 25mm thick 1.00 Sqm 379.35

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

stone aggregate 10 mm nominal size) and curing

103 Extra for providing and mixing water proofing 1.00 Litres or Kg 57.92

material in Cement concrete in mix proportion per Quintal

recommended by the manufacturers. of Cement

104 Providing and laying controlled cement concrete 1.00 cu.m 4746.11

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of columns

and Mass concrete

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

105 Providing and laying controlled cement concrete 1.00 cu.m 5111.60

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (B) Walls, from top of foundation level upto

floor two level

106 Providing and laying controlled cement concrete 1.00 cu.m 5080.23

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (C) Slabs, landing, shelves, Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level

107 Providing and laying controlled cement concrete 1.00 cu.m 5204.42

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (D) Columns, Pillars posts and struts upto

floor two level.

108 Providing and laying controlled cement concrete 1.00 cu.m 6390.90

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (E) Staircases excluding landing upto floor

109 Providing and laying controlled cement concrete 1.00 cu.m 5568.75

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor

110 Providing and laying controlled cement concrete 1.00 cu.m 4852.67

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns

and Mass concrete

111 Providing and laying controlled cement concrete 1.00 cu.m 5503.05

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (B) Walls, from top of foundation level upto

floor two level

112 Providing and laying controlled cement concrete 1.00 cu.m 5471.68

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (C) Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two level.

113 Providing and laying controlled cement concrete 1.00 cu.m 5595.87

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (D) Columns, Pillars posts and struts upto

floor two level.

114 Providing and laying controlled cement concrete 1.00 cu.m 6723.61

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (E) Staircases excluding landing upto floor

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

115 Providing and laying controlled cement concrete 1.00 cu.m 5781.89

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two

116 Providing and laying controlled cement concrete 1.00 cu.m 5176.38

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns

and Mass concrete.

117 Providing and laying controlled cement concrete 1.00 cu.m 5541.87

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (B) Walls, from top of foundation level upto

floor two level

118 Providing and laying controlled cement concrete 1.00 cu.m 5510.50

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (C) Slabs,landing,shelves,Balconies, Lintels,

Beams, Girders and Cantilever upto floor two level.

119 Providing and laying controlled cement concrete 1.00 cu.m 5634.69

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

work in (D) Columns, Pillars posts and struts, upto

floor two level.

120 Providing and Laying ordinary cement concrete 1:2:4 1.00 cu.m 9844.06

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

aggregates 20 mm nominal size) and finishing smooth

with curing etc. complete including the cost of

formwork but excluding the cost of reinforsement for

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

121 Providing and Laying ordinary cement concrete 1:2:4 1.00 cu.m 8807.89

(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 10 cm.thickness

122 Providing and Laying ordinary cement concrete 1:2:4 1.00 cu.m 8115.74

(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. thickness

123 Providing and Laying ordinary cement concrete 1:2:4 1.00 cu.m 7427.72

(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 15 cm.thickness

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

124 Providing and Laying controlled cement concrete 1.00 cu.m 9972.07

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

(i) Slabs upto 8cm thickness

125 Providing and Laying controlled cement concrete 1.00 cu.m 8935.90

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 upto

126 Providing and Laying controlled cement concrete 1.00 cu.m 7978.49

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 upto 13 cm.

127 Providing and Laying controlled cement concrete 1.00 cu.m 7555.73

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 upto

128 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 11242.61

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

aggregates 20 mm nominal size) exposed work with

curing etc. complete including the cost of formwork

but excluding the cost of reinforsement for R.C.C

work in (i) Slabs upto 8cm thickness

129 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 9926.73

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

aggregates 20 mm nominal size) exposed work with

curing etc. complete including the cost of formwork

but excluding the cost of reinforsement for R.C.C

work in (ii) Slabs having more than 8 cm and upto

130 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 8782.47

(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. thickness

131 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 8173.99

(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

15 cm.thickness

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

132 Providing and laying controlled cement concrete 1.00 cu.m 11370.62

M.150 and 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

133 Providing and laying controlled cement concrete 1.00 cu.m 10054.74

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 and upto 10 cm.thickness

134 Providing and laying controlled cement concrete 1.00 cu.m 8838.87

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 and upto 13 cm. thickness

135 Providing and laying controlled cement concrete 1.00 cu.m 8302.00

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 and upto 15 cm.thickness

136 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 10036.23

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

aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost

of reinforcement.

137 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 10125.36

(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 0.08 Sq.M

138 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 9031.74

(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 than 0.08Sq.M and upto

139 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 7750.40

(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 than 0.12Sq.M and upto

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

140 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 13802.92

(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 0.08 Sq.M

141 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 12335.00

(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 than 0.08 Sq.M and upto

142 Providing and laying ordinary cement concrete 1:2:4 1.00 cu.m 10242.09

(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 than 0.12Sq.M and upto

143 Providing and laying ordinary cement concrete 1.00 cu.m 12304.20

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 0.08 Sq.M

144 Providing and laying controlled cement concrete 1.00 cu.m 10799.96

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 than 0.08Sq.M and

145 Providing and laying controlled cement concrete 1.00 cu.m 9037.51

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 than 0.12Sq.M and

146 Providing and laying controlled cement concrete 1.00 cu.m 16169.72

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 0.08 Sq.M

147 Providing and laying controlled cement concrete 1.00 cu.m 14283.28

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 than 0.08 Sq.M and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

148 Providing and laying controlled cement concrete 1.00 cu.m 11645.63

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 than 0.12Sq.M and

149 Providing and laying controlled cement concrete 1.00 cu.m 12680.75

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 0.08 Sq.M

150 Providing and laying controlled cement concrete 1.00 cu.m 11176.52

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 than 0.08Sq.M and

151 Providing and laying controlled cement concrete 1.00 cu.m 9414.07

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 than 0.12Sq.M and

152 Providing and laying controlled cement concrete 1.00 cu.m 16959.34

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 0.08 Sq.M

153 Providing and laying controlled cement concrete 1.00 cu.m 14818.83

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 than 0.08 Sq.M and

154 Providing and laying controlled cement concrete 1.00 cu.m 12022.18

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 than 0.12Sq.M and

155 Providing and laying controlled cement concrete 1.00 cu.m 12753.34

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 0.08 Sq.M

156 Providing and laying controlled cement concrete 1.00 cu.m 11249.11

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 than 0.08Sq.M and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

157 Providing and laying controlled cement concrete 1.00 cu.m 9486.66

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 than 0.12Sq.M and

158 Providing and laying controlled cement concrete 1.00 cu.m 17278.32

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 0.08 Sq.M

159 Providing and laying controlled cement concrete 1.00 cu.m 14891.42

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 than 0.08 Sq.M and

160 Providing and laying controlled cement concrete 1.00 cu.m 12094.77

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 than 0.12Sq.M

and upto 0.18 Sq.M

161 Providing and applying anticarrasive treatment with 1.00 MT 4911.94

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 only) etc complete.

162 Providing and fixing in expansion joint 100 mm thick 1.00 Sqm 3513.51

expansion joint board of best quality and approved

make including cutting to required size and shape at

all levels etc. complete as directed.

163 Providing and laying and fixing 50 mm thick 1.00 Sqm 1756.76

expansion joint by hydro cell semi rigid UV resistance

with high performance laminated closed cell

polythene foam joint filler in sheet foam as directed,

164 Providing and laying and fixing 25 mm thick 1.00 Sqm 878.37

expansion joint by hydro cell semi rigid UV resistance

with high performance laminated closed cell

polythene foam joint filler in sheet foam as directed,

165 Applying and providing Expansion joint sealing 1.00 Sqm 5622.45

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 as directed.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

166 Providing and filling the expansion joint by polymer 1.00 Sqm 607.25

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 PU foam etc. complete.

167 Providing and filling the expansion joint by polymer 1.00 Sqm 322.45

confirm to BS 4254-1983 as per required shade and

manufactured specifi-cation by making groove of

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 PU foam etc.

168 Providing and fixing 25 cm Wide & 3mm thick 1.00 Sqm 1242.24

exterior composite panel on existing expansion joint

horizontally & vertically with all material, hardware,

acessories & fittings etc completed.

169 Providing and laying in position Ready Mixed M-150 1.00 cu.m 4675.75

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

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

170 Providing and laying in position Ready Mixed M-200 1.00 cu.m 5920.30

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 Providing and laying in position Ready Mixed M-250 1.00 cu.m 5988.56

grade concrete for reinforced cement conctere work

, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping

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

the cost of centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 450 kg )

172 Providing and laying in position Ready Mixed M-300 1.00 cu.m 6214.78

grade concrete for reinforced cement conctere work

, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping

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

the cost of centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 475 kg )

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

173 Providing and laying in position Ready Mixed M-350 1.00 cu.m 6330.53

grade concrete for reinforced cement conctere work

, using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping

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

the cost of centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without

Fly Ash(Min cement level as per latest IS 456 shall be

maintained) (Cement level 500 kg )

174 Providing and applying anti carbonation, anti fading, 1.00 Sqm 142.67

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

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"

accredited institution.

175 Providing and fixing premoulded compressible filler 1.00 Sqm 697.67

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

water absorption & compression recovery of 93%

minimum as per specification for 12 mm wide

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

176 Providing and fixing premoulded compressible filler 1.00 Sqm 946.37

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

water absorption & compression recovery of 93%

minimum as per specification for 20 mm wide

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

177 Providing and fixing premoulded compressible filler 1.00 Sqm 1568.11

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

water absorption & compression recovery of 93%

minimum as per specification for 40 mm wide

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

178 Providing and applying the elastomeric joint sealant 1.00 Rmt 210.55

two component, high performance polysulfide

formulation conforming to BS:4254 and ASTM C

having weathering resistance to ultra-violet rays and

shall exhibit shore A hardness of 25 and have

movement accommodation factor 25% including

using of compatible primer of approved standard etc.

complete. for 12 mm thick joint

179 Providing and applying the elastomeric joint sealant 1.00 Rmt 304.07

two component, high performance polysulfide

formulation conforming to BS:4254 and ASTM C

having weathering resistance to ultra-violet rays and

shall exhibit shore A hardness of 25 and have

movement accommodation factor 25% including

using of compatible primer of approved standard etc.

complete. For 20 mm thick joint

180 Brick work using common burnt clay building bricks 1.00 cu.m 5415.21

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

in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(A) Modular

181 Brick work using common burnt clay building bricks 1.00 cu.m 5001.64

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

in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(B) Conventional

182 Brick work using common burnt clay building bricks 1.00 cu.m 6036.58

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

in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(C) Fly Ash Bricks

183 Brick work using common burnt clay building bricks 1.00 cu.m 5292.26

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

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

Cement : 6 -fine sand)(A) Modular

184 Brick work using common burnt clay building bricks 1.00 cu.m 4965.39

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

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

Cement : 6 -fine sand)(B) Conventional

185 Brick work using common burnt clay building bricks 1.00 cu.m 5904.64

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

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

Cement : 6 -fine sand)(C) Fly Ash Bricks

186 Brick work using common burnt clay building bricks 1.00 cu.m 5164.73

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

in foundation and plinth in Cement Mortar 1:8 (1-

Cement : 8 -fine sand)(A) Modular

187 Brick work using common burnt clay building bricks 1.00 cu.m 4819.64

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

in foundation and plinth in Cement Mortar 1:8 (1-

Cement : 8 -fine sand)(B) Conventional

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

188 Brick work using common burnt clay building bricks 1.00 cu.m 5787.12

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

in foundation and plinth in Cement Mortar 1:8 (1-

Cement : 8 -fine sand)(C) Fly Ash Bricks

189 Brick work using common burnt clay building bricks 1.00 cu.m 5175.96

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

in foundation and plinth in Lime Mortar 1:1.5 (1-

Lime putty :1.5 -fine sand)(A) Modular

190 Brick work using common burnt clay building bricks 1.00 cu.m 4832.48

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

in foundation and plinth in Lime Mortar 1:1.5 (1-

Lime putty :1.5 -fine sand)(B) Conventional

191 Brick work using common burnt clay building bricks 1.00 cu.m 5752.08

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

in foundation and plinth in Lime Mortar 1:1.5 (1-

Lime putty :1.5 -fine sand)(C) Fly Ash Bricks

192 Brick work using common burnt clay building bricks 1.00 cu.m 5153.37

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

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

Lime putty : 2 -fine sand)(A) Modular

193 Brick work using common burnt clay building bricks 1.00 cu.m 4806.65

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

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

Lime putty : 2 -fine sand)(B) Conventional

194 Brick work using common burnt clay building bricks 1.00 cu.m 5700.53

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

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

Lime putty : 2 -fine sand)(C) Fly Ash Bricks

195 Extra for brick work in superstructure above plinth 1.00 cu.m 317.50

level upto floor two level (A) Modular

196 Extra for brick work in superstructure above plinth 1.00 cu.m 331.93

level upto floor two level (B) Conventional

197 Extra for brick work in superstructure above plinth 1.00 cu.m 331.93

level upto floor two level(C) Fly Ash Bricks

198 Extra for brick work in superstructure above floor 1.00 per floor 53.20

two level Item No. 1(6.12) (A) Modular per cu.m

199 Extra for brick work in superstructure above floor 1.00 per floor per 49.99

two level Item No. 1(6.12) (B) Conventional cu.m

200 Extra for brick work in superstructure above floor 1.00 per floor per 61.45

two level Item No. 1(6.12) (C) Fly Ash Bricks cu.m

201 Extra for brick work in superstructure above floor 1.00 per floor 52.92

two level Item No. 2(6.13) (A) Modular per cu.m

202 Extra for brick work in superstructure above floor 1.00 per floor per 49.62

two level Item No. 2(6.13) (B) Conventional cu.m

203 Extra for brick work in superstructure above floor 1.00 per floor per 61.08

two level Item No. 2(6.13) (C) Fly Ash Bricks cu.m

204 Extra for brick work in superstructure above floor 1.00 per floor 51.62

two level Item No. 3 (A) Modular per cu.m

205 Extra for brick work in superstructure above floor 1.00 per floor 48.17

two level Item No. 3 (B) Conventional per cu.m

206 Extra for brick work in superstructure above floor 1.00 per floor 59.63

two level Item No. 3 (C) Fly Ash Bricks per cu.m

207 Extra for brick work in superstructure above floor 1.00 per floor 51.73

two level Item No. 4 (A) Modular per cu.m

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

208 Extra for brick work in superstructure above floor 1.00 per floor 48.29

two level Item No. 4 (B) Coventional per cu.m

209 Extra for brick work in superstructure above floor 1.00 per floor 59.76

two level Item No. 4 (C) Fly Ash Bricks per cu.m

210 Extra for brick work in superstructure above floor 1.00 per floor 51.50

two level Item No. 5 (A) Modular per cu.m

211 (i) Half brick masonry in common brunt clay 1.00 Sqm 730.55

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 plinth (A) Modular

212 (i) Half brick masonry in common brunt clay 1.00 Sqm 742.08

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 plinth (B)

213 (i) Half brick masonry in common brunt clay 1.00 Sqm 834.98

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 plinth (C)Fly Ash

214 (ii) Half brick masonry in common brunt clay 1.00 Sqm 718.95

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 plinth (A) Modular

215 (ii) Half brick masonry in common brunt clay 1.00 Sqm 729.07

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 plinth (B)

216 (ii) Half brick masonry in common brunt clay 1.00 Sqm 818.48

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 plinth (C)Fly Ash

217 (iii) Half brick masonry in common brunt clay 1.00 Sqm 700.45

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) Modular

218 (iii) Half brick masonry in common brunt clay 1.00 Sqm 708.36

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 (iii) Half brick masonry in common brunt clay 1.00 Sqm 785.50

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 (C)Fly Ash

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

220 Extra for brick work in superstructure above floor 1.00 cu.m 49.99

two level Item No. 5 (B) Coventional

221 Half brick masonry in common brunt clay building 1.00 Sqm 806.37

bricks having crushing strength not less than

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 plinth (A) Modular

222 Half brick masonry in common brunt clay building 1.00 Sqm 820.43

bricks having crushing strength not less than

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 plinth (B) Conventional

223 Half brick masonry in common brunt clay building 1.00 Sqm 919.51

bricks having crushing strength not less than

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 plinth (C)Fly Ash Bricks

224 Extra for brick work in superstructure above floor 1.00 cu.m 56.91

two level Item No. 5 (C) Fly Ash Bricks

225 Extra for half brick masonry in superstructure above 1.00 Sqm 58.55

plinth level upto floor two level. (A) Modular

226 Extra for half brick masonry in superstructure above 1.00 Sqm 64.13

plinth level upto floor two level. (B) Conventional

227 Extra for half brick masonry in superstructure above 1.00 Sqm 64.13

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

228 Extra for half brick masonry in superstructure above 1.00 Sqm 7.31

floor two level. (A) Modular

229 Extra for half brick masonry in superstructure above 1.00 Sqm 7.43

floor two level.(B) Conventional

230 Extra for half brick masonry in superstructure above 1.00 Sqm 8.78

floor two level. (C) Fly Ash Bricks

231 Half brick thick honey- comb brick work with 1.00 Sqm 380.51

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 sand)

232 Half brick thick honey- comb brick work with 1.00 Sqm 372.83

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 sand)

233 Half brick thick honey- comb brick work with 1.00 Sqm 432.96

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 : 5 - coarse

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

234 Masonary work using Aerated light weight concrete 1.00 cu.m 5418.53

block having crushing strength not less than

kg/sqcm for super structure above plinth level upto

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

fine sand ) complete as per Technical Specification

235 Providing and laying Precast Lightweight concrete 1.00 Sqm 888.93

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide

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. Foam. (Plaster not required)

236 Providing and laying Precast Lightweight concrete 1.00 Sqm 1001.98

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide

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. Foam. (Plaster not required)

237 Providing and laying Precast Regular concrete hollow 1.00 Sqm 924.63

core wall with hollow core concrete unit of approved

make & size of 92 mm thick, 600 mm wide and

legth made from of controlled cement concrete M35

having cube compressive strength not less than

MPa jointing with high strength & tensile adhesion

non-shrink cementitious joint compound / P.U. Foam.

(Plaster not required)

238 Providing and laying Precast Regular concrete hollow 1.00 Sqm 1041.25

core wall with hollow core concrete unit of approved

make & size of 120 mm thick, 600 mm wide and

legth made from of controlled cement concrete M35

having cube compressive strength not less than

MPa jointing with high strength & tensile adhesion

non-shrink cementitious joint compound / P.U. Foam.

(Plaster not required)

239 (i) Uncoursed Rubble Masonry with hard stone of 1.00 cu.m 3047.59

approved quality in foundations and plinth in

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

including levelling up etc. complete

240 (ii) Uncoursed Rubble Masonry with hard stone of 1.00 cu.m 3097.43

approved quality in foundations and plinth in

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

including levelling up etc. complete

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

241 (iii) Uncoursed Rubble Masonry with hard stone of 1.00 cu.m 2864.84

approved quality in foundations and plinth in Lime

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

levelling up etc. complete

242 Extra over Item 7.6 for super structure above plinth 1.00 cu.m 441.20

level upto floor two level

243 Extra for additional lift in superstructure above floor 1.00 cu.m 30.48

244 Coursed rubble masonry with hard stone of approved 1.00 cu.m 4095.79

quality in foundations and plinth in Cement Mortar

1:6 (1-Cement : 6-coarse sand) etc. complete.

245 Coursed rubble masonry with stone of approved 1.00 cu.m 4141.09

quality in foundations and plinth in Cement Mortar

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

246 Coursed rubble masonry with stone of approved 1.00 cu.m 4273.80

quality in foundations and plinth in Cement Mortar

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

247 Coursed rubble masonry with stone of approved 1.00 cu.m 4520.25

quality in foundations and plinth in Cement Mortar

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

248 Extra over item No. 7.17 for superstructure above 1.00 Per floor 412.34

plinth level upto floor two level per cu.m

249 Extra for additional lift in superstructure above floor 1.00 Per floor 44.55

two level. per cu.m

250 White Stone Bela mesonry block in course in 1.00 cu.m 6289.75

superstructure with stone of approved quality in

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

including packing the joints etc. complete.

251 White Stone Bela mesonry work in partition walls 1.00 Sqm 806.47

upto 15 cm thickness in cement Mortar 1:4 ( 1-

Cement : 4- course sand)

252 White Stone Bela mesonry block in course in 1.00 cu.m 7667.78

superstructure with stone of approved quality in

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

including packing the joints etc. complete.

253 White Stone Bela mesonry block in course in 1.00 cu.m 7634.48

superstructure with stone of approved quality in

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

including packing the joints etc. complete.

254 Precast concrete block masonry (including quoin 1.00 cu.m 4444.20

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 morter 1:6

255 Extra for masonry work with precast concrete block 1.00 cu.m 331.93

in superstructue above plinth upto floor two level.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

256 Precast concrete block masonry in partition walls 10 1.00 Sqm 797.48

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 : 6 graded stone

aggregates 20 mm and down grade) (A) in C.M.

257 Providing and laying hollow block masonry 90 mm 1.00 Sqm 443.31

thick using hollow concrete blocks IS 2185 (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 lime mortar

258 Providing and laying hollow block masonry 140 mm 1.00 Sqm 536.63

thick using follow blocks masonry IS 2185 (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 lime mortar

259 Providing and laying hollow block masonry 190 mm 1.00 Sqm 612.34

thick using follow blocks masonry IS 2185 (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 lime mortar

260 Providing formwork of ordinary timber planking so 1.00 Sqm 216.47

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 Bases of Columns

etc. and Mass concrete.

261 Providing formwork of ordinary timber planking so 1.00 Sqm 314.87

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain concrete

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

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

200 mm in thickness.

262 Providing formwork of ordinary timber planking so 1.00 Sqm 340.46

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 thickness.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

263 Providing formwork of ordinary timber planking so 1.00 Sqm 287.33

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 & the like.

264 Providing formwork of ordinary timber planking so 1.00 Sqm 371.95

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 Polygonal in plan.

265 Providing formwork of ordinary timber planking so 1.00 Sqm 482.15

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 Plan.

266 Providing formwork of ordinary timber planking so 1.00 Sqm 242.07

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

(1) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

267 Providing formwork of ordinary timber planking so 1.00 Sqm 324.72

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

(2) Sides and soffits of Beams Beam Haunchings

canti-levers Girders Bressumers and Lintels

exceeding 1M.in Depth.

268 Providing formwork of ordinary timber planking so 1.00 Sqm 84.63

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 Breaks in floors and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

269 Providing formwork of ordinary timber planking so 1.00 Sqm 722.25

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 basses to

pilasters and Columns and the like.

270 Providing formwork of ordinary timber planking so 1.00 Sqm 192.86

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 edges.

271 Providing formwork of ordinary timber planking so 1.00 Sqm 305.04

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 stringers excluding landing.

272 Providing formwork of ordinary timber planking so 1.00 Sqm 476.25

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 vertical sun breakers.

273 Extra for additional height of propping and centering 1.00 Sqm 480.41

where the height of propping and centering exceeds

.O M between supporting floor to ceiling including

temporary brick or stone pillars for supporting as

required. (i)Height more than 4.0 M.and upto 5.0 M.

274 Extra for additional height of propping and centering 1.00 Sqm 842.25

where the height of propping and centering exceeds

.O M between supporting floor to ceiling including

temporary brick or stone pillars for supporting as

required. (ii) Height more than 5.0 M.and upto 6.0 M.

275 Extra for additional height of propping and centering 1.00 Sqm 704.53

where the height of propping and centering exceeds

.O M between supporting floor to ceiling including

temporary brick or stone pillars for supporting as

required. (iii) Height more than 6.0 M. and upto 7.0 M

276 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

Footings, Bases of Columns etc. and Mass concrete

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

277 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

such as soffits of slabs Landings and the like. (1)

Floors etc. upto 200mm in thickness.

278 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

such as soffits of slabs Landings and the like. 2) Floors

etc.above 200mm in thickness.

279 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

such as walls (anythickness) partitions & lime

including attached pilasters buttresses plinth & string

280 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

Pillars, Posts and struts. (1) Square, Rectangular or

polygonal in plan.

281 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

Pillars, Posts and struts. (2) Circular or curved in plan

282 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

soffits of Beams, Beam Haunchingscantilevers

Girders, Bressumers and Lintels not exceeding 1 M. in

283 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

soffits of Beams, Beam Haunchings cantilevers

Girders, Bressumers and Lintels exceeding 1 M. in

284 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

and Breaks in floors and walls.

285 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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 Columns including

286 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

weather Shades Chhajjas Corbels etc. and the like.

287 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

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

sloping or stepped soffits including sisers and

stringers excluding landing.

288 Extra for Providing formwork with sheathing steel 1.00 Sqm 116.45

sheets so as to give a fair finish in (Q)Vertical fins and

vertical sun breakers.

289 Providing wood work in frames of Doors, windows 1.00 10 Cu.Dm. 718.99

cleare story windows and othersimilar works

wrought, framede and fixed in position. (A) Indian

290 Providing wood work in Trusses, Purling, Rafter, 1.00 Cu.Dm. 1634.89

Post,Post Plates, wall plates and the like wrought

framed, hoisted and fixed in position

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

291 Providing wood work in frames of false- ceiling, 1.00 Cu.Dm. 783.90

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

292 Providing and fixing 35 mm thick shutters for Doors, 1.00 Cu.Dm. 4831.95

windows and clear story windows including anodised

alluminium butt hinges with necessary screws.(A)

Indian Teak Wood (1) Fully Panelled

293 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 4010.38

windows and clear story windows including anodised

alluminium butt hinges with necessary screws. (A)

Indian Teak Wood (ii) Fully Glazed.

294 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 4421.16

windows and clear story windows including anodised

alluminium butt hinges with necessary screws. (A)

Indian Teak Wood(iii) Partly panelled and partly

295 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 4446.41

windows and clearstory windows including

blackenamelled M.S. butt hinges with necessary

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

296 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 3624.85

windows and clearstory windows including

blackenamelled M.S. butt hinges with necessary

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

297 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 4035.64

windows and clearstory windows including

blackenamelled M.S. butt hinges with necessary

screws. (A) Indian teak wood. (iii) Partly panelled and

298 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3746.68

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak wood.

(i) Fully Panelled.

299 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3223.84

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak wood.

(ii) Fully Glazed.

300 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3485.26

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak wood.

(iii) Partly panelled and partly glazed.

301 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3713.36

cupboards etc. including black enamelled M.S. butt

hinges with necessary screws. (A) Indian teak wood.

(i) Fully Panelled.

302 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3190.52

cupboards etc. including black enamelled M.S. butt

hinges with necessary screws. (A) Indian teak wood.

(ii) Fully Glazed.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

303 Providing and fixing 25 mm thick shutters for 1.00 Sqm 3451.94

cupboards etc. including black enamelled M.S. butt

hinges with necessary screws. (A) Indian teak wood.

(iii) Partly panelled and partly glazed.

304 Add extra for providing and fixing 40 mm thick 1.00 Sqm 239.21

shutters instead of 35 mm thick shutters.

305 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 4304.47

panelled and glazed shutters, for Doors windows and

clearstory windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (A) Plywood sheet panels.

306 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 4310.92

panelled and glazed shutters, for Doors windows and

clearstory windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (B) Particle board panels

307 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 4274.19

panelled and glazed shutters, for Doors windows and

clearstory windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (C) Hard board panels.

308 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 4241.93

panelled and glazed shutters, for Doors windows and

clearstory windows including anodised alluminium

But hinges with necessary screws and indian teak

wood shutters with. (D) Asbestos sheet panels.

309 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 3920.93

panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S.

But hinges with necessary screws. (A) Plywood sheet

310 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 3927.02

panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S.

But hinges with necessary screws. (B) Particle board

311 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 3890.30

panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S.

But hinges with necessary screws. (C) Hard board

312 Providing and fixing 35 mm thick panelled ,glazed or 1.00 Sqm 3858.38

panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S.

But hinges with necessary screws . (D) Asbestos sheet

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

313 Provoding and fixing flush door shutters, solid core 1.00 Sqm 2155.83

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 shutters (2) 35 mm thick.

314 Extra for using bright finished M.S. piano hinges of 1.00 Sqm 1088.47

(A) Nickel plated piano hinges.

315 Extra for providing vision panel not exceeding 0.1 1.00 Sqm 29.33

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

316 Providing and fixing 30 mm wire gauge shutters 1.00 Sqm 3326.34

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 necessary screws. (A)

Indian teak wood.

317 Providing and fixing 30 mm wire gauge shutters 1.00 Sqm 1496.47

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

Mango wood or equivalent quality.

318 Extra for providing and fixing galvanised M.S wire 1.00 Sqm 34.41

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 85 G.with

wire of dia.0.56 mm.

319 Providing and fixing 12 mm thick and 100mm wide 1.00 Rmt 261.04

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 plugs etc.complete.

320 Providing and fixing 40mm panelled, Glazed or 1.00 Sqm 4220.25

panelled and glazed partitions fixed to frames with

iron scews etc. complete with indian teak wood

(Frames tobe paid separately)

321 Providing and fixing Decorative plywood 4mm thick 1.00 Sqm 1021.89

in partitions including fixing to frames with screws

etc, complete with 50mm x 12mm teak wood beading

(Frames tobe paid separately)

322 Providing and fixing in partitions 4mm thick medium 1.00 Sqm 647.47

hard board of approved quality including fixing to

fames with screws etc, complete with 50mm x 12mm

teak wood beading (Frames tobe paid separately)

323 25 mm thick wooden shelves supported on 40 x 1.00 Sqm 1577.61

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

distances but not exceeding 75 cm. apart with Mango

wood or equivalent quality.

324 40 mm thick wooden shelves supported on 40 x 1.00 Sqm 2035.04

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

distances not exceeding 75 cm. apart with Mango

wood or equivalent quality.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

325 Providing and fixing M.S. round or square bars with 1.00 kg 83.06

M.S.flats at required spacing in wooden frames of

windows and clerestory windows.

326 Providing and fixing M.S. grills of required pattern to 1.00 kg 125.16

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 Grill.

327 Providing and fixing M.S. grills of required pattern to 1.00 kg 189.52

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) ORNAMENTAL GRILL

328 Providing and fixing hard drawn steel wire fabric 1.00 Sqm 916.38

75mm x 25mm mesh or weight not less than 7.75 kg.

per Sq.M. to window frames etc. including 60 x 20mm

beading of teak wood.

329 Providing and fixing Fly proof galvanised M.S. wire 1.00 Sqm 808.15

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 wood.

330 Providing and fixing first class indian teak wood 1.00 Rmt 578.59

75mm x 60mm moulded hand rails in straight lengths

331 (i) Providing and fixing glazed louvered glass 1.00 Sqm 4951.01

windows and ventilators with teak wood frame 10cm.

x 7cm. size including 3 coats of oil painting to wood

work etc.complete.

332 (ii) Providing and fixing glazed louvered glass 1.00 Sqm 5224.64

windows and ventilators with teak wood frame 10cm.

x 7cm. size including 3 coats of oil painting to wood

work etc.complete. with wooden louvers plank 12mm

333 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5468.12

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. (i) Fully Glazed.

334 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6289.69

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. (ii) Fully Panelled.

335 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5878.90

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 glazed.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

336 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5468.12

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. (i) Fully Glazed.

337 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6289.69

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. (ii) Fully Panelled.

338 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5878.90

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 glazed.

339 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5698.32

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. (i) Fully Glazed.

340 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6519.88

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. (ii) Fully Panelled.

341 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6109.09

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 glazed.

342 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 5362.88

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. (i) Fully Glazed.

343 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6519.88

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. (ii) Fully Panelled.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

344 Providing and fixing 35 mm thick shutters for Doors, 1.00 Sqm 6109.09

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 glazed.

345 Add extra for providing and fixing 40mm thick 1.00 Sqm 320.63

shutters instead of 35 mm thick shutters including oil

paining etc. complete.

346 Deduct for providing and fixing 25mm thick shutters 1.00 Sqm 523.39

instead of 35 mm thick shutters including oil paining

347 Providing and fixing FRP frame size 125x65 mm and 1.00 Sqm 2379.98

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 fixtures & fastenings.

348 Providing and fixing FRP frame size 100x50 mm and 1.00 Sqm 2801.52

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 & fastenings & fastener

349 Providing and fixing FRP frame size 125x65 mm and 1.00 Sqm 3081.09

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

fixtures & fastenings & fastener sleeve.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

350 Providing and fixing FRP of 28mm thick Fibre Glass 1.00 Sqm 1838.41

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 & fastenings & fastener sleeve.

351 Providing and fixing FRP of 35mm thick Fiber Glass 1.00 Sqm 1495.90

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 & fastenings.

352 Supply of 35mm thick Fiber Glass shutter with 1.5 to 1.00 Sqm 1162.18

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 & alluminium S.S finish

fixtures & fastenings.

353 Providing and fixing windown shutter of 75x30 mm 1.00 Sqm 3350.41

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 fixtures & fastenings & fastener sleeve.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

354 Providing and fixing 30mm thick FACTORY MADE 1.00 sqm 1350.67

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

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

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 and

355 Providing and fixing 30mm thick FACTORY MADE 1.00 sqm 2634.66

SOLID BOTH SIDE PRELAM PANEL PVC DOOR

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 5mm thick PVC strip of 20mm width is to

be stuck on the interior side of the ‘C” chanel using

PVC solvent adhesive etc. complete as per direction of

Engineering in charge, manufacture’s specification

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

356 Providing and fixing 30mm thick FACTORY MADE 1.00 sqm 2383.57

SOLID SINGLE SIDE PRELAM PANEL PVC DOOR

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 90 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

(5mm x 20) thick 20mm width cross PVC sheet to be

fitted as gap insert for top and bottom rails, etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

357 Providing and fixing 30mm thick FACTOR MADE 1.00 sqm 2395.47

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 90 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

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 rails and fixed between PVC sheet of

stiles and rails bent at 90 degree on front face and

15mm x 10mm ‘L’ shape outer beading nailed on

stiles and rails at the back side. So that the ‘L’ shape

PVC beading can be removed when required for

replacement of broken glass etc. complete as per

direction of Engineer in charge and manufacture’s

358 Providing and fixing 30mm thick factory made wire 1.00 sqm 2341.92

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 90 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 90 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 90 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’

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

359 Providing and fixing 35mm thick factory made 1.00 sqm 2535.89

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 and drawing.

360 Providing and fixing 30mm thick factory made 1.00 sqm 2332.40

moulded door shutter wood free consisting of frame

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 manufacture’s

specification and drawing.

361 Providing and fixing factory made polyvinyl chioride 1.00 sqm 374.71

(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 Engineer in charge.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

362 Providing and fixing of fully glazed solid PVC panel 1.00 sqm 2238.00

PVC door along with solid PVC door frame. 30mm

thick FACTORY MADE FULLY GLAZED SOLID PVC

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 beading nailed on stiles

and rails at the back side. So tha the ‘L’ shape PVC

beading can be removed when required for

replacement of broken glass etc. complete as per

direction of Engineer in charge and manufactuture’s

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

363 Providing and fixing complete sliding shutter solid 1.00 sqm 3066.45

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.

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

degree on front face 12mm x 123mm ‘L’ shape outer

PVC beading nailed on stiles and rails at the back side

so that ‘L’ shape outer PVC beading can be removed

when required for replacement of broken glass etc.

complete as per direction of etc. complete as per

direction of Engineer

in charge and manufactuture’s specification.

364 Providing and fixing Plain/Printed PVC sheet wall 1.00 sqm 1005.55

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 on the size of the wall.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

365 Providing and fixing Prelam PVC sheet wall paneling 1.00 sqm 1123.36

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 on the size of the wall.

366 Providing and fixing full height Prelam PVC partition 1.00 sqm 2560.88

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 specification and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

367 Providing and fixing full height Plan/colour PVC 1.00 sqm 2121.77

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

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

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

specification and drawing.

368 Providing and fixing full height Printed PVC partition 1.00 sqm 2263.38

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

feet; then 15mm x 30mm

M.S. tube is welded horizontally at the joint of panels

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 in

charge, manufactures.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

369 Providing and fixing PVC plain colour false ceiing with 1.00 sqm 357.14

grid type with alu frame consisting of 600 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,

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 drawing

370 Providing and fixing PVC Printed pain colour false 1.00 sqm 911.54

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

(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

(25 x 25mm) angles etc. complete as per direction of

Engineer in charge. Manufactures specification and

371 Providing and fixing PVC plain colour false ceiling 1.00 sqm 415.39

with flush type with alluminium frame, frame work is

done with three different sections of G.I. sheet of

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, manufacturer’s specification and

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

372 Providing and fixing PVC printed false ceiling with 1.00 sqm 1073.38

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 specification and drawing

373 Extra rate for using polyester fiber (12mm) with 1.00 1 Packet 30.94

triangular of equivalent cross section with specific of 125 gms

gravity 1.35 to 1.40 (as a secondary reinforcement) in

concrete of any grade at the rate of 125 gms per 50 kg

of Cement consumption.

374 Extra rate for using polyester fiber (6mm) with 1.00 1 Packet 30.94

triangular cross of equivalent section with specific of 125 gms

gravity 1.35 to 1.40 (as a secondary reinforcement) in

mortar of any grade at the rate of 125 gms per 50 kg

of cement consumption.

375 Providing fusion bonded Epoxy coating not less than 1.00 M.T 11973.78

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775

M including testing of coating at plant and all taxes

(A) 10mm to 16mm dia bar

376 Providing fusion bonded Epoxy coating not less than 1.00 M.T 8596.56

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775

M including testing of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

377 Providing and fixing PVC plain colour false ceiling 1.00 sqm 415.39

with flush type with alluminium frame, frame work is

done with three different sections of G.I. sheet of

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, manufacturer’s specification and

378 Providing and fixing PVC printed false ceiling with 1.00 sqm 1073.38

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 specification and drawing

379 Extra rate for using polyester fiber (12mm) with 1.00 1 Packet 30.94

triangular of equivalent cross section with specific of 125 gms

gravity 1.35 to 1.40 (as a secondary reinforcement) in

concrete of any grade at the rate of 125 gms per 50 kg

of Cement consumption.

380 Extra rate for using polyester fiber (6mm) with 1.00 1 Packet 30.94

triangular cross of equivalent section with specific of 125 gms

gravity 1.35 to 1.40 (as a secondary reinforcement) in

mortar of any grade at the rate of 125 gms per 50 kg

of cement consumption.

381 Providing fusion bonded Epoxy coating not less than 1.00 M.T 11973.78

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775

M including testing of coating at plant and all taxes

(A) 10mm to 16mm dia bar

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

382 Providing fusion bonded Epoxy coating not less than 1.00 M.T 8596.56

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775

M including testing of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

383 Steel work, riveted in built up sections framed work 1.00 q 6939.12

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 conneted to

common rafters and the like.

384 Steel work, riveted in built up sections framed work 1.00 q 7949.53

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 and

385 Steel work, welded in built up sections framed work 1.00 q 10731.78

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 conneted to common rafters

386 Steel work, welded in built up sections framed work 1.00 q 12254.69

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 and

M. ovarall height.

387 Providing and fixing in position collapsible steel 1.00 q 7206.68

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 lead paint.

388 Providing and fixing 1mm thick M.S. sheet sliding 1.00 Sqm 4505.74

shutters with frame and diagonal braces of 40 x 40 x

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

Junctions and corners 25 mm dia. pulley, 40 x 40 x

6mm angle and T-iron guide rail at top and bottom

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of

red lead paint.

389 Providing and fixing rolling shutters of approved 1.00 Sqm 4187.86

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 below

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

390 Providing and fixing rolling shutters of approved 1.00 Sqm 5356.19

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 3.5 M. and above

391 Providing and fixing rolling shutters of approved 1.00 Sqm 3294.99

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 below

392 Providing and fixing rolling shutters of approved 1.00 Sqm 4459.01

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 above 3.5 M.

393 Providing and fixing 27.5 cm. long wire spring grade 1.00 Each 750.78

No.2 of approved make for rolling shutters.

394 Providing and fixing Hood cover for rolling shutters 1.00 Rmt 142.84

(A) Shutters having width below 3.5 meters

395 Providing and fixing Hood cover for rolling shutters 1.00 Rmt 149.31

(B) Shutters having width 3.5 meters and above

396 Fixing standard steel Doors, windows and ventilatos 1.00 Sqm 287.33

inwalls with 16 x 3.15 mm longs 10 cm. long embeded

in Cement Concrete block 15 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 separately.

397 Providing and fixing M.S. Fan clamps type 1 to 16mm 1.00 Each 155.87

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 standard design complete.

398 Extra over rate of item 20 for providing and fixing 1.00 Cm Height 1.77

M.S. fan clamps type-II as per standard design in

R.C.C. beams during laying towards additional height

clamp due to beam rib.

399 Providing and fixing M.S. round holding down or 1.00 Kg 65.51

anchor bolts with nuts and washer plates complete.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

400 Providing and fixing EZ-7 section door/window frame 1.00 Sqm 985.95

including welding and fixtures fastenings including

coats of approved enamel oil paint etc complete.

401 Providing and fixing window having extruded 1.00 Sqm 2521.78

aluminum Colour anodized section frame main outer

size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m,

horizontal Four track member size 122.20mm x

31.75mm x 1.10mm@ wt 1.205 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

complete for window.

402 Providing and fixing window having extruded 1.00 Sqm 1866.24

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 40 mmx18mm x1.29mm @ wt.of

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 frame as per

403 Providing and fixing window having extruded 1.00 Sqm 2019.11

aluminum Colour anodized section frame main outer

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm

@ wt.of 0.695 Kg/mt, vertical member of size

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

sliding shutters of horizontal member size 40mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size

0.457 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

complete for window.

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

404 Providing and fixing standared extruded of 1.00 Sqm 1533.83

alluminium section of size 63.50 x 38.10 x 1.95 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 5 mm thick frosted glass as

details etc complete for.window

405 Providing and fixing standared extruded of 1.00 Sqm 1385.06

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 Ventilation

406 Providing and fixing standared extruded of 1.00 Sqm 1796.78

alluminium section of size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094Kg / Rmt with colour anodized alluminium

frame with 5 mm thick transparent bronze colour

tinted float glass as details etc complete for Fix

407 Providing and fixing extruded aluminum window 1.00 Sqm 2521.78

having extruded aluminum Colour Powder Coated

section frame main outer size 127mm x 38.10mm x

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track

member size 122.20mm x 31.75mm x 1.10mm @ Wt.

1.205 Kg/mt,vertical member of size 122.20mm x

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding

shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt,vertical member of size

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 complete for window.

408 Providing and fixing window having extruded 1.00 Sqm 1875.57

aluminum Colour Powder Coated section frame main

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

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 40 mmx18mm x1.29mm @ wt.of

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 frame as per

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

409 Providing and fixing window having extruded 1.00 Sqm 2009.65

aluminum Colour Powder Coated section frame main

horizontal two track member size 61.85 mm x

mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member

of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of

0.0.659 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 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 complete for window

410 Providing and fixing standared extruded of 1.00 Sqm 1520.86

alluminium section of size 63.50 x 38.10 x 1.95 mm @

Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with 5 mm thick transparent

bronze colour tinted float glass with colour anodized

alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for.window

411 Providing and fixing standared extruded of 1.00 Sqm 1385.06

alluminium section of size 63mm x 38.10mm x 1.2mm

0.643 Kg/mt with colour Powder Coated alluminium

frame for ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

412 Providing and fixing standared extruded of 1.00 Sqm 2160.02

alluminium section of size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with 5 mm thick transparent

bronze colour tinted float glass as details etc complete

for Fix window.

413 Fixing Metallic tower bolts of sizes with necessary 1.00 Each 60.62

screws etc. complete (Tower bolts and screws to be

paid under separate items)

414 Fixing Metallic flush bolts of sizes with necessary 1.00 Each 12.21

screws etc. complete (Flush bolts and screws to be

paid under separate items)

415 Fixing metallic or plastic door handles of sizes with 1.00 Each 4.53

necessary screws etc. complete (Door handles and

screws to be paid under separate items)

416 Fixing metallic gate and shutter hooks and eyes of 1.00 Each 4.53

size (Hoks and eyes to be paid under seperate items)

417 Fixing metallic door latches of sizes with necessary 1.00 Each 8.08

screws etc. complete (Door latches and screws to be

paid under separate items)

418 Fixing metallic mortice night latches with necassary 1.00 Each 114.54

screws including making necessary holes in wooden

door shutter etc. complete (Mortice night latches and

screw to be paid under separate items)

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

419 Fixing metallic ball catchers 10mm dia. (Ball catchers 1.00 Each 9.45

to be paid under separate item)

420 Fixing metallic casement window fasteners with 1.00 Each 7.29

necessary screws etc. complete (casement window

fasteners and screws to be paid under separate items)

421 Fixing metallic casement stays of size with necessary 1.00 Each 7.29

screws etc. complete (casement stays and screws to

be paid under separate items)

422 Fixing metallic cup board or wardrobe locks of sizes 1.00 Each 114.54

with necessary screws etc.complete (Locks and

screws to be paid separately)

423 Fixing metallic or plastic cupboard or handrobe 1.00 Each 9.45

knobs of sizes with necessary screws/ bolts etc.

complete (knobs and screws / bolts to be paid

424 Fixing metallic floor door stoppers of sizes with 1.00 Each 5.13

rubber cushion screws etc. to suit shutter thickeness

complete (Floor door stopper with rubber cushion

and screws to be paid under separate items)

425 Fixing metallic door handles or knobs for mortice 1.00 Each 4.53

locks with necessary screws etc. complete (Door

/knobs and screws to be paid spearately)

426 Providing and fixing sheet glass, selected quality 1.00 Sqm 1408.72

(Type- C) bedded in putty and fixed with wooden

beading including the cost of wooden beadings of first

class teakwood and necessary cutting of glass. (1)

427 Providing and fixing sheet glass, selected quality 1.00 Sqm 1443.12

(Type- C) bedded in putty and fixed with wooden

beading including the cost of wooden beadings of first

class teakwood and necessary cutting of glass. (2)

428 Providing and fixing rough cast wired glass, 6mm 1.00 Sqm 665.52

thick bedded in putty and fixed with wooden beading

including the cost of wooden beadings of Indian teak

wood and necessary cutting of glass. (C) Wired -

429 Providing and fixing sheet glass ordinary quality 1.00 Sqm 1353.96

bedded in putty and fixed with wooden beadings

including the cost of wooden beadings of first-class

teak wood and necessary cutting of glass. (3) 3mm

430 Providing and fixing sheet glass ordinary quality 1.00 Sqm 1379.54

bedded in putty and fixed with wooden beadings

including the cost of wooden beadings of first-class

teak wood and necessary cutting of glass. (4) 4mm

431 Extra for using ground glass (frosted or obscured on 1.00 Sqm 10.64

one side) instead of plain glass.

432 Deduct for difference in cost of meterials and labour 1.00 Sqm 561.37

involved in method of glazing if changed in item No.

(A) Front and back puttied and sprigged or fixed with

Item Description Total Qty. Unit Tender Rate Total Amount

Item Description Total Qty. Unit Tender Rate Total Amount

433 Grinding, Polishing and rounding of edges of glass or 1.00 Rmt 24.60

glazing sheets.

434 Providing and laying 40mm thick marble chips 1.00 Sqm 905.27

flooring rubbed and polished (I.E. terrazo) to

granolithic finish with under layer 30mm thick

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