BUIILDING WORK

Name of Work : Annual Rate Contract of Civil Work in Government Health Care Facilities

& Buildings of Jhalod, Fatepura & Sanjeli Taluka in Dist.Dahod (For A.R.C. 2025-2026)

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

CHAPTER- 2 MORTARS

Lime Mortar 1:1 (1-lime putty/ Equivalent dry Rupees One Thousand

1 02001A 2.5.1 Hydrated Lime : 1-Fine sand) cu.m 1810.04 Eight Hundred Ten And

Paise Four Only

Lime Mortar 1:2 (1-lime putty/ Equivalent dry Rupees One Thousand Six

2 02002A 2.5.2 Hydrated Lime : 2-Fine sand) cu.m 1621.20 Hundred Twenty One And

Paise Twenty Only

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

Rupees One Thousand Five

Hydrated Lime : 3 - Fine sand)

3 02003A 2.5.3 cu.m 1526.97 Hundred Twenty Six And

Paise Ninety Seven Only

Lime Mortar 1:1.5 (1-lime putty/ Equivalent dry Rupees One Thousand

4 02004A 0.00 Hydrated Lime : 1.5 Fine sand) cu.m 1731.07 Seven Hundred Thirty One

And Paise Seven Only

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

Rupees Six Thousand One

5 02005A 2.5.11 cu.m 6185.28 Hundred Eighty Five And

Paise Twenty Eight Only

Cement Mortar 1:2(1-Cement: 2-fine sand) Rupees Four Thousand

6 02006A 2.5.12 cu.m 4424.18 Four Hundred Twenty Four

And Paise Eighteen Only

Cement Mortar 1:3(1-Cement: 3- fine sand )

Rupees Three Thousand

7 02007A 2.5.13 cu.m 3543.96 Five Hundred Forty Three

And Paise Ninety Six Only

Cement Mortar 1:4(1-Cement: 4- fine sand )

Rupees Two Thousand

8 02008A 2.5.14 cu.m 2846.72 Eight Hundred Forty Six And

Paise Seventy Two Only

Cement Mortar 1:5(1-Cement: 5- fine sand ) Rupees Two Thousand

Four Hundred Seventy One

And Paise Twenty Eight

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

Rupees Two Thousand One

10 02010A 2.5.16 cu.m 2149.47 Hundred Forty Nine And

Paise Forty Seven Only

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

Rupees Three Thousand

11 02011A 2.5.18 cu.m 3568.38 Five Hundred Sixty Eight

And Paise Thirty Eight Only

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

Rupees Two Thousand

12 02012A 2.5.19 cu.m 2871.14 Eight Hundred Seventy One

And Paise Fourteen Only

Cement Mortar 1:5 (1-Cement: 5 - coarse sand) Rupees Two Thousand

13 02013A 2.5.20 cu.m 2495.70 Four Hundred Ninety Five

And Paise Seventy Only

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

Rupees Two Thousand One

14 02014A 2.5.21 cu.m 2173.89 Hundred Seventy Three And

Paise Eighty Nine Only

Cement Mortar 1:8 (1-Cement: 8 - fine sand) Rupees One Thousand

15 02015A 0.00 cu.m 1852.10 Eight Hundred Fifty Two

And Paise Ten Only

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

Rupees One Thousand

hydrated Lime:1.5 coarse sand)

16 02016A 0.00 cu.m 1751.39 Seven Hundred Fifty One

And Paise Thirty Nine Only

CHAPTER- 4 EARTH WORK (EXECUTED WITH MECHANISED EFFORTS/ MACHINARIES)

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees One Hundred

17 04001A 0.00 materials and disposing off the excavated stuff upto cu.m 125.86 Twenty Five And Paise

50 Meter lead.(A) Loose or soft Eighty Six Only

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

Rupees One Hundred Sixty

18 04001B 0.00 materials and disposing off the excavated stuff upto cu.m

And Paise Eighty Nine Only

50 Meter lead.(B) Dense or Hard

Excavation for foundation upto 1.5 m depth

Rupees Two Hundred

including sorting out and stacking of useful

19 04001C 0.00 cu.m 275.33 Seventy Five And Paise

materials and disposing off the excavated stuff upto

Thirty Three Only

50 Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Two Hundred

20 04001D 0.00 materials and disposing off the excavated stuff upto cu.m 284.69 Eighty Four And Paise Sixty

50 Meter lead.(D) Soft rock not Nine Only

requiring Blasting

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Six Hundred Forty

21 04001E 0.00 materials and disposing cu.m 642.42 Two And Paise Forty Two

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees One Hundred Thirty

22 04002A 0.00 materials and disposing off the excavated stuff cu.m 139.54 Nine And Paise Fifty Four

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees One Hundred

23 04002B 0.00 materials and disposing off the excavated stuff cu.m 174.56 Seventy Four And Paise

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees Two Hundred

24 04002C 0.00 materials and disposing off the excavated stuff cu.m 294.05 Ninety Four And Paise Five

upto 50 Meter lead.(C) Hard Murrum Only

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

Rupees Three Hundred

25 04002D 0.00 materials and disposing off the excavated stuff cu.m

Nine And Paise Four Only

upto 50 Meter lead.

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees Six Hundred Sixty

26 04002E 0.00 materials and disposing off the excavated stuff cu.m 666.76 Six And Paise Seventy Six

upto 50 Meter lead.(E) Hard Rock Only

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees One Hundred Fifty

27 04003A 0.00 materials and disposing off the excavated stuff cu.m 153.21 Three And Paise Twenty

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees One Hundred

28 04003B 0.00 materials and disposing off the excavated stuff cu.m 187.29 Eighty Seven And Paise

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Three Hundred

29 04003C 0.00 materials and disposing of the excavated stuff cu.m 307.16 Seven And Paise Sixteen

upto 50 Meter lead.(C) Hard Murrum Only

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Three Hundred

30 04003D 0.00 materials and disposing off the excavated stuff cu.m 333.38 Thirty Three And Paise

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

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

Rupees Six Hundred Ninety

31 04003E 0.00 materials and disposing off the excavated stuff cu.m

One And Paise Eleven Only

upto 50 Meter lead.(E) Hard Rock

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

Rupees Twenty Two And

32 04004A 0.00 stacking of useful materials and disposing of the cu.m

Paise Fifty Two Only

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

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

Rupees Twenty Two And

33 04004B 0.00 stacking of useful materials and disposing off the cu.m

Paise Fifty Two Only

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

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

Rupees Thirty And Paise

34 04004C 0.00 stacking of useful materials and disposing of the cu.m

Ninety Seven Only

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

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

Rupees Thirty Nine And

35 04004D 0.00 stacking of useful materials and disposing off the cu.m

Paise Ninety Eight Only

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

require Blasting

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

Rupees Thirty Nine And

36 04004E 0.00 stacking of useful materials and disposing of the cu.m

Paise Ninety Eight Only

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

Add extra for Disposing off the excavated stuff of Rupees Seventeen And

above items for lead of (A) 50 m to 100 m Paise Forty Five Only

Add extra for Disposing off the excavated stuff of

Rupees Thirty Four And

38 04005B 0.00 above items for lead of (B) 100 m to 200 m cu.m

Paise Ninety One Only

Add extra for Disposing off the excavated stuff of

Rupees Fifty Two And Paise

39 04005C 0.00 above items for lead of (C) 200 m to 300 m cu.m

Thirty Six Only

Add extra for Disposing off the excavated stuff of

Rupees Seventy Seven And

40 04005D 0.00 above items for lead of (D) 300 m to 400 m cu.m

Paise Fifty Seven Only

Add extra for Disposing off the excavated stuff of Rupees One Hundred

41 04005E 0.00 above items for lead of (E) 400 to 500 m cu.m 129.28 Twenty Nine And Paise

Twenty Eight Only

Filling available excavated earth (excluding

rock) in trenches. plinth, sides of foundations etc. Rupees One Hundred Thirty

42 4006 4.12 in layers not exceeding 20 cm. in depth cu.m 137.47 Seven And Paise Forty

consolidating each disposited layer by ramming Seven Only

Filling in plinth with sand under floors including Rupees Four Hundred

43 04007A 4.24 watering ramming, consolidating and dressing cu.m 419.82 Nineteen And Paise Eighty

complete Two Only

Filling in foundation and plinth with murrum or

Rupees Two Hundred

selected soil in layers of 20cm. thickness including

44 04008A 0.00 cu.m 273.07 Seventy Three And Paise

watering, ramming and consolidating etc. complete.

Filling in foundation and plinth with brick Bats

Rupees Six Hundred

Chhara in layers of 20cm. thickness including

45 04009A 0.00 cu.m 625.47 Twenty Five And Paise

watering, remming and consolidating etc. complete.

Forty Seven Only

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

situ piles) and getting out the soil and disposal of the Rupees One Thousand One

46 04010A 4.27 surplus excavated soil as directed within a lead of 50 Each 1115.42 Hundred Fifteen And Paise

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

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

situ piles) and getting out the soil and disposal of the Rupees One Thousand

47 04010B 4.27 surplus excavated soil as directed within a lead of 50 Each 1335.62 Three Hundred Thirty Five

Meter for following diameter of pipes.(ii) 250 mm And Paise Sixty Two Only

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

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

situ piles) and getting out the soil and disposal of the Rupees One Thousand Five

48 04010C 4.27 surplus excavated soil as directed within a lead of 50 Each 1561.19 Hundred Sixty One And

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

Extra for under reaming inside the bore Holes for Rupees Four Hundred Forty

49 04011A 4.28 under reamed piles of following Diameter.(i) 200 Each 445.21 Five And Paise Twenty One

Extra for under reaming inside the bore Holes for Rupees Five Hundred Thirty

50 04011B 4.28 under reamed piles of following Diameter.(ii) 250 Each 534.25 Four And Paise Twenty Five

Extra for under reaming inside the bore Holes for Rupees Six Hundred Sixty

51 04011C 4.28 under reamed piles of following Diameter.(iii) 300 Each 664.51 Four And Paise Fifty One

Add to or deduct from the rate for Bore Holes of

Rupees Three Hundred

m Depth, if bore holes are made deeper or shallower

52 04012A 4.29 Each 373.97 Seventy Three And Paise

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

Ninety Seven Only

Add to or deduct from the rate for Bore Holes of

Rupees Four Hundred

m Depth, if bore holes are made deeper or shallower

53 04012B 4.29 Each 498.63 Ninety Eight And Paise Sixty

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

Add to or deduct from the rate for Bore Holes of

Rupees Five Hundred Fifty

m Depth, if bore holes are made deeper or shallower

54 04012C 4.29 Each 557.99 Seven And Paise Ninety

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

CHAPTER- 4 EARTH WORK (EXECUTED WITH MANUAL LABOUR)

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Two Hundred

55 04B001A 0.00 materials and disposing off the excavated stuff upto cu.m 212.52 Twelve And Paise Fifty Two

50 Meter lead.(A) Loose or soft Only

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Two Hundred

56 04B001B 0.00 materials and disposing off the excavated stuff upto cu.m 272.57 Seventy Two And Paise

50 Meter lead.(B) Dense or Hard Fifty Seven Only

Excavation for foundation upto 1.5 m depth

Rupees Four Hundred Sixty

including sorting out and stacking of useful

57 04B001C 0.00 cu.m 465.14 Five And Paise Fourteen

materials and disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees Five Hundred Forty

58 04B001D 0.00 materials and disposing off the excavated stuff upto cu.m 545.59 Five And Paise Fifty Nine

50 Meter lead.(D) Soft rock not Only

requiring Blasting

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful Rupees One Thousand

59 04B001E 0.00 materials and disposing cu.m 1033.44 Thirty Three And Paise

off the excavated stuff upto 50 Meter lead.(E) Hard Forty Four Only

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

Rupees Two Hundred Thirty

60 04B002A 0.00 materials and disposing off the excavated stuff cu.m

Five And Paise Five Only

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees Two Hundred

61 04B002B 0.00 materials and disposing off the excavated stuff cu.m 295.10 Ninety Five And Paise Ten

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees Four Hundred

62 04B002C 0.00 materials and disposing off the excavated stuff cu.m 498.93 Ninety Eight And Paise

upto 50 Meter lead.(C) Hard Murrum Ninety Three Only

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees Five Hundred Sixty

63 04B002D 0.00 materials and disposing off the excavated stuff cu.m 568.72 Eight And Paise Seventy

upto 50 Meter lead. Two Only

(D) Soft rock not requiring Blasting

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful Rupees One Thousand

64 04B002E 0.00 materials and disposing off the excavated stuff cu.m 1073.76 Seventy Three And Paise

upto 50 Meter lead.(E) Hard Rock Seventy Six Only

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Two Hundred Fifty

65 04B003A 0.00 materials and disposing off the excavated stuff cu.m 257.57 Seven And Paise Fifty

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Three Hundred

66 04B003B 0.00 materials and disposing off the excavated stuff cu.m 317.62 Seventeen And Paise Sixty

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Five Hundred

67 04B003C 0.00 materials and disposing of the excavated stuff cu.m 521.45 Twenty One And Paise

upto 50 Meter lead.(C) Hard Murrum Forty Five Only

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees Six Hundred

68 04B003D 0.00 materials and disposing off the excavated stuff cu.m 613.67 Thirteen And Paise Sixty

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful Rupees One Thousand One

69 04B003E 0.00 materials and disposing off the excavated stuff cu.m 1114.10 Hundred Fourteen And

upto 50 Meter lead.(E) Hard Rock Paise Ten Only

CHAPTER-5 CONCRETE WORK

Providing and laying in foundation and plinth / under

floors lime concrete with hand broken stone Rupees Two Thousand

70 05001A 5.1.6 aggregates 40mm nominal size and 40% mortar Unit 2918.73 Nine Hundred Eighteen And

comprising of 1-Lime putty : 2- Fine sand and curing Paise Seventy Three Only

complete excluding cost of formwork.

Providing and laying in foundation and plinth / under

Rupees Two Thousand

floors lime concrete with graded brick aggregates

Eight Hundred Seventy

71 05002A 5.1.8 mm nominal size and 40% mortar comprising of 1- cu.m

Seven And Paise Fifty Eight

Limeputty : 2-Fine sand and curing

completeexcluding cost of formwork.

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

Cement : 3- coarse sand : 6- hand broken stone Rupees Three Thousand

72 05003A 5.3.2 aggregates 40 mmnominal size) and curing cu.m 3005.48 Five And Paise Forty Eight

complete excluding cost of formwork in (A) Only

Foundation and Plinth

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

Cement : 4- coarse sand : 8- hand broken stone Rupees Two Thousand Six

73 05004A 5.3.3 aggregates 40 mm nominal size) and curing cu.m 2679.92 Hundred Seventy Nine And

complete excluding cost of formwork in (A) Paise Ninety Two Only

Foundation and Plinth

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

Cement : 3- Coarse sand : 6- crushed stone Rupees Three Thousand

74 05005A ###### aggregates 20 mm nominal size) and curing cu.m 3992.44 Nine Hundred Ninety Two

complete including cost of formwork in (A) Wall Caps And Paise Forty Four Only

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

Cement : 5- Coarse sand : 10- hand broken stone Rupees Two Thousand Five

75 05006A 5.3.4 aggregates 40 mm nominal size) and curing cu.m 2517.14 Hundred Seventeen And

complete excluding cost of formwork in (A) Paise Fourteen Only

Foundation and Plinth

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

Cement : 3- Coarse sand : 6- Graded brick bat Rupees Three Thousand

76 05007A 5.3.2 aggregate 40mm normal size) and curing complete cu.m 3009.57 Nine And Paise Fifty Seven

excluding cost of formwork in (A) Foundation and Only

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

Cement : 4- Coarse sand : 8- Graded Brick bats Rupees Two Thousand Six

77 05008A 5.3.3 aggregate 40mm normal size) and curing complete cu.m 2684.01 Hundred Eighty Four And

excluding cost of formwork in (A) Foundation and Paise One Only

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

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

Cement : 5- fine sand : 10- graded brick bat Rupees Two Thousand Five

78 05009A 5.3.8 aggregates 40mm nominal size) and curing cu.m 2509.12 Hundred Nine And Paise

complete excluding cost of formwork in (A) Twelve Only

Foundation and Plinth

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

Cement : 2- Coarse sand : 4- graded stone Rupees Three Thousand

79 05010AA 5.3.13 aggregates 20 mm nominal size) and curing cu.m 3653.61 Six Hundred Fifty Three And

complete excluding cost of formwork in (A) Paise Sixty One Only

Foundation and Plinth

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

Cement : 2- Coarse sand : 4- graded stone

Rupees Three Thousand

aggregates 20 mm nominal size) and curing

80 05010BA 5.3.13 cu.m 3653.61 Six Hundred Fifty Three And

complete excluding cost of formwork in

Paise Sixty One Only

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

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing Rupees Three Thousand

81 05011AA 5.4.1 complete excluding cost of formwork and cu.m 3942.42 Nine Hundred Forty Two

reinforcement for reinforced concrete work in (A) And Paise Forty Two Only

Foundations, footings, Base or columns and Mass

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

Rupees Four Thousand

complete excluding cost of formwork and

82 05011BA 5.4.1 cu.m 4038.24 Thirty Eight And Paise

reinforcement for reinforced concrete work in (B)

Twenty Four Only

Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing Rupees Four Thousand

83 05011DA 5.4.1 complete excluding cost of formwork and cu.m 4038.24 Thirty Eight And Paise

reinforcement for reinforced concrete work in (D) Twenty Four Only

Columns, Pillars posts and struts upto floor two

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing Rupees Four Thousand

84 05011EA 5.4.1 complete excluding cost of formwork and cu.m 4885.60 Eight Hundred Eighty Five

reinforcement for reinforced concrete work in And Paise Sixty Only

(E)Staircases excluding landing upto floor two level

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

Cement : 2- Coarse sand : 4- graded stone

Rupees Four Thousand

aggregates 20 mm nominal size) and curing

85 05011KA 5.4.1 cu.m 4288.17 Two Hundred Eighty Eight

complete excluding cost of formwork and

And Paise Seventeen Only

reinforcement for reinforced concrete work in

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

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) for reinforced

concrete Chhajjas not exceeding 10cm. thickness Rupees Six Thousand Five

86 05012A 5.4.4 upto floor two level including finishing the exposed cu.m 6541.63 Hundred Forty One And

surfaces with cement mortar 1:3 (1-cement, 3 Fine Paise Sixty Three Only

sand) to give a smooth and even surface centering

and formwork and curing complete excluding cost of

Providing Mild Steel reinfircement for R.C.C. work

Rupees Sixty One And

87 05013A 5.4.10 including bending binding, and placing in position cu.m

Paise Sixty Five Only

complete upto floor two level.

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

Rupees Sixty Three And

88 05014AA 5.4.11 work including bending, binding and placing in kg

Paise Eighty Seven Only

position complete upto floor two level

Providing TMT Bar FE 415 reinforcement for R.C.C.

Rupees Sixty Eight And

89 05014BA 5.4.11 work including bending, binding and placing in kg

Paise Thirty Three Only

position complete upto floor two level

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing TMT Bar FE 500D reinforcement for

Rupees Seventy Seven And

90 05014C 5.4.11 R.C.C. work including bending, binding and placing kg

Paise Twenty Nine Only

in position complete upto floor two level

Providing TMT Bar FE 550D reinforcement for

Rupees Fourteen And Paise

91 05014D 5.4.11 R.C.C. work including bending, binding and placing kg

Ninety Nine Only

in position complete upto floor two level

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

Rupees Forty And Paise

92 05015A 5.4.13 above floor two level excluding cost of reinforcment kg

Extra for additional lift of reinforcing steel for all Rupees One And Paise

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

Deduct for omiting in R.C.C. work smooth finishing of Rupees One Hundred Forty

94 5017 5.4.16 the exposed surface with cement mortar 1:3 (1- kg 149.24 Nine And Paise Twenty

Cement : 3- Fine sand) Four Only

Providing throating or plaster drip and moulding to Rupees Forty Four And

R.C.C. Chhajja. Paise Seven Only

Providing upto floor two level precast cement

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

sand : 4-graded stone aggregate 6mm nominal size) Rupees Eight Hundred

96 05019A 5.6.2 reinforced with 1.6 mm dia. Mild steel wire including Rmt 813.33 Thirteen And Paise Thirty

roughening,cleaning, fixing and finishing in cement Three Only

mortar 1:3 and curing complete. (A) 50mm thick

Providing upto floor two level precast cement

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

sand : 4-graded stone aggregate 6mm nominal size) Rupees Seven Hundred

97 05019B 5.6.2 reinforced with 1.6 mm dia. Mild steel wire including Sqm 739.89 Thirty Nine And Paise

roughening,cleaning, fixing and finishing in cement Eighty Nine Only

mortar 1:3 and curing complete. (B) 40mm thick

Providing upto floor two level precast cement

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

sand : 4-graded stone aggregate 6mm nominal size) Rupees Seven Hundred

98 05019C 5.6.2 reinforced with 1.6 mm dia. Mild steel wire including Sqm 759.59 Fifty Nine And Paise Fifty

roughening,cleaning, fixing and finishing in cement Nine Only

mortar 1:3 and curing complete. (C) 25mm thick

Providing upto floor two level precast cement

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

sand : 4-graded stone aggregate 6mm nominal size) Rupees Eight Hundred Forty

99 05019D 5.6.2 reinforced with 1.6 mm dia. Mild steel wire including Sqm 843.79 Three And Paise Seventy

roughening,cleaning, fixing and finishing in cement Nine Only

mortar 1:3 and curing complete. (D) 75mm thick

Providing upto floor two level precast cement

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

sand : 4-graded stone aggregate 6mm nominal size) Rupees Eight Hundred

100 05019E 5.6.2 reinforced with 1.6 mm dia. Mild steel wire including Sqm 876.03 Seventy Six And Paise

roughening,cleaning, fixing and finishing in cement Three Only

mortar 1:3 and curing complete.(E) 100mm thick

Extra for additional lift for providing and fixing in Rupees Ten And Paise

position precast R.C.C. units above floor two level Forty Six Only

Providing and laying damp proof course 25mm thick

Rupees Three Hundred

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

102 05021A 5.7.1 Sqm 325.51 Twenty Five And Paise Fifty

stone aggregate 10 mm nominal size) and curing

Extra for providing and mixing water proofing

Rupees Forty Nine And

103 5022 5.7.5 material in Cement concrete in mix proportion Sqm

Paise Sixteen Only

recommended by the manufacturers.

Providing and laying controlled cement concrete

Rupees Three Thousand

M.150 for curing complete excluding cost of

Eight Hundred Sixty One

104 05023AA 5.8.1 formwork and reinforcement for reinforced concrete per Quinta l

And Paise Thirty Seven

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

and Mass concrete

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of Rupees Four Thousand

105 05023BA 5.8.1 formwork and reinforcement for reinforced concrete cu.m 4171.57 One Hundred Seventy One

work in (B) Walls, from top of foundation level upto And Paise Fifty Seven Only

floor two level

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

Rupees Four Thousand

formwork and reinforcement for reinforced concrete

106 05023CA 5.8.1 cu.m 4144.96 One Hundred Forty Four

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

And Paise Ninety Six Only

Lintels, Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of Rupees Four Thousand

107 05023DA 5.8.1 formwork and reinforcement for reinforced concrete cu.m 4250.35 Two Hundred Fifty And

work in (D) Columns, Pillars posts and struts upto Paise Thirty Five Only

floor two level.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of Rupees Five Thousand Two

108 05023EA 5.8.1 formwork and reinforcement for reinforced concrete cu.m 5257.37 Hundred Fifty Seven And

work in (E) Staircases excluding landing upto floor Paise Thirty Seven Only

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of Rupees Four Thousand

109 05023KA 5.8.1 formwork and reinforcement for reinforced concrete cu.m 4559.58 Five Hundred Fifty Nine And

work in (K) Vertical and Horizontial its upto floor two Paise Fifty Eight Only

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of Rupees Three Thousand

110 05024AA 5.8.2 formwork and reinforcement for reinforced concrete cu.m 3959.59 Nine Hundred Fifty Nine

work in (A) Foundations, footings, Base of columns And Paise Fifty Nine Only

and Mass concrete

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of Rupees Four Thousand

111 05024BA 5.8.2 formwork and reinforcement for reinforced concrete cu.m 4511.61 Five Hundred Eleven And

work in (B) Walls, from top of foundation level upto Paise Sixty One Only

floor two level

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

Rupees Four Thousand

formwork and reinforcement for reinforced concrete

112 05024CA 5.8.2 cu.m 4484.99 Four Hundred Eighty Four

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

And Paise Ninety Nine Only

Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of Rupees Four Thousand

113 05024DA 5.8.2 formwork and reinforcement for reinforced concrete cu.m 4590.39 Five Hundred Ninety And

work in (D) Columns, Pillars posts and struts upto Paise Thirty Nine Only

floor two level.

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of Rupees Five Thousand Five

114 05024EA 5.8.2 formwork and reinforcement for reinforced concrete cu.m 5547.55 Hundred Forty Seven And

work in (E) Staircases excluding landing upto floor Paise Fifty Five Only

Providing and laying controlled cement concrete

Rupees Four Thousand

M.200 and curing complete excluding the cost of

Seven Hundred Forty Eight

115 05024KA 5.8.2 formwork and reinforcement for reinforced concrete cu.m

And Paise Twenty Three

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

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of Rupees Four Thousand

116 05025AA 5.8.3 formwork and reinforcement for reinforced concrete cu.m 4247.21 Two Hundred Forty Seven

work in (A) Foundations, footings, Base of columns And Paise Twenty One Only

and Mass concrete.

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of Rupees Four Thousand

117 05025BA 5.8.3 formwork and reinforcement for reinforced concrete cu.m 4557.41 Five Hundred Fifty Seven

work in (B) Walls, from top of foundation level upto And Paise Forty One Only

floor two level

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

Rupees Four Thousand

formwork and reinforcement for reinforced concrete

118 05025CA 5.8.3 cu.m 4530.79 Five Hundred Thirty And

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

Paise Seventy Nine Only

Beams, Girders and Cantilever upto floor two

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of Rupees Four Thousand Six

119 05025DA 5.8.3 formwork and reinforcement for reinforced concrete cu.m 4636.19 Hundred Thirty Six And

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

floor two level.

Providing and Laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing Rupees Eight Thousand

120 05026A 0.00 smooth with curing etc. complete including the cost cu.m 8355.04 Three Hundred Fifty Five

of formwork but excluding the cost of reinforsement And Paise Four Only

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

Providing and Laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Seven Thousand

smooth with curing etc. complete including the cost

121 05026B 0.00 cu.m 7475.61 Four Hundred Seventy Five

of formwork but excluding the cost of reinforsement

And Paise Sixty One Only

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

and upto 10 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Six Thousand Eight

smooth with curing etc. complete including the cost

122 05026C 0.00 cu.m 6888.15 Hundred Eighty Eight And

of formwork but excluding the cost of reinforsement

Paise Fifteen Only

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

and upto 13 cm. thickness

Providing and Laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Six Thousand

smooth with curing etc. complete including the cost

123 05026D 0.00 cu.m 6304.20 Three Hundred Four And

of formwork but excluding the cost of reinforsement

Paise Twenty Only

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

and upto 15 cm.thickness

Providing and Laying controlled cement concrete

M.150 and finishing smooth with curing etc. Rupees Eight Thousand

124 05027A 0.00 complete including the cost of formwork but cu.m 8463.69 Four Hundred Sixty Three

excluding the cost of reinforsement for R.C.C work in And Paise Sixty Nine Only

(i) Slabs upto 8cm thickness

Providing and Laying controlled cement concrete

M.150 and finishing smooth with curing etc.

Rupees Seven Thousand

complete including the cost of formwork but

125 05027B 0.00 cu.m 7584.25 Five Hundred Eighty Four

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

And Paise Twenty Five Only

(ii) Slabs having more than 8 cm and upto

Providing and Laying controlled cement concrete

M.150 and finishing smooth with curing etc. Rupees Six Thousand

complete including the cost of formwork but Seven Hundred Seventy

excluding the cost of reinforsement for R.C.C work in One And Paise Sixty Six

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

Providing and Laying controlled cement concrete

M.150 and finishing smooth with curing etc.

Rupees Six Thousand Four

complete including the cost of formwork but

127 05027D 0.00 cu.m 6412.84 Hundred Twelve And Paise

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

Eighty Four Only

(iv) Slabs having more than 13 cm and upto

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) exposed work with Rupees Nine Thousand

128 05028A 0.00 curing etc. complete including the cost of formwork cu.m 9542.05 Five Hundred Forty Two

but excluding the cost of reinforsement for R.C.C And Paise Five Only

work in (i) Slabs upto 8cm thickness

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) exposed work with Rupees Eight Thousand

129 05028B 0.00 curing etc. complete including the cost of formwork cu.m 8425.21 Four Hundred Twenty Five

but excluding the cost of reinforsement for R.C.C And Paise Twenty One Only

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

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) exposed work with

Rupees Seven Thousand

curing etc. complete including the cost of formwork

130 05028C 0.00 cu.m 7454.03 Four Hundred Fifty Four

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

And Paise Three Only

work in (iii) Slabs having more than 10 cm and upto

13 cm. thickness

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) exposed work with

Rupees Six Thousand Nine

curing etc. complete including the cost of formwork

131 05028D 0.00 cu.m 6937.59 Hundred Thirty Seven And

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

Paise Fifty Nine Only

work in (iv) Slabs having more than 13 cm and upto

15 cm.thickness

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc. complete Rupees Nine Thousand Six

132 05029A 0.00 including the cost of formwork but excluding the cost cu.m 9650.69 Hundred Fifty And Paise

of reinforsement for R.C.C work in (i) Slabs upto Sixty Nine Only

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc. complete

Rupees Eight Thousand

including the cost of formwork but excluding the cost

133 05029B 0.00 cu.m 8533.85 Five Hundred Thirty Three

of reinforsement for R.C.Cwork in (ii) Slabs having

And Paise Eighty Five Only

more than 8 cm and upto 10 cm.thickness

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc. complete

Rupees Seven Thousand

including the cost of formwork but excluding the cost

134 05029C 0.00 cu.m 7501.90 Five Hundred One And

of reinforsement for R.C.Cwork in (iii) Slabs having

Paise Ninety Only

more than 10 cm and upto 13 cm. thickness

Providing and laying controlled cement concrete

M.150 and exposed work with curing etc. complete

Rupees Seven Thousand

including the cost of formwork but excluding the cost

135 05029D 0.00 cu.m 7046.23 Forty Six And Paise Twenty

of reinforsement for R.C.Cwork in (iv) Slabs having

more than 13 cm and upto 15 cm.thickness

Providing and laying ordinary cement concrete 1:2:4

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

Rupees Ten Thousand Two

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

136 5030 0.00 cu.m 10219.39 Hundred Nineteen And

including finishing smooth with,curing etc. complete

Paise Thirty Nine Only

including the cost of formwork but excluding the cost

of reinforcement.

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Eight Thousand

smooth with,curing etc. complete including the cost

137 05031A1 0.00 cu.m 8593.80 Five Hundred Ninety Three

of formwork but excluding the cost of reinforcement

And Paise Eighty Only

for R.C.C work in (A) BEAMS :(i) Having cross-

sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Seven Thousand

smooth with,curing etc. complete including the cost

138 05031A2 0.00 cu.m 7665.60 Six Hundred Sixty Five And

of formwork but excluding the cost of reinforcement

Paise Sixty Only

for R.C.C work in (A) BEAMS :(ii) Having cross-

sectional area more than 0.08Sq.M and upto

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Six Thousand Five

smooth with,curing etc. complete including the cost

139 05031A3 0.00 cu.m 6578.07 Hundred Seventy Eight And

of formwork but excluding the cost of reinforcement

Paise Seven Only

for R.C.C work in (A) BEAMS :(iii) Having cross-

sectional area more than 0.12Sq.M and upto

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Twelve Thousand

smooth with,curing etc. complete including the cost

140 05031B1 0.00 cu.m 12335.51 Three Hundred Thirty Five

of formwork but excluding the cost of reinforcement

And Paise Fifty One Only

for R.C.C work in (B) COLUMNS: (i) Having cross-

sectional area 0.05 to 0.08 Sq.M

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Ten Thousand Six

smooth with,curing etc. complete including the cost

141 05031B2 0.00 cu.m 10658.16 Hundred Fifty Eight And

of formwork but excluding the cost of reinforcement

Paise Sixteen Only

for R.C.C work in (B) COLUMNS: (ii) Having cross

sectional area more than 0.08 Sq.M and upto

Providing and laying ordinary cement concrete 1:2:4

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

aggregates 20 mm nominal size) and finishing

Rupees Eight Thousand Six

smooth with,curing etc. complete including the cost

142 05031B3 0.00 cu.m 8692.87 Hundred Ninety Two And

of formwork but excluding the cost of reinforcement

Paise Eighty Seven Only

for R.C.C work in (B) COLUMNS: (iii) Having cross-

sectional area more than 0.12Sq.M and upto

Providing and laying ordinary cement concrete

M.150exposed work with curing etc. complete

Rupees Ten Thousand Four

including the cost of formwork but excluding the cost

143 05032A1 0.00 cu.m 10443.06 Hundred Forty Three And

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

Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the cost Rupees Nine Thousand

144 05032A2 0.00 of reinforcement for cu.m 9166.36 One Hundred Sixty Six And

R.C.C. work in (A) BEAMS :(ii) Having cross- Paise Thirty Six Only

sectional area more than 0.08Sq.M and upto

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the cost Rupees Seven Thousand

145 05032A3 0.00 of reinforcement for cu.m 7670.50 Six Hundred Seventy And

R.C.C. work in (A) BEAMS :(iii) Having cross- Paise Fifty Only

sectional area more than 0.12Sq.M and upto

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the cost Rupees Fourteen Thousand

146 05032B1 0.00 of reinforcement for cu.m 14283.59 Two Hundred Eighty Three

R.C.C. work in (B) COLUMNS:(i) Having cross- And Paise Fifty Nine Only

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

Rupees Twelve Thousand

including the cost of formwork but excluding the cost

Two Hundred Fifty Seven

147 05032B2 0.00 of reinforcement for cu.m

And Paise Seventy Three

R.C.C. work in(B) COLUMNS:(ii) Having cross-

sectional area more than 0.08 Sq.M and upto

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the cost Rupees Nine Thousand

148 05032B3 0.00 of reinforcement for cu.m 9884.10 Eight Hundred Eighty Four

R.C.C. work in(B) COLUMNS:(iii) Having cross- And Paise Ten Only

sectional area more than 0.12Sq.M and upto

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

Rupees Ten Thousand

including the cost of formwork but excluding the cost

149 05033A1 0.00 cu.m 10762.65 Seven Hundred Sixty Two

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

And Paise Sixty Five Only

Having cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

Rupees Nine Thousand

including the cost of formwork but excluding the cost

150 05033A2 0.00 cu.m 9485.95 Four Hundred Eighty Five

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

And Paise Ninety Five Only

Having cross-sectional area more than 0.08Sq.M

and upto 0.12 Sq.M

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

Rupees Seven Thousand

including the cost of formwork but excluding the cost

151 05033A3 0.00 cu.m 7990.09 Nine Hundred Ninety And

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

Paise Nine Only

Having cross-sectional area more than 0.12Sq.M

and upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

Rupees Fourteen Thousand

including the cost of formwork but excluding the cost

152 05033B1 0.00 cu.m 14603.19 Six Hundred Three And

of reinforcement for R.C.C. work in (B) COLUMNS:(i)

Paise Nineteen Only

Having cross-sectional area 0.05 to

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete Rupees Twelve Thousand

including the cost of formwork but excluding the cost Five Hundred Seventy

of reinforcement for R.C.C. work in (B) Seven And Paise Thirty

COLUMNS:(ii) Having cross-sectional area more Three Only

than 0.08 Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.200 exposed work with curing etc. complete

Rupees Ten Thousand Two

including the cost of formwork but excluding the cost

154 05033B3 0.00 cu.m 10203.70 Hundred Three And Paise

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

COLUMNS:(iii) Having cross-sectional area more

than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Ten Thousand

including the cost of formwork but excluding the cost

155 05034A1 0.00 cu.m 10824.26 Eight Hundred Twenty Four

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

And Paise Twenty Six Only

Having cross-sectional area 0.05 to

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Nine Thousand

including the cost of formwork but excluding the cost

156 05034A2 0.00 cu.m 9547.56 Five Hundred Forty Seven

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

And Paise Fifty Six Only

Having cross-sectional area more than 0.08Sq.M

and upto 0.12 Sq.M

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Eight Thousand

including the cost of formwork but excluding the cost

157 05034A3 0.00 cu.m 8051.70 Fifty One And Paise

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

Having cross-sectional area more than 0.12Sq.M

and upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Fourteen Thousand

including the cost of formwork but excluding the cost

158 05034B1 0.00 cu.m 14664.80 Six Hundred Sixty Four And

of reinforcement for R.C.C. work in (B) COLUMNS:(i)

Paise Eighty Only

Having cross-sectional area 0.05 to

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Twelve Thousand

including the cost of formwork but excluding the cost

159 05034B2 0.00 cu.m 12638.94 Six Hundred Thirty Eight

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

And Paise Ninety Four Only

COLUMNS:(ii) Having cross-sectional area more

than 0.08 Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.250 exposed work with curing etc. complete

Rupees Ten Thousand Two

including the cost of formwork but excluding the cost

160 05034B3 0.00 cu.m 10265.31 Hundred Sixty Five And

of reinforcement for R.C.C. work in (B) COLUMNS:

Paise Thirty One Only

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

and upto 0.18 Sq.M

Providing and applying anticarrasive treatment with

polymer base materials to the steel rainfarcement

Rupees Four Thousand

including descaling the dust and applying the

161 5035 0.00 cu.m 4168.96 One Hundred Sixty Eight

preventive coating of approved make (for the R.C.C.

And Paise Ninety Six Only

structures near coastal area only) etc complete.

Providing and fixing in expansion joint 100 mm thick

Rupees Two Thousand

expansion joint board of best quality and approved

162 5047 0.00 MT 2982.06 Nine Hundred Eighty Two

make including cutting to required size and shape at

And Paise Six Only

all levels etc. complete as directed.

Providing and laying and fixing 50 mm thick

expansion joint by hydro cell semi rigid UV Rupees One Thousand

163 5048 0.00 resistance with high performance laminated closed Sqm 1491.03 Four Hundred Ninety One

cell polythene foam joint filler in sheet foam as And Paise Three Only

directed, etc. complete.

Providing and laying and fixing 25 mm thick

expansion joint by hydro cell semi rigid UV Rupees Seven Hundred

164 5049 0.00 resistance with high performance laminated closed Sqm 745.51 Forty Five And Paise Fifty

cell polythene foam joint filler in sheet foam as One Only

directed, etc. complete.

Applying and providing Expansion joint sealing

System on 100 mm vide joint including cleaning of

exansion joint by mechanical means provision of

adhesive and flexible membrane with required bond Rupees Four Thousand

165 5050 0.00 length as per menufracturer specification and 4mm Sqm 4772.00 Seven Hundred Seventy

thick alluminium strip covering with one side sloted Two Only

and bolted with suitable system, inclusive of all

manpower, machinery and material as per

specification and as directed.

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and

specifi-cation by making groove of 50 mm x 12.5 mm

Rupees Five Hundred

lather by cutting or by repairing groove and removing

166 5051 0.00 Sqm 515.39 Fifteen And Paise Thirty

mortar drop or any other foreign materials including

applying primer and filling required size (oversize of

joint PU foam etc. complete.

Providing and filling the expansion joint by polymer

confirm to BS 4254-1983 as per required shade and

manufactured specifi-cation by making groove of

Rupees Two Hundred

mm x 12.5 mm lather by cutting or by repairing

167 5052 0.00 Sqm 273.68 Seventy Three And Paise

groove and removing mortar drop or any other

Sixty Eight Only

foreign materials including applying primer and filling

required size (oversize of joint PU foam etc.

Providing and fixing 25 cm Wide & 3mm thick

Rupees One Thousand Fifty

exterior composite panel on existing expansion joint

168 5053 0.00 Sqm 1054.34 Four And Paise Thirty Four

horizontally & vertically with all material, hardware,

acessories & fittings etc completed.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying in position Ready Mixed M-150

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

Rupees Three Thousand

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

169 5054 0.00 Sqm 3801.76 Eight Hundred One And

laying, excluding the cost of centering shuttering

Paise Seventy Six Only

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

Rupees Four Thousand

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

170 5055 0.00 cu.m 4864.95 Eight Hundred Sixty Four

laying, excluding the cost of centering shuttering

And Paise Ninety Five Only

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-250

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of Rupees Four Thousand

171 5056 0.00 laying, excluding the cost of centering shuttering cu.m 4935.81 Nine Hundred Thirty Five

finishing and reinforcement including cost of And Paise Eighty One Only

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

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of Rupees Five Thousand One

172 5057 0.00 laying, excluding the cost of centering shuttering cu.m 5127.80 Hundred Twenty Seven And

finishing and reinforcement including cost of Paise Eighty Only

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

Providing and laying in position Ready Mixed M-350

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of Rupees Five Thousand Two

173 5058 0.00 laying, excluding the cost of centering shuttering cu.m 5226.05 Hundred Twenty Six And

finishing and reinforcement including cost of Paise Five Only

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

Providing and applying anti carbonation, anti fading,

mold resistant, heat insulating, and 100% acrylic

breathable decorative external waterproof coating of

approved shade having Viscosity @ Room

Temperature by Ford cup No. B-4 (dilute 2 parts of

product with I part of water) 18 to 30 sec. pH of 7.00 Rupees One Hundred

174 5059 0.00 to 10.00 and Sp. Gravity @ Room Temperature cu.m 123.97 Twenty Three And Paise

1.30+0.1, tested for carbon dioxide diffusion Ninety Seven Only

resistance properties for coating materials and

coating systems for exterior masonry and concrete

as per DIN EN 1062-6 (2002- 2010) by a NBA Grade

"A" accredited institution.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

175 5060 0.00 water absorption & compression recovery of 93% Sqm 592.14 Ninety Two And Paise

minimum as per specification for 12 mm wide Fourteen Only

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

176 5061 0.00 water absorption & compression recovery of 93% Sqm 803.22 Three And Paise Twenty

minimum as per specification for 20 mm wide Two Only

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum

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

177 5062 0.00 water absorption & compression recovery of 93% Sqm 1330.92 Three Hundred Thirty And

minimum as per specification for 40 mm wide Paise Ninety Two Only

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

Providing and applying the elastomeric joint sealant

two component, high performance polysulfide

formulation conforming to BS:4254 and ASTM C

having weathering resistance to ultra-violet rays and Rupees One Hundred

178a 5063 0.00 shall exhibit shore A hardness of 25 and have Sqm 178.70 Seventy Eight And Paise

movement accommodation factor 25% including Seventy Only

using of compatible primer of approved standard etc.

complete. for 12 mm thick joint

Providing and applying the elastomeric joint sealant

two component, high performance polysulfide

formulation conforming to BS:4254 and ASTM C

having weathering resistance to ultra-violet rays and

Rupees Two Hundred Fifty

178b 5064 0.00 shall exhibit shore A hardness of 25 and have Rmt

Eight And Paise Eight Only

movement accommodation factor 25% including

using of compatible primer of approved standard etc.

complete. For 20 mm thick joint

CHAPTER- 6 :- BRICK WORK

Brick work using common burnt clay building bricks

Rupees Four Thousand

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

179 06001AA 6.12 cu.m 4181.66 One Hundred Eighty One

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

And Paise Sixty Six Only

Cement : 5 -fine sand)(A) Modular

Brick work using common burnt clay building bricks

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

180 06001BA 6.12 in foundation and plinth in Cement Mortar 1:5. (1- cu.m 3884.00 Eight Hundred Eighty Four

Cement : 5 -fine sand)(B) Conventional Only

Brick work using common burnt clay building bricks

Rupees Four Thousand

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

Three Hundred Forty Two

181 06001CA 6.12 in foundation and plinth in Cement Mortar 1:5. (1- cu.m

And Paise Twenty Four

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

Brick work using common burnt clay building bricks

Rupees Four Thousand

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

182 06002AA 6.13 cu.m 4077.31 Seventy Seven And Paise

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

Thirty One Only

Cement : 6 -fine sand)(A) Modular

Brick work using common burnt clay building bricks

Rupees Three Thousand

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

Eight Hundred Fifty Three

183 06002BA 6.13 in foundation and plinth in Cement Mortar 1:6 (1- cu.m

And Paise Twenty Three

Cement : 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks

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

184 06002CA 6.13 in foundation and plinth in Cement Mortar 1:6 (1- cu.m 4311.49 Three Hundred Eleven And

Cement : 6 -fine sand)(C) Fly Ash Bricks Paise Forty Nine Only

Brick work using common burnt clay building bricks

Rupees Three Thousand

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

185 06003AA 0.00 cu.m 3969.07 Nine Hundred Sixty Nine

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

And Paise Seven Only

Cement : 8 -fine sand)(A) Modular

Brick work using common burnt clay building bricks

Rupees Three Thousand

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

Seven Hundred Twenty

186 06003BA 0.00 in foundation and plinth in Cement Mortar 1:8 (1- cu.m

Nine And Paise Fifty Three

Cement : 8 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks

Rupees Four Thousand

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

One Hundred Eighty Seven

187 06003CA 0.00 in foundation and plinth in Cement Mortar 1:8 (1- cu.m

And Paise Seventy Eight

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

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Brick work using common burnt clay building bricks

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

188 06004AA 0.00 in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 3978.61 Nine Hundred Seventy Eight

putty :1.5 -fine sand)(A) Modular And Paise Sixty One Only

Brick work using common burnt clay building bricks

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

189 06004BA 0.00 in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 3740.42 Seven Hundred Forty And

putty :1.5 -fine sand)(B) Conventional Paise Forty Two Only

Brick work using common burnt clay building bricks

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

190 06004CA 0.00 in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 4198.68 One Hundred Ninety Eight

putty :1.5 -fine sand)(C) Fly Ash Bricks And Paise Sixty Eight Only

Brick work using common burnt clay building bricks

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

191 06005AA 0.00 in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m 3959.42 Nine Hundred Fifty Nine

putty : 2 -fine sand)(A) Modular And Paise Forty Two Only

Brick work using common burnt clay building bricks

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

192 06005BA 0.00 in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m 3718.50 Seven Hundred Eighteen

putty : 2 -fine sand)(B) Conventional And Paise Fifty Only

Brick work using common burnt clay building bricks

Rupees Four Thousand

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

One Hundred Seventy Six

193 06005CA 0.00 in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m

And Paise Seventy Five

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

Extra for brick work in superstructure above plinth Rupees Two Hundred

194 06006A 6.19 level upto floor two level (A) Modular cu.m 275.89 Seventy Five And Paise

Eighty Nine Only

Extra for brick work in superstructure above plinth Rupees Two Hundred

195 06006B 6.19 level upto floor two level (B) Conventional cu.m 288.43 Eighty Eight And Paise

Forty Three Only

Extra for brick work in superstructure above plinth Rupees Two Hundred

196 06006C 6.19 level upto cu.m 288.43 Eighty Eight And Paise

floor two level(C) Fly Ash Bricks Forty Three Only

Extra for brick work in superstructure above floor two Rupees Forty One And

197 06007A1A 6.20 perfloor

level Item No. 1(6.12) (A) Modular Paise Two Only

Extra for brick work in superstructure above floor two Rupees Thirty Eight And

198 06007A2A 6.20 perfloor

level Item No. 1(6.12) (B) Conventional Paise Eighty One Only

Extra for brick work in superstructure above floor two Rupees Forty Three And

199 06007A3A 6.20 perfloor

level Item No. 1(6.12) (C) Fly Ash Bricks Paise Forty Only

Extra for brick work in superstructure above floor two Rupees Forty And Paise

200 06007B1A 6.20 perfloor

level Item No. 2(6.13) (A) Modular Seventy Seven Only

Extra for brick work in superstructure above floor two Rupees Thirty Eight And

201 06007B2A 6.20 perfloor

level Item No. 2(6.13) (B) Conventional Paise Fifty One Only

Extra for brick work in superstructure above floor two Rupees Forty Three And

202 06007B3A 6.20 perfloor

level Item No. 2(6.13) (C) Fly Ash Bricks Paise Nine Only

Extra for brick work in superstructure above floor two Rupees Thirty Nine And

203 06007C1A 6.20 perfloor

level Item No. 3 (A) Modular Paise Sixty Six Only

Extra for brick work in superstructure above floor two Rupees Thirty Seven And

204 06007C2A 6.20 perfloor

level Item No. 3 (B) Conventional Paise Twenty Seven Only

Extra for brick work in superstructure above floor two Rupees Forty One And

205 06007C3A 6.20 perfloor

level Item No. 3 (C) Fly Ash Bricks Paise Eighty Five Only

Extra for brick work in superstructure above floor two Rupees Thirty Nine And

206 06007D1A 6.20 perfloor

level Item No. 4 (A) Modular Paise Seventy Six Only

Extra for brick work in superstructure above floor two Rupees Thirty Seven And

207 06007D2A 6.20 perfloor

level Item No. 4 (B) Coventional Paise Thirty Eight Only

Extra for brick work in superstructure above floor two Rupees Forty One And

208 06007D3A 6.20 perfloor

level Item No. 4 (C) Fly Ash Bricks Paise Ninety Seven Only

Extra for brick work in superstructure above floor two Rupees Thirty Nine And

209 06007E1A 6.20 perfloor

level Item No. 5 (A) Modular Paise Fifty Seven Only

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Five Hundred

210 06008A1A 6.30 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - Sqm 579.60 Seventy Nine And Paise

coarse sand ) in foundation and Sixty Only

plinth (A) Modular

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Rupees Five Hundred

211 06008A2A 6.30 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - Sqm

Ninety And Paise One Only

coarse sand ) in foundation and

plinth (B) Conventional

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Six Hundred Forty

212 06008A3A 6.30 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - Sqm 644.52 Four And Paise Fifty Two

coarse sand ) in foundation and Only

plinth (C)Fly Ash Bricks

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Five Hundred

213 06008B1A 6.30 Kg/Sq.Cm. in Cement Sqm 570.21 Seventy And Paise Twenty

mortar 1:5 (1- Cement : 5 -coarse sand ) in One Only

foundation and plinth (A) Modular

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Five Hundred

214 06008B2A 6.30 Kg/Sq.Cm. in Cement Sqm 579.50 Seventy Nine And Paise

mortar 1:5 (1- Cement : 5 -coarse sand ) in Fifty Only

foundation and plinth (B) Conventional

(ii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Rupees Six Hundred Thirty

215 06008B3A 6.30 Kg/Sq.Cm. in Cement Sqm

Four And Paise One Only

mortar 1:5 (1- Cement : 5 -coarse sand ) in

foundation and plinth (C)Fly Ash Bricks

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Five Hundred Fifty

216 06008C1A 6.30 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 - Sqm 555.26 Five And Paise Twenty Six

coarse sand ) in foundation and Only

plinth (A) Modular

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Five Hundred Sixty

217 06008C2A 6.30 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 - Sqm 562.75 Two And Paise Seventy

coarse sand ) in foundation and Five Only

plinth (B) Conventional

(iii) Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Rupees Six Hundred

218 06008C3A 6.30 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 - Sqm 617.25 Seventeen And Paise

coarse sand ) in foundation and Twenty Five Only

plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two Rupees Thirty Eight And

level Item No. 5 (B) Coventional Paise Eighty One Only

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

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

Rupees Six Hundred Forty

220 06009AA 6.31 coarse sand ) with 2 Nos of 6mm Mild steel round Sqm

And Paise Eighty Eight Only

bars after every three course embedded in Cement

Mortar in foundation and plinth (A) Modular

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3- Rupees Six Hundred Fifty

221 06009BA 6.31 coarse sand ) with 2 Nos of 6mm Mild steel round Sqm 653.38 Three And Paise Thirty

bars after every three course embedded in Cement Eight Only

Mortar in foundation and plinth (B) Conventional

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3- Rupees Seven Hundred

222 06009CA 6.31 coarse sand ) with 2 Nos of 6mm Mild steel round Sqm 707.89 Seven And Paise Eighty

bars after every three course embedded in Cement Nine Only

Mortar in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two Rupees Forty One And

level Item No. 5 (C) Fly Ash Bricks Paise Seventy Four Only

Extra for half brick masonry in superstructure above Rupees Fifty And Paise

plinth level upto floor two level. (A) Modular Eighty Seven Only

Extra for half brick masonry in superstructure above

Rupees Fifty Five And Paise

225 06010B 6.32 plinth level upto floor two level. (B) Conventional Sqm

Seventy Two Only

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Extra for half brick masonry in superstructure above

Rupees Fifty Five And Paise

226 06010C 6.32 plinth level upto floor two level. (C)Fly Ash Bricks Sqm

Seventy Two Only

Extra for half brick masonry in superstructure above Rupees Five And Paise

floor two level. (A) Modular Eighty Only

Extra for half brick masonry in superstructure above Rupees Five And Paise

floor two level.(B) Conventional Ninety Only

Extra for half brick masonry in superstructure above Rupees Six And Paise Forty

floor two level. (C) Fly Ash Bricks Four Only

Half brick thick honey- comb brick work with common

burnt clay building bricks having crushing strength Rupees Two Hundred

230 06012AA 6.55 not less than 35 Kg/Sq.Cm. (i) In Cement Mortar 1:4 Sqm 298.20 Ninety Eight And Paise

( 1- Cement : 4 - coarse sand) Twenty Only

Half brick thick honey- comb brick work with common

burnt clay building bricks having crushing strength Rupees Two Hundred

231 06012BA 6.55 not less than 35 Kg/Sq.Cm. (ii) In Cement Mortar 1:5 Sqm 291.99 Ninety One And Paise

( 1- Cement : 5 - coarse sand) Ninety Nine Only

Half brick thick honey- comb brick work with common

burnt clay building bricks having crushing strength Rupees Three Hundred

232 06012CA 6.55 not less than 35 Kg/Sq.Cm. (iii) Fly Ash Brick In Sqm 323.60 Twenty Three And Paise

Cement Mortar 1:5 ( 1-Cement : 5 - coarse sand) Sixty Only

Masonary work using Aerated light weight concrete

block having crushing strength not less than

Rupees Four Thousand

kg/sqcm for super structure above plinth level upto

233 6014 0.00 cu.m 4589.96 Five Hundred Eighty Nine

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

And Paise Ninety Six Only

fine sand ) complete as per Technical Specification

Providing and laying Precast Lightweight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm

wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm

Rupees Seven Hundred

/ 3300 mm in legth made from of controlled cement

234 6015 0.00 Sqm 754.47 Fifty Four And Paise Forty

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)

Providing and laying Precast Lightweight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm

wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm

/ 3300 mm in legth made from of controlled cement Rupees Eight Hundred Fifty

concrete M20 having cube compressive strength not And Paise Forty Two Only

less than 20 MPa jointing with high strength & tensile

adhesion non-shrink cementitious joint compound /

P.U. Foam. (Plaster not required)

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit of

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

Rupees Seven Hundred

/ 3000 mm / 3300 mm in legth made from of

236 6017 0.00 Sqm 784.77 Eighty Four And Paise

controlled cement concrete M35 having cube

Seventy Seven Only

compressive strength not less than 35 MPa jointing

with high strength & tensile adhesion non-shrink

cementitious joint compound / P.U. Foam. (Plaster

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm

wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm

Rupees Eight Hundred

/ 3300 mm in legth made from of controlled cement

237 6018 0.00 Sqm 883.75 Eighty Three And Paise

concrete M35 having cube compressive strength not

Seventy Five Only

less than 35 MPa jointing with high strength & tensile

adhesion non-shrink cementitious joint compound /

P.U. Foam. (Plaster not required)

CHAPTER- 7 STONE MASONRY

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

(i) Uncoursed Rubble Masonry with hard stone of

Rupees Two Thousand Five

approved quality in foundations and plinth in Cement

238 07001AA 7.60 cu.m 2580.25 Hundred Eighty And Paise

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

Twenty Five Only

levelling up etc. complete

(ii) Uncoursed Rubble Masonry with hard stone of

Rupees Two Thousand Six

approved quality in foundations and plinth in Cement

239 07001BA 7.60 cu.m 2622.55 Hundred Twenty Two And

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

Paise Fifty Five Only

levelling up etc. complete

(iii) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Lime Rupees Two Thousand

240 07001CA 7.60 Mortar 1:1.5 (1-Lime cu.m 2425.14 Four Hundred Twenty Five

: 1.5-coarse sand including levelling up etc. And Paise Fourteen Only

Extra over Item 7.6 for super structure above plinth Rupees Three Hundred

241 7002 7.80 level upto floor two level cu.m 383.38 Eighty Three And Paise

Thirty Eight Only

Extra for additional lift in superstructure above floor Rupees Twenty Five And

two level. Paise Eighty One Only

Coursed rubble masonry with hard stone of approved

Rupees Three Thousand

quality in foundations and plinth in Cement Mortar

243 07004A 7.17 A cu.m 3469.33 Four Hundred Sixty Nine

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

And Paise Thirty Three Only

Coursed rubble masonry with stone of approved Rupees Three Thousand

244 07005AA 7.17 B quality in foundations and plinth in Cement Mortar cu.m 3507.78 Five Hundred Seven And

1:5 (1-Cement : 5- coarse sand) etc. complete. Paise Seventy Eight Only

Coursed rubble masonry with stone of approved Rupees Three Thousand

245 07005BA 7.17 C quality in foundations and plinth in Cement Mortar cu.m 3620.41 Six Hundred Twenty And

1:4 (1-Cement : 4- coarse sand) etc. complete. Paise Forty One Only

Coursed rubble masonry with stone of approved

Rupees Three Thousand

quality in foundations and plinth in Cement Mortar

246 07005CA 7.17 D cu.m 3829.58 Eight Hundred Twenty Nine

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

And Paise Fifty Eight Only

Extra over item No. 7.17 for superstructure above

Rupees Three Hundred Fifty

247 7006 7.19 plinth level upto floor two level r floor per cu

Eight And Paise Thirty Only

Extra for additional lift in superstructure above floor Rupees Thirty Seven And

248 07007A 7.20 r floor per cu

two level. Paise Seventy Four Only

White Stone Bela mesonry block in course in

Rupees Four Thousand Six

superstructure with stone of approved quality in Lime

249 07008A 0.00 cu.m 4627.94 Hundred Twenty Seven And

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

Paise Ninety Four Only

packing the joints etc. complete.

White Stone Bela mesonry work in partition walls

Rupees Five Hundred Forty

250 07009A 0.00 upto 15 cm thickness in cement Mortar 1:4 ( 1- Sqm

Nine And Paise Thirty Only

Cement : 4- course sand)

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in Lime Rupees Five Thousand Five

251 07010A 0.00 Mortar 1:5 (1-Cement cu.m 5510.98 Hundred Ten And Paise

:5- course sand) including packing the joints etc. Ninety Eight Only

White Stone Bela mesonry block in course in

Rupees Five Thousand

superstructure with stone of approved quality in Lime

252 07011A 0.00 cu.m 5484.07 Four Hundred Eighty Four

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

And Paise Seven Only

packing the joints etc. complete.

Precast concrete block masonry (including quoin

blocks jamb blocks closer etc.) with solid concrete

Rupees Three Thousand

blocks of approved size made of cement concrete

Seven Hundred Seventy

253 07012A 7.75 1:3:6 mix (1- Cement : 3 coarse sand: 6- graded cu.m

One And Paise Ninety

stone aggregates of 20 mm and down grade) in

foundation and plinth cement morter 1:6

Extra for masonry work with precast concrete block Rupees Two Hundred

254 7013 7.93 in superstructue above plinth upto floor two level. cu.m 288.43 Eighty Eight And Paise

Forty Three Only

Precast concrete block masonry in partition walls

cm. thick with solid block of approved size (including

Rupees Six Hundred

quion blocks Jamb blocks closer etc.) made of

255 07014A 7.82 Sqm 676.85 Seventy Six And Paise

C.C.1:3:6 (1- Cement : 3- coarse sand : 6 graded

Eighty Five Only

stone aggregates 20 mm and down grade) (A) in

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and laying hollow block masonry 90 mm

thick using hollow concrete blocks IS 2185 (Part-I )

grade B (5.0) with Cement Mortar 1:4 laying in Rupees Three Hundred

256 7015 0.00 perfect line level and plinth preparing grading the Sqm 375.53 Seventy Five And Paise

joints incl. the cost of scaffolding and curing etc. (A) Fifty Three Only

Block masonry in 1:1:8 cement lime mortar

Providing and laying hollow block masonry 140 mm

thick using follow blocks masonry IS 2185 (Part-I )

grade B (5.0) with Cement Mortar 1:4 laying in Rupees Four Hundred Fifty

257 7016 0.00 parfect line level and plint propering groding the Sqm 454.62 Four And Paise Sixty Two

jaints ind. the cast of seaffolding and quiring etc . Only

(A) Block masonry in 1:1:8 cement lime mortar

Providing and laying hollow block masonry 190 mm

thick using follow blocks masonry IS 2185 (Part-I )

grade B (5.0) with Cement Mortar 1:4 laying in Rupees Five Hundred

258 7017 0.00 perfect line level and plint propering groding the Sqm 518.79 Eighteen And Paise

jaints ind. the cast of seaffolding and quiring etc (A) Seventy Nine Only

Block masonry in 1:1:8 cement lime mortar

CHAPTER-9 FORM-WORK

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

Rupees One Hundred

centering below supporting floor to ceiling not

259 09001AA 9.10 Sqm 188.10 Eighty Eight And Paise Ten

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

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

Rupees Two Hundred

exceeding 4 M. and removal of the same for in situ

260 09001B1A 9.10 Sqm 273.61 Seventy Three And Paise

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

mm in thickness.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. Height of propping and

centering below supporting floor to ceiling not

Rupees Two Hundred

exceeding 4 M. and removal of the same for in situ

261 09001B2A 9.10 Sqm 294.13 Ninety Four And Paise

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.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not

Rupees Two Hundred Forty

exceeding 4 M. and removal of the same for in situ

262 09001CA 9.10 Sqm 249.67 Nine And Paise Sixty Seven

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.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees Three Hundred

centering below supporting floor to ceiling not

263 09001G1A 9.10 Sqm 326.62 Twenty Six And Paise Sixty

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.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees Four Hundred

centering below supporting floor to ceiling not

264 09001G2A 9.10 Sqm 420.68 Twenty And Paise Sixty

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.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not

exceeding 4 M. and removal of the same for in situ Rupees Two Hundred

reinforced concrete and plain concrete work in. (H) Twelve And Paise Five Only

(1) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not Rupees Two Hundred

266 09001H2A 9.10 exceeding 4 M. and removal of the same for in situ Sqm 280.45 Eighty And Paise Forty Five

reinforced concrete and plain concrete work in. (H) Only

(2) Sides and soffits of Beams Beam Haunchings

canti-levers Girders Bressumers and Lintels

exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not Rupees Seventy Five And

exceeding 4 M. and removal of the same for in situ Paise Eight Only

reinforced concrete and plain concrete work in. (I)

Edges of slabs and Breaks in floors and walls.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not Rupees Seven Hundred

268 09001KA 9.10 exceeding 4 M. and removal of the same for in situ Sqm 702.57 Two And Paise Fifty Seven

reinforced concrete and plain concrete work in. (K) Only

Small surfaceassuch as cantiever brackets and ends

of steps caps and basses to pilasters and Columns

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees One Hundred

centering below supporting floor to ceiling not

269 09001LA 9.10 Sqm 173.59 Seventy Three And Paise

exceeding 4 M. and removal of the same for in situ

Fifty Nine Only

reinforced concrete and plain concrete work in. (L)

Chullah Hoods, weather shades Chhajjas Corbels

etc. including edges.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not Rupees Two Hundred Sixty

270 09001MA 9.10 exceeding 4 M. and removal of the same for in situ Sqm 266.77 Six And Paise Seventy

reinforced concrete and plain concrete work in. (M) Seven Only

Staircase with sloping or stepped soffits including

risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as

to give a rough finish including centering shuttering

strutting and propping etc. height of propping and

Rupees Four Hundred

centering below supporting floor to ceiling not

271 09001QA 9.10 Sqm 415.54 Fifteen And Paise Fifty Four

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.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Extra for additional height of propping and centering

where the height of propping and centering exceeds

Rupees Four Hundred

4 .O M between supporting floor to ceiling including

272 09002AA 9.20 Sqm 407.75 Seven And Paise Seventy

temporary brick or stone pillars for supporting as

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

Extra for additional height of propping and centering

where the height of propping and centering exceeds

Rupees Seven Hundred

4 .O M between supporting floor to ceiling including

273 09002BA 9.20 Sqm 714.85 Fourteen And Paise Eighty

temporary brick or stone pillars for supporting as

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

Extra for additional height of propping and centering

where the height of propping and centering exceeds

Rupees Six Hundred

4 .O M between supporting floor to ceiling including

274 09002CA 9.20 Sqm 612.20 Twelve And Paise Twenty

temporary brick or stone pillars for supporting as

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

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (A) Foundations, Rupees Ninety Eight And

Footings, Bases of Columns etc. and Mass concrete Paise Eighty Four Only

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (B)Flat surfaces Rupees Ninety Eight And

such as soffits of slabs Landings and the like. (1) Paise Eighty Four Only

Floors etc. upto 200mm in thickness.

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (B) Flat surfaces Rupees Ninety Eight And

such as soffits of slabs Landings and the like. 2) Paise Eighty Four Only

Floors etc.above 200mm in thickness.

Extra for Providing formwork with sheathing steel

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

Rupees Ninety Eight And

278 09003CA 9.70 surface such as walls (anythickness) partitions & Sqm

Paise Eighty Four Only

lime including attached pilasters buttresses plinth &

string course & like.

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (G) Columns, Rupees Ninety Eight And

Pillars, Posts and struts. (1) Square, Rectangular or Paise Eighty Four Only

polygonal in plan.

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (G) Columns, Rupees Ninety Eight And

Pillars, Posts and struts. (2) Circular or curved in Paise Eighty Four Only

Extra for Providing formwork with sheathing steel

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

Rupees Ninety Eight And

281 09003H1A 9.70 soffits of Beams, Beam Haunchingscantilevers Sqm

Paise Eighty Four Only

Girders, Bressumers and Lintels not exceeding 1 M.

Extra for Providing formwork with sheathing steel

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

Rupees Ninety Eight And

282 09003H2A 9.70 soffits of Beams, Beam Haunchings cantilevers Sqm

Paise Eighty Four Only

Girders, Bressumers and Lintels exceeding 1 M. in

Extra for Providing formwork with sheathing steel

Rupees Ninety Eight And

283 09003IA 9.70 sheets so as to give a fair finish in (I) Edges of slabs Sqm

Paise Eighty Four Only

and Breaks in floors and walls.

Extra for Providing formwork with sheathing steel

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

Rupees Ninety Eight And

284 09003KA 9.70 surfaceas such as centilever endsnBrackets and end Sqm

Paise Eighty Four Only

of steps caps and basses to pilasters and Columns

including edges.

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (L) Chullah Hoods Rupees Ninety Eight And

weather Shades Chhajjas Corbels etc. and the like. Paise Eighty Four Only

Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (M)Staircase with Rupees Ninety Eight And

sloping or stepped soffits including sisers and Paise Eighty Four Only

stringers excluding landing.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Extra for Providing formwork with sheathing steel

Rupees Ninety Eight And

287 09003QA 9.70 sheets so as to give a fair finish in (Q)Vertical fins Sqm

Paise Eighty Four Only

and vertical sun breakers.

CHAPTER-10 WOOD WORK AND JOINERY

Providing wood work in frames of Doors, windows

Rupees Six Hundred Ten

cleare story windows and othersimilar works

288 10001A 10.10 10Cu.Dm. 610.23 And Paise Twenty Three

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

Providing wood work in Trusses, Purling, Rafter,

Rupees One Thousand

Post,Post Plates, wall plates and the like wrought

289 10002A 10.40 Cu.Dm. 1387.60 Three Hundred Eighty

framed, hoisted and fixed in position

Seven And Paise Sixty Only

Providing wood work in frames of false- ceiling, Rupees Six Hundred Sixty

290 10003A 10.50 partitions etc sawn and put up in position. (A) Indian Cu.Dm. 665.33 Five And Paise Thirty Three

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised Rupees Four Thousand

291 10004AA 10.12 alluminium butt hinges with necessary screws.(A) Cu.Dm. 4101.06 One Hundred One And

Indian Teak Wood (1) Fully Panelled Paise Six Only

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised Rupees Three Thousand

292 10004BA 10.12 alluminium butt hinges with necessary screws. (A) Sqm 3403.77 Four Hundred Three And

Indian Teak Wood (ii) Fully Glazed. Paise Seventy Seven Only

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised Rupees Three Thousand

293 10004CA 10.12 alluminium butt hinges with necessary screws. (A) Sqm 3752.41 Seven Hundred Fifty Two

Indian Teak Wood(iii) Partly panelled and partly And Paise Forty One Only

Providing and fixing 35 mm thick shutters for Doors, Rupees Three Thousand

windows and clearstory windows including Seven Hundred Seventy

blackenamelled M.S. butt hinges with necessary Three And Paise Eighty

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

Providing and fixing 35 mm thick shutters for Doors,

Rupees Three Thousand

windows and clearstory windows including

295 10005BA 10.13 Sqm 3076.55 Seventy Six And Paise Fifty

blackenamelled M.S. butt hinges with necessary

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

Providing and fixing 35 mm thick shutters for Doors,

windows and clearstory windows including Rupees Three Thousand

296 10005CA 10.13 blackenamelled M.S. butt hinges with necessary Sqm 3425.20 Four Hundred Twenty Five

screws. (A) Indian teak wood. (iii) Partly panelled and And Paise Twenty Only

Providing and fixing 25 mm thick shutters for

Rupees Three Thousand

cupboards etc. including anodised alluminium butt

297 10006AA 10.15 Sqm 3179.95 One Hundred Seventy Nine

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

And Paise Ninety Five Only

(i) Fully Panelled.

Providing and fixing 25 mm thick shutters for

Rupees Two Thousand

cupboards etc. including anodised alluminium butt

298 10006BA 10.15 Sqm 2736.20 Seven Hundred Thirty Six

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

And Paise Twenty Only

(ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for

Rupees Two Thousand

cupboards etc. including anodised alluminium butt

299 10006CA 10.15 Sqm 2958.08 Nine Hundred Fifty Eight

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

And Paise Eight Only

(iii) Partly panelled and partly glazed.

Providing and fixing 25 mm thick shutters for

Rupees Three Thousand

cupboards etc. including black enamelled M.S. butt

300 10007AA 10.16 Sqm 3151.67 One Hundred Fifty One And

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

Paise Sixty Seven Only

(i) Fully Panelled.

Providing and fixing 25 mm thick shutters for

Rupees Two Thousand

cupboards etc. including black enamelled M.S. butt

301 10007BA 10.16 Sqm 2707.92 Seven Hundred Seven And

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

Paise Ninety Two Only

(ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for

Rupees Two Thousand

cupboards etc. including black enamelled M.S. butt

302 10007CA 10.16 Sqm 2929.80 Nine Hundred Twenty Nine

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

And Paise Eighty Only

(iii) Partly panelled and partly glazed.

Add extra for providing and fixing 40 mm thick

Rupees Two Hundred Three

303 10008A 0.00 shutters instead of 35 mm thick shutters. Sqm

And Paise Three Only

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and

Rupees Three Thousand

clearstory windows including anodised alluminium

304 10009AA 10.23 Sqm 3653.37 Six Hundred Fifty Three And

But hinges with necessary screws and indian teak

Paise Thirty Seven Only

wood shutters with. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and

Rupees Three Thousand

clearstory windows including anodised alluminium

305 10009BA 10.23 Sqm 3658.85 Six Hundred Fifty Eight And

But hinges with necessary screws and indian teak

Paise Eighty Five Only

wood shutters with. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and

Rupees Three Thousand

clearstory windows including anodised alluminium

306 10009CA 10.23 Sqm 3627.68 Six Hundred Twenty Seven

But hinges with necessary screws and indian teak

And Paise Sixty Eight Only

wood shutters with. (C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and

Rupees Three Thousand

clearstory windows including anodised alluminium

307 10009DA 10.23 Sqm 3600.30 Six Hundred And Paise

But hinges with necessary screws and indian teak

wood shutters with. (D) Asbestos sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or

Rupees Three Thousand

panelled and glazed shutters, for Doors windows and

Three Hundred Twenty

308 10010AA 10.24 clearstory windows including black enamelled M.S. Sqm

Seven And Paise Eighty

But hinges with necessary screws. (A) Plywood

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and Rupees Three Thousand

309 10010BA 10.24 clearstory windows including black enamelled M.S. Sqm 3333.02 Three Hundred Thirty Three

But hinges with necessary screws. (B) Particle board And Paise Two Only

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and Rupees Three Thousand

310 10010CA 10.24 clearstory windows including black enamelled M.S. Sqm 3301.85 Three Hundred One And

But hinges with necessary screws. (C) Hard board Paise Eighty Five Only

Providing and fixing 35 mm thick panelled ,glazed or

panelled and glazed shutters, for Doors windows and Rupees Three Thousand

311 10010DA 10.24 clearstory windows including black enamelled M.S. Sqm 3274.76 Two Hundred Seventy Four

But hinges with necessary screws . (D) Asbestos And Paise Seventy Six Only

Provoding and fixing flush door shutters, solid core

construction with frame of first class hardwood with

cross board and face veneer or plywood face panels, Rupees One Thousand

including anodised alluminium butt hinges with Eight Hundred Twenty Nine

necessary screws. (B) Non-decorative type and And Paise Seventy Four

block board core anodised alluminium butt hinges in Only

flush door shutters (2) 35 mm thick.

Extra for using bright finished M.S. piano hinges of Rupees Nine Hundred

313 10012 10.37 (A) Nickel plated piano hinges. Sqm 923.83 Twenty Three And Paise

Eighty Three Only

Extra for providing vision panel not exceeding

Rupees Twenty Five And

314 10013 10.39 Sq.M. in all types of flush doors. (A) Rectangular or Sqm

Paise Forty Nine Only

Providing and fixing 30 mm wire gauge shutters

using galvanised M.S. wire of I.S. gauge designation Rupees Two Thousand

of 85 G. with wire of 0.56 mm dia,for Doors, windows Eight Hundred Twenty

and clearstory windows including anodised Three And Paise Nineteen

alluminium butt hinges with necessary screws. (A) Only

Indian teak wood.

Providing and fixing 30 mm wire gauge shutters

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

of 85 G. with wire of 0.56 mm dia,for Doors, Rupees One Thousand Two

316 10015A 10.50 windows and clearstory windows including bright Sqm 1270.12 Hundred Seventy And Paise

finished or/ and black enamellede Twelve Only

M.S. butt hinges with necessary Mango wood or

equivalent quality.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Extra for providing and fixing galvanised M.S wire

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

Rupees Twenty Nine And

317 10016 10.50 windows and cleastory windows with wire of dia 0.71 Sqm

Paise Twenty One Only

mm instead of I,S,gauge designation 85 G.with wire

of dia.0.56 mm.

Providing and fixing 12 mm thick and 100mm wide

pelmet of flat pressed 3 layer neneed particle board

Rupees Two Hundred

solid core with 25 mm diametre alluminium curtain

318 10017 10.70 Rmt 221.55 Twenty One And Paise Fifty

Road and brackets including fixing with 25mm x

3mm M.S flat 10cm,long and plugs etc.complete.

Providing and fixing 40mm panelled, Glazed or

Rupees Three Thousand

panelled and glazed partitions fixed to frames with

319 10018A 10.80 Sqm 3581.89 Five Hundred Eighty One

iron scews etc. complete with indian teak wood

And Paise Eighty Nine Only

(Frames tobe paid separately)

Providing and fixing Decorative plywood 4mm thick

Rupees Eight Hundred Sixty

in partitions including fixing to frames with screws

320 10019A 10.90 Sqm 867.32 Seven And Paise Thirty Two

etc, complete with 50mm x 12mm teak wood

beading (Frames tobe paid separately)

Providing and fixing in partitions 4mm thick medium

hard board of approved quality including fixing to Rupees Five Hundred Sixty

321 10021A 10.90 fames with screws etc, complete with 50mm x 12mm Sqm 562.61 Two And Paise Sixty One

teak wood beading (Frames tobe paid separately) Only

25 mm thick wooden shelves supported on 40 x

Rupees One Thousand

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

322 10022A 11.00 Sqm 1338.98 Three Hundred Thirty Eight

distances but not exceeding 75 cm. apart with

And Paise Ninety Eight Only

Mango wood or equivalent quality.

40 mm thick wooden shelves supported on 40 x Rupees One Thousand

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

distances not exceeding 75 cm. apart with Mango Seven And Paise Twenty

wood or equivalent quality. Two Only

Providing and fixing M.S. round or square bars with

Rupees Seventy And Paise

324 10024A 11.00 M.S.flats at required spacing in wooden frames of kg

windows and clerestory windows.

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

Rupees One Hundred Ten

325 10025AA 10.10 required spacings and frame alround, square or kg

And Paise Thirty One Only

round bars with round headed bolts and nuts or by

screws (A) Plain Grill.

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at Rupees One Hundred Sixty

326 10025BA 10.10 required spacings and frame alround, square or kg 166.22 Six And Paise Twenty Two

round bars with round headed bolts and nuts or by Only

screws. (B) ORNAMENTAL GRILL

Providing and fixing hard drawn steel wire fabric

Rupees Seven Hundred

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

327 10026A 10.10 Sqm 777.77 Seventy Seven And Paise

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

Seventy Seven Only

20mm beading of teak wood.

Providing and fixing Fly proof galvanised M.S. wire

Rupees Six Hundred Eighty

I.S.l gauge designation 85 G. with wire of dia.0.56

328 10027A 10.10 Sqm 685.91 Five And Paise Ninety One

mm to windows and celevating windows including

beading of teak wood.

Providing and fixing first class indian teak wood Rupees Four Hundred

329 10028A 10.10 75mm x 60mm moulded hand rails in straight lengths Rmt 491.07 Ninety One And Paise

complete. Seven Only

(i) Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10cm. Rupees Four Thousand

330 10029AA 0.00 x 7cm. size Sqm 4202.12 Two Hundred Two And

including 3 coats of oil painting to wood work Paise Twelve Only

(ii) Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10cm.

Rupees Four Thousand

331 10029BA 0.00 Sqm 4434.35 Four Hundred Thirty Four

including 3 coats of oil painting to wood work

And Paise Thirty Five Only

etc.complete. with wooden louvers plank 12mm thick

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including Rupees Four Thousand Six

332 10030A 0.00 anodized alluminium fixtures and fastenings Sqm 4641.01 Hundred Forty One And

including primer coat of approved quality and two Paise One Only

coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including Rupees Five Thousand

333 10030B 0.00 anodized alluminium fixtures and fastenings Sqm 5338.30 Three Hundred Thirty Eight

including primer coat of approved quality and two And Paise Thirty Only

coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including Rupees Four Thousand

334 10030C 0.00 anodized alluminium fixtures and fastenings Sqm 4989.65 Nine Hundred Eighty Nine

including primer coat of approved quality and two And Paise Sixty Five Only

coats of oil painting etc, complete. (iii) Partly

panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including black Rupees Four Thousand Six

335 10031A 0.00 enamelled iron oxidixed fixtures and fastenings Sqm 4641.01 Hundred Forty One And

including primer coat of approved quality and Paise One Only

two coats of oil painting etc, complete. (i) Fully

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including black Rupees Five Thousand

336 10031B 0.00 enamelled iron oxidixed fixtures and fastenings Sqm 5338.30 Three Hundred Thirty Eight

including primer coat of approved quality and And Paise Thirty Only

two coats of oil painting etc, complete. (ii) Fully

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 10 cm x 7 cm. size including black

Rupees Four Thousand

enamelled iron oxidixed fixtures and fastenings

337 10031C 0.00 Sqm 4989.65 Nine Hundred Eighty Nine

including primer coat of approved quality and

And Paise Sixty Five Only

two coats of oil painting etc, complete. (iii) Partly

panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including Rupees Four Thousand

338 10032A 0.00 anodized alluminium fixtures and fastenings Sqm 4836.39 Eight Hundred Thirty Six

including primer coat of approved quality and two And Paise Thirty Nine Only

coats of oil painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including Rupees Five Thousand Five

339 10032B 0.00 anodized alluminium fixtures and fastenings Sqm 5533.68 Hundred Thirty Three And

including primer coat of approved quality and two Paise Sixty Eight Only

coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including Rupees Five Thousand One

340 10032C 0.00 anodized alluminium fixtures and fastenings Sqm 5185.03 Hundred Eighty Five And

including primer coat of approved quality and two Paise Three Only

coats of oil painting etc, complete. (iii) Partly

panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including black Rupees Four Thousand

341 10033A 0.00 enamelled iron oxidized fixtures and fastenings Sqm 4551.69 Five Hundred Fifty One And

including primer coat of approved quality and two Paise Sixty Nine Only

coats of oil painting etc, complete. (i) Fully Glazed.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including black Rupees Five Thousand Five

342 10033B 0.00 enamelled iron oxidized fixtures and fastenings Sqm 5533.68 Hundred Thirty Three And

including primer coat of approved quality and two Paise Sixty Eight Only

coats of oil painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian

teak wood frames 12 cm x 7 cm. size including black

Rupees Five Thousand One

enamelled iron oxidized fixtures and fastenings

343 10033C 0.00 Sqm 5185.03 Hundred Eighty Five And

including primer coat of approved quality and two

Paise Three Only

coats of oil painting etc, complete. (iii) Partly

panelled and partly glazed.

Add extra for providing and fixing 40mm thick Rupees Two Hundred

344 10034 0.00 shutters instead of 35 mm thick shutters including oil Sqm 272.13 Seventy Two And Paise

paining etc. complete. Thirteen Only

Deduct for providing and fixing 25mm thick shutters Rupees Four Hundred Forty

345 10035 0.00 instead of 35 mm thick shutters including oil paining Sqm 444.22 Four And Paise Twenty Two

etc. complete. Only

Providing and fixing FRP frame size 125x65 mm and

35mm thick FRP shutter with wood grain raised

panneled design finish shutter having extra

reinforcement on sides & edges in Gel coat finish.

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

with injected polyurethene foam done in situ

Rupees Two Thousand

alongwith embedded wooden pieces for stiffening &

346 10036 0.00 Sqm 2019.98 Nineteen And Paise Ninety

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.

Providing and fixing FRP frame size 100x50 mm and

28mm thick FRP depress panel shutter having extra

reinforcement on sides & edges in Gel coat finish.

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

injected fire retardant grade polyurethene foam done

Rupees Two Thousand

in situ alongwith embedded wooden pieces for

Three Hundred Seventy

347 10037 0.00 stiffening & also taking hinges & fintures. The whole Sqm

Seven And Paise Seventy

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 sleeve.

Providing and fixing FRP frame size 125x65 mm and

35mm thick FRP shutter having extra reinforcement

on sides & edges in polish finish. The core of the

shutter & frame is to be filed up with injected

polyurethene foam done in situ alongwith embedded

Rupees Two Thousand Six

wooden pieces for stiffening & also taking hinges &

348 10038 0.00 Sqm 2615.04 Hundred Fifteen And Paise

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.

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing FRP of 28mm thick Fibre Glass

shutter with 1.5 to 2.0 mm thick fire retardent grade

FRP skin in depressed panel design having extra

reinforcement on sides & edges & in Gel coat finish.

The core of the shutter is to be filled up with injected

retardent grade polyurethane foam done in situ

Rupees One Thousand Five

alongwith embedded wooden pieces for stiffening &

349 10039 0.00 Sqm 1560.33 Hundred Sixty And Paise

also taking hinges & fintures. The whole FRP frame

Thirty Three Only

& 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

Providing and fixing FRP of 35mm thick Fiber Glass

shutter with 1.5 to 2.0 mm thick fire retardent grade

FRP skin in depressed panel design having extra

reinforcement on sides & edges & in Gel coat finish.

The core of the shutter is to be filled up with injected

retardent grade polyurethane foam done in situ

Rupees One Thousand Two

alongwith embedded wooden pieces for stiffening &

350 10040 0.00 Sqm 1269.63 Hundred Sixty Nine And

also taking hinges & fintures. The whole FRP frame

Paise Sixty Three Only

& 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.

Supply of 35mm thick Fiber Glass shutter with 1.5 to

2.0 mm thick fire retardent grade FRP skin in wood

grain rasied panel design having extra reinforcement

on sides & edges & in polish design finish. The core

of the shutter is to be filled up with injected retardent

grade polyurethane foam done in situ alongwith Rupees Nine Hundred

351 10041 0.00 embedded wooden pieces for stiffening & also taking Sqm 986.39 Eighty Six And Paise Thirty

hinges & fintures. The whole shutter is to be water Nine Only

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.

Providing and fixing windown shutter of 75x30 mm

size with 4mm fully glazed panels with PVC batten

main farme size having 1.5 to 2.0 mm thick fire

retardent grade FRP shutter having extra

reinforcement on sides & edges in polish finish. The

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

Rupees Two Thousand

injected polyurethene foam done in situ alongwith

352 10042 0.00 Sqm 2843.62 Eight Hundred Forty Three

embedded wooden pieces for stiffening & also taking

And Paise Sixty Two Only

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

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 30mm thick FACTORY MADE

SOLID PANEL PVC DOOR SHUTTER consisting of

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

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

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

Rupees One Thousand One

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

353 10043 0.00 sqm 1146.37 Hundred Forty Six And

PVC sheet as gap insert for top rail and bottom rail,

Paise Thirty Seven Only

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 drawing.

Providing and fixing 30mm thick FACTORY MADE

SOLID BOTH SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.

tubes of 19 gauge thickness and size of 19mm x

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

shall have a coat of steel primer of approved makde

and manufactures. M.S frame covered with 5mm

thick heat moulded prelim PVC ‘C’ channel of siz

30mm thickness, 70 mm width of which 50mm shall

be flat and 20mm shall be tapered in 45 degree

Angle on either side forming stiles, and 5mm thick,

Rupees Two Thousand Two

95mm wide pream PVC sheet out of which 75mm

354 10044 0.00 sqm 2236.14 Hundred Thirty Six And

shall be flat and 20mm shall be tapered in 45 degree

Paise Fourteen Only

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 fitt

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 30mm thick FACTORY MADE

SOLID SINGLE SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.

tubes of 19 gauge thckness and size of 19mm x

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

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

primers of approved makde and manufacture. The

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

moulded single side prelim PVC ‘C’ channel of size

30 x 50mm to form stiles and 5mm thick and 75mm

wide single side prelim PVC sheets shallbe for the

top, bttom and lock rails. Paneling of 5mm thick one

Rupees Two Thousand

side prelim sheet to be fitted in the M.S. frame and

355 10045 0.00 sqm 2023.03 Twenty Three And Paise

sealed to the front (Prelam side) stiles and rails

(which should have a 5mm 45 degree bent portion

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

stiles and rails (which should have a 10mm

degree bent portion as beading) using 2 nos. 15mm

wide x 5mm thick PVC sheet beading inside the

degree bent beading. All stiles, rails and beading to

be joined to the panel using solvent cement.An a

Providing and fixing 30mm thick FACTOR MADE

FULLY GLAZED SOLID PVC DOOR SHUTTER

consisting of frame made out of

M.S. tube of 19m gauge thickness and size of 19mm

x 19mm for styles and 15mm x 15mm for top, lock

and bottom rails

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

approved make and manufacture, M.s. frame shall

be covered with 5mm thick heat moulded PVC ‘C”

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

10mm shall be bent at 90 degree towards inner side

on front face of the door forming stiles. For top rail Rupees Two Thousand

356 10046 0.00 and sqm 2033.13 Thirty Three And Paise

bottom rail, M.S. frame shall be covered with 5mm Thirteen Only

thick, 100mm wide PVC sheet out of whch 10mm

shall be bent of 90 degree towars inner side on front

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

covered with 125 mm wide PVC sheet out of which

10mm on both the edges shall be bent at 90 degre

on front face of the door and 75mm wide PVC sheet

shall cover the M.S. frame at top, lock and bottom

rail on side of door, 5mm thick 20mm wide cross

PVC sheet as gap insert for tp and bottom rail.PV

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing 30mm thick factory made wire

guazed solid PVC Door shutter consisting of frame

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

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

for top, lock and bottm rails, M.S. frame shall have a

coat of steel primers of approved make and

manufacture, 19mm x 19mm M.S. square tubes shall

be coveed with 5mm thick head mouled PVC ‘C’

channel of size 30mm thickness, 90mm width out of

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

90 degree angle on either side forming stiles and

Rupees One Thousand

5mm thick 115mm wide PVC sheet out of which

357 10047 0.00 sqm 1987.68 Nine Hundred Eighty Seven

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

And Paise Sixty Eight Only

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’ channel of size

10mm x 35mm on the either side in the st

Providing and fixing 35mm thick factory made

moulded door shuter consisting of solid core single

leaf flush door of 30mm thickness, lipped with 15mm

(5mm x 3) thick x 30mm width on one stiles and top

rail and 10mm (5mm x 2) thick x 30mm width on the

other stiles and bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof

Rupees Two Thousand One

and fire resistant moulded PVC sheet with

358 10048 0.00 sqm 2152.31 Hundred Fifty Two And

raised panel design in different plain and /or prelim

Paise Thirty One Only

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.

Providing and fixing 30mm thick factory made

moulded door shutter wood free consisting of frame

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

size of 25mm x 25mm for stiles, top and bottom rails,

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

inner panel shall consist of 25mm thick High Density

EPS conforming to IS 4671-1984 bonded with 2mm

thick termite proof, water proof and fire resistant

moulded PVC sheet with 2,4,6 raised panel design in

different plain and /or prelim colours after routing the

moulded design on one side and 2mm plain and/or

Rupees One Thousand

prelim PVC sheet on other side of the EPS. The

359 10049 0.00 sqm 1979.60 Nine Hundred Seventy Nine

edges of panel to be sealed with lipping of 10mm

And Paise Sixty Only

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 o

Description Approved Rates with 1% L.C.

SR NBO (As per SOR 2024-25)

Chapter No. Unit

No No. SOR Rate

Rs. In Rs. In Words

Providing and fixing factory made polyvinyl chioride

(PVC) door frame of the size 50 x 47 mm with a wall

thickness of 5mm, made out of extruded 5mm rigid

PVC foam sheet, mitre out of two corners and joined

with 2nos. of 150mm long brackets of 15 x 15mm

M.s. Square tubes. The two vertical door profiles are

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

19 gauge, EPDM rubber gasket weather seal to be Rupees Three Hundred

360 10050 0.00 provided through out the frame. The door frame shal sqm 318.03 Eighteen And Paise Three

be fixed to the wall using 65/100 mm long M.S. Only

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

Providing and fixing of fully glazed solid PVC panel

PVC door along with solid PVC door frame. 30mm

thick FACTORY MADE FULLY GLAZED SOLID PVC

DOOR SHUTTER consisting of frame made out of

M.S. tube of 19 gauge thickness and size of 19mm x

19mm for style and 15mm x 15mm for top, lock and

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

primer of approved make and manufacture. M.S.

frame shall be covered with 5 mm thick heat mouled

PVC ‘C” channel of size 75mm x 30mm x 50mm out

of whch 10mm shall be bent at 90 degree towards

Rupees One Thousand

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

361 10051 0.00 sqm 1899.48 Eight Hundred Ninety Nine

lock rail shall be covered with 125 mm wide PVC

And Paise Forty Eight Only

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 rai

Providing and fixing complete sliding shutter solid

PVC window 25mm thick factory made glazed solid

PVC window shutter consisting of frame made out of

M.S. tube of 19 gauge of size 15 x 15mm for styles

top, bottom rail. M.S. frame shall have a coat of steel

primer of approved make and manufacture, M.S.

frame shall be covered with 4mm thick heat mouled

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

of which 8mm shall be bent at 90 degree towards

inner side on front face of the window shutter

forming stiles. For top rail and bottom rails, M>S.

Rupees Two Thousand Six

frame shall be covered with 4mm thick, 58mm wide

362 10052 0.00 sqm 2602.62 Hundred Two And Paise

PVC sheet out of which 8mm shall be bent at

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