Building

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

Ta:-Chhotaudepur, Pavijetpur & Kadwal Dist:-Chhota Udepur

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Rupees Six Thousand Two

1 02005A Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m 6166.27 6227.93 Hundred TwentySeven Paise

NinetyThree Only

Rupees Four Thousand Four

2 02006A Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m 4436.68 4481.05 Hundred EightyOne Paise Five

Rupees Three Thousand Six

3 02007A Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m 3572.28

Hundred Eight Only

Rupees Two Thousand Nine

4 02008A Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m 2881.95 2910.77 Hundred Ten Paise

SeventySeven Only

Rupees Two Thousand Five

5 02009A Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m 2510.22 2535.32 Hundred ThirtyFive Paise

Rupees Two Thousand Two

6 02010A Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m 2191.61 2213.53 Hundred Thirteen Paise

FiftyThree Only

Rupees Three Thousand Six

7 02011A Cement Mortar 1:3 (1-Cement: 3 - coarse sand) cu.m 3600.17 3636.17 Hundred ThirtySix Paise

Rupees Two Thousand Nine

8 02012A Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m 2909.84 2938.94 Hundred ThirtyEight Paise

NinetyFour Only

Rupees Two Thousand Five

9 02013A Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m 2538.12 2563.50 Hundred SixtyThree Paise Fifty

Rupees Two Thousand Two

10 02014A Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m 2219.50 2241.70 Hundred FourtyOne Paise

Rupees One Thousand Nine

11 02015A Cement Mortar 1:8 (1-Cement: 8 - fine sand) cu.m 1900.88 1919.89 Hundred Nineteen Paise

EightyNine Only

SOR-24-25 Page 1 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees One Hundred

12 04001A stacking of useful materials and disposing off the excavated stuff cu.m 124.61

TwentyFive Paise EightySix Only

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

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees One Hundred Sixty Paise

13 04001B stacking of useful materials and disposing off the excavated stuff cu.m 159.30

EightyNine Only

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

Excavation for foundation upto 1.5 m depth including sorting out and Rupees Two Hundred

14 04001C stacking of useful materials and disposing off the excavated stuff cu.m 272.60 275.33 SeventyFive Paise ThirtyThree

upto 50 Meter lead.(C) Hard Murrum Only

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees Two Hundred

15 04001D stacking of useful materials and disposing off the excavated stuff cu.m 281.87

EightyFour Paise SixtyNine Only

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

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees Six Hundred FourtyTwo

16 04001E stacking of useful materials and disposing off the excavated stuff cu.m 636.06

Paise FourtyTwo Only

upto 50 Meter lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees One Hundred ThirtyNine

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise FiftyFour Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees One Hundred

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil SeventyFour Paise FiftySix Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Two Hundred

excavated stuff upto 50 Meter lead.(C) Hard Murrum NinetyFour Paise Five Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Three Hundred Nine

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring Paise Four Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Six Hundred SixtySix

excavated stuff upto 50 Meter lead.(E) Hard Rock Paise SeventySix Only

SOR-24-25 Page 2 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the Rupees One Hundred FiftyThree

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise TwentyOne Only

Excavation for foundation for depth from 3.0 m to 5.0 m including

Rupees One Hundred

sorting out and stacking of useful materials and disposing off the

23 04003B cu.m 185.44 187.29 EightySeven Paise TwentyNine

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing of the Rupees Three Hundred Seven

excavated stuff upto 50 Meter lead.(C) Hard Murrum Paise Sixteen Only

Excavation for foundation for depth from 3.0 m to 5.0 m including

Rupees Three Hundred

sorting out and stacking of useful materials and disposing off the

25 04003D cu.m 330.08 333.38 ThirtyThree Paise ThirtyEight

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Six Hundred NinetyOne

excavated stuff upto 50 Meter lead.(E) Hard Rock Paise Eleven Only

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials and Rupees TwentyTwo Paise

disposing of the excavated stuff upto 50 m lead.(A) Loose or soft soil FiftyTwo Only

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials and Rupees TwentyTwo Paise

disposing off the excavated stuff upto 50 m lead.(B) Dense or Hard soil FiftyTwo Only

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials and Rupees Thirty Paise NinetySeven

disposing of the excavated stuff upto 50 m lead.(C) Hard Murrum Only

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials and Rupees ThirtyNine Paise

disposing off the excavated stuff upto 50 m lead.(D) Soft rock not NinetyEight Only

require Blasting

SOR-24-25 Page 3 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials and Rupees ThirtyNine Paise

disposing of the excavated stuff upto 50 m lead.(E) Hard Rock NinetyEight Only

Add extra for Disposing off the excavated stuff of above items for Rupees Seventeen Paise

lead of (A) 50 m to 100 m FourtyFive Only

Add extra for Disposing off the excavated stuff of above items for Rupees ThirtyFour Paise

lead of (B) 100 m to 200 m NinetyOne Only

Add extra for Disposing off the excavated stuff of above items for Rupees FiftyTwo Paise ThirtySix

lead of (C) 200 m to 300 m Only

Add extra for Disposing off the excavated stuff of above items for Rupees SeventySeven Paise

lead of (D) 300 m to 400 m FiftySeven Only

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

36 04005E lead of (E) 400 to 500 m cu.m 128.00 129.28 TwentyNine Paise TwentyEight

Filling available excavated earth (excluding rock) in trenches.

Rupees One Hundred

plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth

37 4006 cu.m 136.11 137.47 ThirtySeven Paise FourtySeven

consolidating each disposited layer by ramming and watering.

Filling in plinth with sand under floors including watering ramming, Rupees Four Hundred

38 04007A consolidating and dressing complete cu.m 484.44 489.28 EightyNine Paise TwentyEight

Filling in foundation and plinth with murrum or selected soil in layers of

Rupees Three Hundred Four

39 04008A 20cm. thickness including watering, ramming and consolidating etc. cu.m 301.58

Paise Sixty Only

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm.

Rupees Six Hundred TwentyFive

40 04009A thickness including watering, remming and consolidating etc. complete. cu.m 619.28

Paise FourtySeven Only

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

Rupees One Thousand One

getting out the soil and disposal of the surplus excavated soil as directed

41 04010A Each 1104.38 1115.42 Hundred Fifteen Paise

within a lead of 50 Meter for following diameter of pipes.(i)200 mm

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

Rupees One Thousand Three

getting out the soil and disposal of the surplus excavated soil as directed

42 04010B Each 1322.40 1335.62 Hundred ThirtyFive Paise

within a lead of 50 Meter for following diameter of pipes.(ii) 250 mm

SOR-24-25 Page 4 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

Rupees One Thousand Five

getting out the soil and disposal of the surplus excavated soil as directed

43 04010C Each 1545.73 1561.19 Hundred SixtyOne Paise

within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under reamed piles of Rupees Four Hundred

44 04011A following Diameter.(i) 200 mm Each 440.80 445.21 FourtyFive Paise TwentyOne

Extra for under reaming inside the bore Holes for under reamed piles of

Rupees Five Hundred ThirtyFour

45 04011B following Diameter.(ii) 250 mm Each 528.96

Paise TwentyFive Only

Extra for under reaming inside the bore Holes for under reamed piles of Rupees Six Hundred SixtyFour

following Diameter.(iii) 300 mm Paise FiftyOne Only

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore Rupees Three Hundred

47 04012A holes are made deeper or shallower than 3.5M. for Piles of following Each 370.27 373.97 SeventyThree Paise NinetySeven

diameter.(i) 200 mm Only

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore Rupees Four Hundred

48 04012B holes are made deeper or shallower than 3.5M. for Piles of following Each 493.69 498.63 NinetyEight Paise SixtyThree

diameter.(ii) 250 mm Only

Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore

Rupees Five Hundred FiftySeven

49 04012C holes are made deeper or shallower than 3.5M. for Piles of following Each 552.47

Paise NinetyNine Only

diameter.(iii) 300 mm

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees Two Hundred Twelve

50 04B001A stacking of useful materials and disposing off the excavated stuff cu.m 210.42

Paise FiftyTwo Only

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

Excavation for foundation upto 1.5 m depth including sorting out and Rupees Two Hundred

51 04B001B stacking of useful materials and disposing off the excavated stuff cu.m 269.87 272.57 SeventyTwo Paise FiftySeven

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

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees Four Hundred SixtyFive

52 04B001C stacking of useful materials and disposing off the excavated stuff cu.m 460.53

Paise Fourteen Only

upto 50 Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees Five Hundred FourtyFive

53 04B001D stacking of useful materials and disposing off the excavated stuff cu.m 540.19

Paise FiftyNine Only

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

Excavation for foundation upto 1.5 m depth including sorting out and Rupees One Thousand

54 04B001E stacking of useful materials and disposing off the excavated stuff cu.m 1023.21 1033.44 ThirtyThree Paise FourtyFour

upto 50 Meter lead.(E) Hard Rock Only

SOR-24-25 Page 5 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Two Hundred ThirtyFive

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise Five Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Two Hundred

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil NinetyFive Paise Ten Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

Rupees Four Hundred

sorting out and stacking of useful materials and disposing off the

57 04B002C cu.m 493.99 498.93 NinetyEight Paise NinetyThree

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

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Five Hundred SixtyEight

excavated stuff upto 50 Meter lead. (D) Soft rock not requiring Paise SeventyTwo Only

Excavation for foundation for depth from 1.5 m to 3.0 m including

Rupees One Thousand

sorting out and stacking of useful materials and disposing off the

59 04B002E cu.m 1063.13 1073.76 SeventyThree Paise SeventySix

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Two Hundred FiftySeven

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise FiftySeven Only

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Three Hundred

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Seventeen Paise SixtyTwo Only

Excavation for foundation for depth from 3.0 m to 5.0 m including

Rupees Five Hundred

sorting out and stacking of useful materials and disposing of the

62 04B003C cu.m 516.29 521.45 TwentyOne Paise FourtyFive

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the Rupees Six Hundred Thirteen

excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Paise SixtySeven Only

SOR-24-25 Page 6 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Excavation for foundation for depth from 3.0 m to 5.0 m including

Rupees One Thousand One

sorting out and stacking of useful materials and disposing off the

64 04B003E cu.m 1103.07 1114.10 Hundred Fourteen Paise Ten

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

Providing and laying in foundation and plinth / under floors lime

Rupees Two Thousand Nine

concrete with hand broken stone aggregates 40mm nominal size and

65 05001A cu.m 2959.48 2989.07 Hundred EightyNine Paise Seven

40% mortar comprising of 1-Lime putty : 2-Fine sand and curing

complete excluding cost of formwork.

Providing and laying in foundation and plinth / under floors lime

Rupees Two Thousand Nine

concrete with graded brick aggregates 40 mm nominal size and 40%

66 05002A cu.m 2876.65 2905.42 Hundred Five Paise FourtyTwo

mortar comprising of 1-Limeputty : 2-Fine sand and curing

completeexcluding cost of formwork.

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

Rupees Three Thousand One

6- hand broken stone aggregates 40 mmnominal size) and curing

67 05003A cu.m 3075.91 3106.67 Hundred Six Paise SixtySeven

complete excluding cost of formwork in (A) Foundation and Plinth

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

Rupees Two Thousand Seven

8- hand broken stone aggregates 40 mm nominal size) and curing

68 05004A cu.m 2753.58 2781.12 Hundred EightyOne Paise

complete excluding cost of formwork in (A) Foundation and Plinth

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

Rupees Four Thousand

69 05005A 6- crushed stone aggregates 20 mm nominal size) and curing complete cu.m 3986.16

TwentySix Paise Two Only

including cost of formwork in (A) Wall Caps / Coping

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

Rupees Two Thousand Six

sand : 10- hand broken stone aggregates 40 mm nominal size) and

70 05006A cu.m 2592.41 2618.33 Hundred Eighteen Paise

curing complete excluding cost of formwork in (A) Foundation and

ThirtyThree Only

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

Rupees Three Thousand Eighty

71 05007A : 6- Graded brick bat aggregate 40mm normal size) and curing complete cu.m 3049.57

Paise Seven Only

excluding cost of formwork in (A) Foundation and Plinth

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

Rupees Two Thousand Seven

: 8- Graded Brick bats aggregate 40mm normal size) and curing

72 05008A cu.m 2727.24 2754.51 Hundred FiftyFour Paise

complete excluding cost of formwork in (A) Foundation and Plinth

SOR-24-25 Page 7 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

Rupees Two Thousand Five

10- graded brick bat aggregates 40mm nominal size) and curing

73 05009A cu.m 2552.19 2577.71 Hundred SeventySeven Paise

complete excluding cost of formwork in (A) Foundation and Plinth.

SeventyOne Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : Rupees Three Thousand Six

74 05010AA 4- graded stone aggregates 20 mm nominal size) and curing complete cu.m 3650.89 3687.40 Hundred EightySeven Paise

excluding cost of formwork in (A) Foundation and Plinth. Fourty Only

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

Rupees Three Thousand Six

4- graded stone aggregates 20 mm nominal size) and curing complete

75 05010BA cu.m 3650.89 3687.40 Hundred EightySeven Paise

excluding cost of formwork in (B)Independent piers, columns, and

pillars, 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 Three Thousand Nine

76 05011AA complete excluding cost of formwork and reinforcement for reinforced cu.m 3936.84 3976.21 Hundred SeventySix Paise

concrete work in (A) Foundations, footings, Base or columns and Mass TwentyOne Only

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

77 05011BA complete excluding cost of formwork and reinforcement for reinforced cu.m 4031.71

SeventyTwo Paise Three Only

concrete work in (B) Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing

Rupees Four Thousand

78 05011DA complete excluding cost of formwork and reinforcement for reinforced cu.m 4031.71

SeventyTwo Paise Three Only

concrete work in (D) 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 Nine

79 05011EA complete excluding cost of formwork and reinforcement for reinforced cu.m 4884.61 4933.46 Hundred ThirtyThree Paise

concrete work in (E)Staircases excluding landing upto floor two level FourtySix Only

SOR-24-25 Page 8 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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 Three

80 05011KA complete excluding cost of formwork and reinforcement for reinforced cu.m 4279.17 4321.96 Hundred TwentyOne Paise

concrete work in (K)Vertical and Horizontial its upto floor two level. NinetySix Only

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

4- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas not exceeding 10cm. thickness upto floor two level Rupees Six Thousand Five

81 05012A including finishing the exposed surfaces with cement mortar 1:3 (1- cu.m 6510.30 6575.40 Hundred SeventyFive Paise

cement, 3 Fine sand) to give a smooth and even surface centering and Fourty Only

formwork and curing complete excluding cost of reinforcement.

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

Rupees SixtyOne Paise SixtyFive

82 05013A binding, and placing in position complete upto floor two level. kg 61.04

Providing H.Y.S.D. Bar reinforcement for R.C.C. work including bending,

Rupees SixtyThree Paise

83 05014AA binding and placing in position complete upto floor two level kg 63.24

EightySeven Only

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

Rupees SixtyEight Paise

84 05014BA bending, binding and placing in position complete upto floor two level kg 67.65

ThirtyThree Only

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

Rupees SeventySeven Paise

85 05014C including bending, binding and placing in position complete upto floor kg 76.52

TwentyNine Only

Extra for additional lift of concrete for all R.C.C. work above floor two Rupees Fourty Paise FourtyOne

level excluding cost of reinforcment Only

Extra for additional lift of reinforcing steel for all R.C.C. work above floor

87 05016A kg 1.06 1.07 Rupee One Paise Seven Only

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

88 5017 surface with cement mortar 1:3 (1-Cement : 3- Fine sand) Sqm 147.76 149.24 FourtyNine Paise TwentyFour

Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rupees FourtyFour Paise Seven

SOR-24-25 Page 9 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

Rupees Eight Hundred Thirteen

90 05019A nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 805.28

Paise ThirtyThree Only

roughening,cleaning, fixing and finishing in cement 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 Rupees Seven Hundred

91 05019B nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 732.56 739.89 ThirtyNine Paise EightyNine

roughening,cleaning, fixing and finishing in cement mortar 1:3 and Only

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

Rupees Seven Hundred FiftyNine

92 05019C nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 752.07

Paise FiftyNine Only

roughening,cleaning, fixing and finishing in cement 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 Rupees Eight Hundred

93 05019D nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 835.44 843.79 FourtyThree Paise SeventyNine

roughening,cleaning, fixing and finishing in cement mortar 1:3 and Only

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

Rupees Eight Hundred

94 05019E nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 867.36

SeventySix Paise Three Only

roughening,cleaning, fixing and finishing in cement mortar 1:3 and

curing complete.(E) 100mm thick

Extra for additional lift for providing and fixing in position precast R.C.C.

95 5020 Sqm 10.36 10.46 Rupees Ten Paise FourtySix Only

units above floor two level

Providing and laying damp proof course 25mm thick cement concrete

Rupees Three Hundred Sixteen

96 05021A 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) Sqm 313.04

Paise Seventeen Only

and curing complete

Extra for providing and mixing water proofing material in Cement Litres or Kg

Rupees FourtyNine Paise Sixteen

97 5022 concrete in mix proportion recommended by the manufacturers. per Quintal 48.67

Providing and laying controlled cement concrete M.150 for curing

Rupees Three Thousand Eight

complete excluding cost of formwork and reinforcement for reinforced

98 05023AA cu.m 3859.94 3898.54 Hundred NinetyEight Paise

concrete work in (A) Foundations, footings,Base of columns and Mass

SOR-24-25 Page 10 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand Two

complete excluding cost of formwork and reinforcement for reinforced

99 05023BA cu.m 4167.07 4208.74 Hundred Eight Paise

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

SeventyFour Only

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand One

complete excluding cost of formwork and reinforcement for reinforced

100 05023CA cu.m 4140.71 4182.12 Hundred EightyTwo Paise

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

Girders and Cantilever upto floor two level

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand Two

complete excluding cost of formwork and reinforcement for reinforced

101 05023DA cu.m 4245.07 4287.52 Hundred EightySeven Paise

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

Providing and laying controlled cement concrete M.150 for curing

Rupees Five Thousand Two

complete excluding cost of formwork and reinforcement for reinforced

102 05023EA cu.m 5242.11 5294.53 Hundred NinetyFour Paise

concrete work in (E) Staircases excluding landing upto floor two level

FiftyThree Only

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand Five

complete excluding cost of formwork and reinforcement for reinforced

103 05023KA cu.m 4551.23 4596.74 Hundred NinetySix Paise

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

SeventyFour Only

Providing and laying controlled cement concrete M.200 and curing

Rupees Three Thousand Nine

complete excluding the cost of formwork and reinforcement for

104 05024AA cu.m 3934.61 3973.96 Hundred SeventyThree Paise

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

and Mass concrete

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

105 05024BA cu.m 4481.16 4525.97 Hundred TwentyFive Paise

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

NinetySeven Only

upto floor two level

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Four

complete excluding the cost of formwork and reinforcement for

106 05024CA cu.m 4454.80 4499.35 Hundred NinetyNine Paise

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

ThirtyFive Only

Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Six

complete excluding the cost of formwork and reinforcement for

107 05024DA cu.m 4559.16 4604.75 Hundred Four Paise SeventyFive

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

floor two level.

SOR-24-25 Page 11 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying controlled cement concrete M.200 and curing

Rupees Five Thousand Five

complete excluding the cost of formwork and reinforcement for

108 05024EA cu.m 5506.83 5561.90 Hundred SixtyOne Paise Ninety

reinforced concrete work in (E) Staircases excluding landing upto floor

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Seven

complete excluding the cost of formwork and reinforcement for

109 05024KA cu.m 4715.46 4762.61 Hundred SixtyTwo Paise

reinforced concrete work in (K) Vertical and Horizontial its upto floor

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Two

complete excluding the cost of formwork and reinforcement for

110 05025AA cu.m 4235.25 4277.60 Hundred SeventySeven Paise

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

and Mass concrete.

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

111 05025BA cu.m 4542.38 4587.80 Hundred EightySeven Paise

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

upto floor two level

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

112 05025CA cu.m 4516.02 4561.18 Hundred SixtyOne Paise

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

Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Six

complete excluding the cost of formwork and reinforcement for

113 05025DA cu.m 4620.38 4666.58 Hundred SixtySix Paise

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

FiftyEight 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 Rupees Eight Thousand Three

114 05026A finishing smooth with curing etc. complete including the cost of cu.m 8272.32 8355.04 Hundred FiftyFive Paise Four

formwork but excluding the cost of reinforsement for R.C.C work in (i) Only

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 Rupees Seven Thousand Four

115 05026B finishing smooth with curing etc. complete including the cost of cu.m 7401.59 7475.61 Hundred SeventyFive Paise

formwork but excluding the cost of reinforsement for R.C.C work in (ii) SixtyOne Only

Slabs having more than 8 cm and upto 10 cm.thickness

SOR-24-25 Page 12 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 Rupees Six Thousand Eight

116 05026C finishing smooth with curing etc. complete including the cost of cu.m 6819.95 6888.15 Hundred EightyEight Paise

formwork but excluding the cost of reinforsement for R.C.C work in (iii) Fifteen Only

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 Rupees Six Thousand Three

117 05026D finishing smooth with curing etc. complete including the cost of cu.m 6241.78 6304.20 Hundred Four Paise Twenty

formwork but excluding the cost of reinforsement for R.C.C work in (iv) Only

Slabs having more than 13 cm and upto 15 cm.thickness

Providing and Laying controlled cement concrete M.150 and finishing

Rupees Eight Thousand Four

smooth with curing etc. complete including the cost of formwork but

118 05027A cu.m 8379.89 8463.69 Hundred SixtyThree Paise

excluding the cost of reinforsement for R.C.C work in (i) Slabs upto 8cm

Providing and Laying controlled cement concrete M.150 and finishing

Rupees Seven Thousand Five

smooth with curing etc. complete including the cost of formwork but

119 05027B cu.m 7509.16 7584.25 Hundred EightyFour Paise

excluding the cost of reinforsement for R.C.C work in (ii) Slabs having

TwentyFive Only

more than 8 cm and upto 10 cm.thickness

Providing and Laying controlled cement concrete M.150 and finishing

Rupees Six Thousand Seven

smooth with curing etc. complete including the cost of formwork but

120 05027C cu.m 6704.61 6771.66 Hundred SeventyOne Paise

excluding the cost of reinforsement for R.C.C work in (iii) Slabs having

more than 10 cm and upto 13 cm. thickness

Providing and Laying controlled cement concrete M.150 and finishing

Rupees Six Thousand Four

smooth with curing etc. complete including the cost of formwork but

121 05027D cu.m 6349.35 6412.84 Hundred Twelve Paise

excluding the cost of reinforsement for R.C.C work in (iv) Slabs having

EightyFour Only

more than 13 cm and upto 15 cm.thickness

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Nine Thousand Five

122 05028A work with curing etc. complete including the cost of formwork but cu.m 9447.57 9542.05 Hundred FourtyTwo Paise Five

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

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Eight Thousand Four

123 05028B work with curing etc. complete including the cost of formwork but cu.m 8341.79 8425.21 Hundred TwentyFive Paise

excluding the cost of reinforsement for R.C.C work in (ii) Slabs having TwentyOne Only

more than 8 cm and upto 10 cm.thickness

SOR-24-25 Page 13 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 Rupees Seven Thousand Four

124 05028C work with curing etc. complete including the cost of formwork but cu.m 7380.23 7454.03 Hundred FiftyFour Paise Three

excluding the cost of reinforsement for R.C.C work in (iii) Slabs having Only

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 Rupees Six Thousand Nine

125 05028D work with curing etc. complete including the cost of formwork but cu.m 6868.90 6937.59 Hundred ThirtySeven Paise

excluding the cost of reinforsement for R.C.C work in (iv) Slabs having FiftyNine Only

more than 13 cm and upto 15 cm.thickness

Providing and laying controlled cement concrete M.150 and exposed

Rupees Nine Thousand Six

work with curing etc. complete including the cost of formwork but

126 05029A cu.m 9555.14 9650.69 Hundred Fifty Paise SixtyNine

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

Providing and laying controlled cement concrete M.150 and exposed

Rupees Eight Thousand Five

work with curing etc. complete including the cost of formwork but

127 05029B cu.m 8449.36 8533.85 Hundred ThirtyThree Paise

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

EightyFive 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 including the cost of formwork but Rupees Seven Thousand Five

excluding the cost of reinforsement for R.C.Cwork in (iii) Slabs having Hundred One Paise Ninety Only

more than 10 cm and upto 13 cm. thickness

Providing and laying controlled cement concrete M.150 and exposed

Rupees Seven Thousand

work with curing etc. complete including the cost of formwork but

129 05029D cu.m 6976.47 7046.23 FourtySix Paise TwentyThree

excluding the cost 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 aggregates 20 mm nominal size) for R.C.C Rupees Ten Thousand Two

130 5030 lintel including finishing smooth with,curing etc. complete including the cu.m 10118.21 10219.39 Hundred Nineteen Paise

cost of formwork but excluding the cost of reinforcement. ThirtyNine Only

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Eight Thousand Five

131 05031A1 finishing smooth with,curing etc. complete including the cost of cu.m 8508.71 8593.80 Hundred NinetyThree Paise

formwork but excluding the cost of reinforcement for R.C.C work in (A) Eighty Only

BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M

SOR-24-25 Page 14 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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

Rupees Seven Thousand Six

finishing smooth with,curing etc. complete including the cost of

132 05031A2 cu.m 7589.70 7665.60 Hundred SixtyFive Paise Sixty

formwork but excluding the cost of reinforcement for R.C.C work in (A)

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

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

Rupees Six Thousand Five

finishing smooth with,curing etc. complete including the cost of

133 05031A3 cu.m 6512.94 6578.07 Hundred SeventyEight Paise

formwork but excluding the cost of reinforcement for R.C.C work in (A)

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

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Twelve Thousand Three

134 05031B1 finishing smooth with,curing etc. complete including the cost of cu.m 12213.38 12335.51 Hundred ThirtyFive Paise

formwork but excluding the cost of reinforcement for R.C.C work in (B) FiftyOne Only

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

Rupees Ten Thousand Six

finishing smooth with,curing etc. complete including the cost of

135 05031B2 cu.m 10552.63 10658.16 Hundred FiftyEight Paise Sixteen

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

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

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

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

Rupees Eight Thousand Six

finishing smooth with,curing etc. complete including the cost of

136 05031B3 cu.m 8606.80 8692.87 Hundred NinetyTwo Paise

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

EightySeven Only

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

Providing and laying ordinary cement concrete M.150exposed work

Rupees Ten Thousand Four

with curing etc. complete including the cost of formwork but excluding

137 05032A1 cu.m 10339.66 10443.06 Hundred FourtyThree Paise Six

the cost of reinforcement for R.C.C. work in (A) BEAMS :(i) Having cross-

sectional area 0.05 to 0.08 Sq.M

SOR-24-25 Page 15 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying controlled cement concrete M.150exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand One

138 05032A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9075.60 9166.36 Hundred SixtySix Paise ThirtySix

cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M Only

Providing and laying controlled cement concrete M.150exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Seven Thousand Six

139 05032A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7594.55 7670.50 Hundred Seventy Paise Fifty

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only

Providing and laying controlled cement concrete M.150exposed work

Rupees Fourteen Thousand Two

with curing etc. complete including the cost of formwork but excluding

140 05032B1 cu.m 14142.17 14283.59 Hundred EightyThree Paise

the cost of reinforcement for R.C.C. work in (B) COLUMNS:(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 Rupees Twelve Thousand Two

141 05032B2 the cost of reinforcement for R.C.C. work in(B) COLUMNS:(ii) Having cu.m 12136.37 12257.73 Hundred FiftySeven Paise

cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M SeventyThree Only

Providing and laying controlled cement concrete M.150exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Eight

142 05032B3 the cost of reinforcement for R.C.C. work in(B) COLUMNS:(iii) Having cu.m 9786.24 9884.10 Hundred EightyFour Paise Ten

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only

Providing and laying controlled cement concrete M.200 exposed work

Rupees Ten Thousand Seven

with curing etc. complete including the cost of formwork but excluding

143 05033A1 cu.m 10656.09 10762.65 Hundred SixtyTwo Paise

the cost of reinforcement for R.C.C. work in(A) BEAMS :(i) Having cross-

sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Four

144 05033A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9392.03 9485.95 Hundred EightyFive Paise

cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M NinetyFive Only

SOR-24-25 Page 16 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding

Rupees Seven Thousand Nine

145 05033A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7910.98

Hundred Ninety Paise Nine Only

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200 exposed work

Rupees Fourteen Thousand Six

with curing etc. complete including the cost of formwork but excluding

146 05033B1 cu.m 14458.60 14603.19 Hundred Three Paise Nineteen

the cost of reinforcement for R.C.C. work in (B) COLUMNS:(i) 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 including the cost of formwork but excluding Rupees Twelve Thousand Five

147 05033B2 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cu.m 12452.80 12577.33 Hundred SeventySeven Paise

cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M ThirtyThree Only

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Ten Thousand Two

148 05033B3 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(iii) Having cu.m 10102.67 10203.70 Hundred Three Paise Seventy

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only

Providing and laying controlled cement concrete M.250 exposed work

Rupees Ten Thousand Eight

with curing etc. complete including the cost of formwork but excluding

149 05034A1 cu.m 10717.09 10824.26 Hundred TwentyFour Paise

the cost of reinforcement for R.C.C. work in (A) BEAMS :(i) Having cross-

sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.250 exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Five

150 05034A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9453.03 9547.56 Hundred FourtySeven Paise

cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M FiftySix Only

Providing and laying controlled cement concrete M.250 exposed work

with curing etc. complete including the cost of formwork but excluding

Rupees Eight Thousand FiftyOne

151 05034A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7971.98

Paise Seventy Only

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.250 exposed work

Rupees Fourteen Thousand Six

with curing etc. complete including the cost of formwork but excluding

152 05034B1 cu.m 14519.60 14664.80 Hundred SixtyFour Paise Eighty

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

cross-sectional area 0.05 to 0.08 Sq.M

SOR-24-25 Page 17 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying controlled cement concrete M.250 exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Twelve Thousand Six

153 05034B2 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cu.m 12513.80 12638.94 Hundred ThirtyEight Paise

cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M NinetyFour Only

Providing and laying controlled cement concrete M.250 exposed work

with curing etc. complete including the cost of formwork but excluding Rupees Ten Thousand Two

154 05034B3 the cost of reinforcement for R.C.C. work in (B) COLUMNS: (iii) Having cu.m 10163.67 10265.31 Hundred SixtyFive Paise

cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M ThirtyOne Only

Providing and applying anticarrasive treatment with polymer base

Rupees Four Thousand One

materials to the steel rainfarcement including descaling the dust and

155 5035 MT 4127.68 4168.96 Hundred SixtyEight Paise

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

structures near coastal area only) etc complete.

Providing and fixing in expansion joint 100 mm thick SIL FLEX (Capcell

Rupees Two Thousand Nine

HD 100) expansion joint board of best quality and approved make

156 5047 Sqm 2952.53 2982.06 Hundred EightyTwo Paise Six

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

Providing and laying and fixing 50 mm thick expansion joint by hydro

Rupees One Thousand Four

cell semi rigid UV resistance with high performance laminated closed

157 5048 Sqm 1476.27 1491.03 Hundred NinetyOne Paise Three

cell polythene foam joint filler in sheet foam as directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion joint by hydro

cell semi rigid UV resistance with high performance laminated closed Rupees Seven Hundred

cell polythene foam joint filler in sheet foam as directed, etc. complete. FourtyFive Paise FiftyOne Only

Applying and providing Expansion joint sealing System on 100 mm vide

joint including cleaning of exansion joint by mechanical means provision

of adhesive and flexible membrane with required bond length as per

Rupees Four Thousand Seven

159 5050 menufracturer specification and 4mm thick alluminium strip covering Sqm 4724.75

Hundred SeventyTwo Only

with one side sloted and bolted with suitable system, inclusive of all

manpower, machinery and material as per specification and as directed.

SOR-24-25 Page 18 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and filling the expansion joint by Thioflex 600 polymer or

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

manufactured specifi-cation by making groove of 50 mm x 12.5 mm Rupees Five Hundred Fifteen

lather by cutting or by repairing groove and removing mortar drop or Paise ThirtyNine Only

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 Thioflex 600 polymer or

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

Rupees Two Hundred

manufactured specifi-cation by making groove of 25 mm x 12.5 mm

161 5052 Sqm 270.97 273.68 SeventyThree Paise SixtyEight

lather by cutting or by repairing groove and removing mortar drop or

any other foreign materials including applying primer and filling

required size (oversize of joint PU foam etc. complete.

Providing and fixing 25 cm Wide & 3mm thick exterior composite panel

Rupees One Thousand FiftyFour

162 5053 on existing expansion joint horizontally & vertically with all material, Sqm 1043.90

Paise ThirtyFour Only

hardware, acessories & fittings etc completed.

Providing and laying in position Ready Mixed M-150 grade concrete for

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

Rupees Three Thousand Eight

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

163 5054 cu.m 3802.53 3840.56 Hundred Fourty Paise FiftySix

centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing

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

Without Fly Ash (Min cement level as per latest IS 456 shall be

maintained) (Cement level 320 kg )

SOR-24-25 Page 19 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

Rupees Four Thousand Eight

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

164 5055 cu.m 4831.07 4879.38 Hundred SeventyNine Paise

centering shuttering finishing and reinforcement including cost of

ThirtyEight 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 400 kg )

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

Rupees Four Thousand Nine

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

165 5056 cu.m 4917.18 4966.35 Hundred SixtySix Paise

centering shuttering finishing and reinforcement including cost of

ThirtyFive 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 450 kg )

SOR-24-25 Page 20 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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

Rupees Five Thousand One

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

166 5057 cu.m 5107.28 5158.35 Hundred FiftyEight Paise

centering shuttering finishing and reinforcement including cost of

ThirtyFive 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 475 kg )

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

Rupees Five Thousand Two

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

167 5058 cu.m 5204.55 5256.60 Hundred FiftySix Paise Sixty

centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing

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

Without Fly Ash(Min cement level as per latest IS 456 shall be

maintained) (Cement level 500 kg )

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 Rupees One Hundred

168 5059 of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Sqm 122.74 123.97 TwentyThree Paise NinetySeven

Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance Only

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.

SOR-24-25 Page 21 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing CAPCELL HD - 100 pre-moulded compressible filler

board in black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum.metre, non-staining with less

Rupees Five Hundred

169 5060 than 1% water absorption & compression recovery of 93% minimum as Sqm 586.28

NinetyTwo Paise Fourteen Only

per specification for 12 mm wide expansion joint including cutting to

required size and shape at all levels etc. complete as directed.

Providing and fixing CAPCELL HD - 100 pre-moulded compressible filler

board in black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum.metre, non-staining with less

Rupees Eight Hundred Three

170 5061 than 1% water absorption & compression recovery of 93% minimum as Sqm 795.27

Paise TwentyTwo Only

per specification for 20 mm wide expansion joint including cutting to

required size and shape at all levels etc. complete as directed.

Providing and fixing CAPCELL HD - 100 pre-moulded compressible filler

board in black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum.metre, non-staining with less Rupees One Thousand Three

171 5062 than 1% water absorption & compression recovery of 93% minimum as Sqm 1317.74 1330.92 Hundred Thirty Paise NinetyTwo

per specification for 40 mm wide expansion joint including cutting to Only

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 920 having weathering resistance to ultra-violet rays and shall

Rupees One Hundred

172 5063 exhibit shore A hardness of 25 and have movement accommodation Rmt 176.93

SeventyEight Paise Seventy Only

factor 25% including using of compatible primer of approved standard

etc. complete. for 12 mm thick joint

Providing and applying the elastomeric joint sealant two component,

high performance polysulfide formulation conforming to BS:4254 and

ASTM C 920 having weathering resistance to ultra-violet rays and shall

Rupees Two Hundred FiftyEight

173 5064 exhibit shore A hardness of 25 and have movement accommodation Rmt 255.52

Paise Eight Only

factor 25% including using of compatible primer of approved standard

etc. complete. For 20 mm thick joint

SOR-24-25 Page 22 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Six

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

174 06001AA cu.m 4625.14 4671.39 Hundred SeventyOne Paise

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

ThirtyNine Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Three

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

175 06001BA cu.m 4268.05 4310.73 Hundred Ten Paise

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

SeventyThree Only

Brick work using common burnt clay building bricks having crushing

Rupees Five Thousand Two

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

176 06001CA cu.m 5193.54 5245.48 Hundred FourtyFive Paise

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

FourtyEight Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Five

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

177 06002AA cu.m 4521.82 4567.04 Hundred SixtySeven Paise Four

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

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Two

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

178 06002BA cu.m 4237.60 4279.98 Hundred SeventyNine Paise

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

NinetyEight Only

Brick work using common burnt clay building bricks having crushing

Rupees Five Thousand One

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

179 06002CA cu.m 5080.02 5130.82 Hundred Thirty Paise EightyTwo

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

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Four

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

180 06003AA cu.m 4414.65 4458.80 Hundred FiftyEight Paise Eighty

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

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand One

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

181 06003BA cu.m 4115.12 4156.27 Hundred FiftySix Paise

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

TwentySeven Only

Brick work using common burnt clay building bricks having crushing

Rupees Five Thousand

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

182 06003CA cu.m 4978.92 5028.71 TwentyEight Paise SeventyOne

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

SOR-24-25 Page 23 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Four

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

183 06004AA cu.m 4424.10 4468.34 Hundred SixtyEight Paise

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

ThirtyFour Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand One

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

184 06004BA cu.m 4125.91 4167.17 Hundred SixtySeven Paise

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

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Nine

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

185 06004CA cu.m 4948.76 4998.25 Hundred NinetyEight Paise

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

TwentyFive Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Four

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

186 06005AA cu.m 4405.10 4449.15 Hundred FourtyNine Paise

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

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand One

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

187 06005BA cu.m 4104.20 4145.24 Hundred FourtyFive Paise

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

TwentyFour Only

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand Nine

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

188 06005CA cu.m 4904.42 4953.46 Hundred FiftyThree Paise

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

Extra for brick work in superstructure above plinth level upto floor Rupees Two Hundred

189 06006A two level (A) Modular cu.m 273.16 275.89 SeventyFive Paise EightyNine

Extra for brick work in superstructure above plinth level upto floor Rupees Two Hundred

190 06006B two level (B) Conventional cu.m 285.57 288.43 EightyEight Paise FourtyThree

Extra for brick work in superstructure above plinth level upto floor two Rupees Two Hundred

191 06006C level(C) Fly Ash Bricks cu.m 285.57 288.43 EightyEight Paise FourtyThree

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyFive Paise

1(6.12) (A) Modular per cu.m NinetyOne Only

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyThree Paise Nine

1(6.12) (B) Conventional per cu.m Only

SOR-24-25 Page 24 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FiftyThree Paise Five

1(6.12) © Fly Ash Bricks per cu.m Only

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyFive Paise

2(6.13) (A) Modular per cu.m SixtySeven Only

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyTwo Paise

2(6.13) (B) Conventional per cu.m SeventySeven Only

Extra for brick work in superstructure above floor two level Item No. per floor Rupees FiftyTwo Paise

2(6.13) © Fly Ash Bricks per cu.m SeventyThree Only

Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise FiftySix

No. 3 (A) Modular per cu.m Only

Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyOne Paise

No. 3 (B) Conventional per cu.m FiftyFour Only

Extra for brick work in superstructure above floor two level Item No. 3 per floor

200 06007C3A 50.99 51.50 Rupees FiftyOne Paise Fifty Only

(C) Fly Ash Bricks per cu.m

Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise

No. 4 (A) Modular per cu.m SixtySix Only

Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyOne Paise

No. 4 (B) Coventional per cu.m SixtyFour Only

Extra for brick work in superstructure above floor two level Item No. 4 per floor Rupees FiftyOne Paise SixtyOne

(C) Fly Ash Bricks per cu.m Only

Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise

No. 5 (A) Modular per cu.m FourtySeven Only

(i) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred ThirtyOne

1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (A) Modular Paise ThirtyNine Only

(i) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred Fourty

1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) Paise SeventySeven Only

(i) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Seven Hundred

1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (C)Fly Ash TwentyFive Paise FiftyFive Only

SOR-24-25 Page 25 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

(ii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred TwentyTwo

1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (A) Modular Paise One Only

(ii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred Thirty Paise

1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (B) TwentySix Only

(ii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Seven Hundred Eleven

1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (C)Fly Ash Paise TwentyTwo Only

(iii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar Rupees Six Hundred Seven Paise

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (A) Five Only

(iii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar Rupees Six Hundred Thirteen

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (B) Paise Fifty Only

(iii) Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar Rupees Six Hundred EightyTwo

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth © Fly Ash Paise FiftySix Only

Extra for brick work in superstructure above floor two level Item Rupees FourtyThree Paise Nine

No. 5 (B) Coventional Only

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement

Rupees Six Hundred NinetyTwo

215 06009AA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 685.81

Paise SixtySeven Only

three course embedded in Cement Mortar in foundation and plinth (A)

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement

Rupees Seven Hundred Four

216 06009BA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 697.17

Paise Fourteen Only

three course embedded in Cement Mortar in foundation and plinth (B)

SOR-24-25 Page 26 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement

Rupees Seven Hundred

217 06009CA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 791.09

NinetyNine Only

three course embedded in Cement Mortar in foundation and plinth (C)Fly

Extra for brick work in superstructure above floor two level Item No. 5 Rupees FourtyNine Paise

(C) Fly Ash Bricks FourtyFive Only

Extra for half brick masonry in superstructure above plinth level Rupees Fifty Paise EightySeven

upto floor two level. (A) Modular Only

Extra for half brick masonry in superstructure above plinth level Rupees FiftyFive Paise

upto floor two level. (B) Conventional SeventyTwo Only

Extra for half brick masonry in superstructure above plinth level Rupees FiftyFive Paise

upto floor two level. (C)Fly Ash Bricks SeventyTwo Only

Extra for half brick masonry in superstructure above floor two level. (A)

222 06011AA Sqm 6.25 6.31 Rupees Six Paise ThirtyOne Only

Extra for half brick masonry in superstructure above floor two

223 06011BA Sqm 6.34 6.40 Rupees Six Paise Fourty Only

level.(B) Conventional

Extra for half brick masonry in superstructure above floor two level.

224 06011CA Sqm 7.52 7.60 Rupees Seven Paise Sixty Only

(C) Fly Ash Bricks

Half brick thick honey- comb brick work with common burnt clay Rupees Three Hundred

225 06012AA building bricks having crushing strength not less than 35 Kg/Sq.Cm. (i) Sqm 324.40 327.64 TwentySeven Paise SixtyFour

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

Half brick thick honey- comb brick work with common burnt clay Rupees Three Hundred

226 06012BA building bricks having crushing strength not less than 35 Kg/Sq.Cm. (ii) Sqm 318.25 321.43 TwentyOne Paise FourtyThree

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

Half brick thick honey- comb brick work with common burnt clay

Rupees Three Hundred

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

227 06012CA Sqm 372.49 376.21 SeventySix Paise TwentyOne

Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement : 5 - coarse sand)

Masonary work using Aerated light weight concrete block

having crushing strength not less than 35 kg/sqcm for super structure

Rupees Four Thousand Six

228 6014 above plinth level upto floor two level in cement mortar 1:5 ( 1 cu.m 4554.46

cement : 5 fine sand ) complete as per Technical Specification

SOR-24-25 Page 27 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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 FiftyFour

229 6015 3300 mm in legth made from of controlled cement concrete M20 having Sqm 747.00

Paise FourtySeven Only

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

Rupees Eight Hundred Fifty

230 6016 in legth made from of controlled cement concrete M20 having cube Sqm 842.00

Paise FourtyTwo Only

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 Regular concrete hollow core wall with

hollow core concrete unit of approved make & size of 92 mm thick,

mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm / 3300 Rupees Seven Hundred

231 6017 mm in legth made from of controlled cement concrete M35 having cube Sqm 777.00 784.77 EightyFour Paise SeventySeven

compressive strength not less than 35 MPa jointing with high strength & Only

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 120 mm thick,

600 mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm / Rupees Eight Hundred

232 6018 3300 mm in legth made from of controlled cement concrete M35 Sqm 875.00 883.75 EightyThree Paise SeventyFive

having cube compressive strength not less than 35 MPa jointing with Only

high strength & tensile adhesion non-shrink cementitious joint

compound / P.U. Foam. (Plaster not required)

(i) Uncoursed Rubble Masonry with hard stone of approved quality in Rupees Two Thousand Five

233 07001AA foundations and plinth in Cement Mortar 1:6 (1-cement : 6-coarse cu.m 2567.17 2592.84 Hundred NinetyTwo Paise

sand including levelling up etc. complete EightyFour Only

(ii) Uncoursed Rubble Masonry with hard stone of approved Rupees Two Thousand Six

234 07001BA quality in foundations and plinth in Cement Mortar 1:5 (1- cu.m 2609.05 2635.14 Hundred ThirtyFive Paise

cement : 5-coarse sand including levelling up etc. complete Fourteen Only

SOR-24-25 Page 28 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

(iii) Uncoursed Rubble Masonry with hard stone of approved Rupees Two Thousand Four

235 07001CA quality in foundations and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5- cu.m 2413.60 2437.74 Hundred ThirtySeven Paise

coarse sand including levelling up etc. complete SeventyFour Only

Extra over Item 7.6 for super structure above plinth level upto floor two Rupees Three Hundred

236 7002 level cu.m 379.58 383.38 EightyThree Paise ThirtyEight

Extra for additional lift in superstructure above floor two level. Rupees TwentyFive Paise

NinetyThree Only

Coursed rubble masonry with hard stone of approved quality in foundations Rupees Three Thousand Four

238 07004A and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. complete. cu.m 3448.58 3483.07 Hundred EightyThree Paise

Coursed rubble masonry with stone of approved quality in foundations and Rupees Three Thousand Five

239 07005AA plinth in Cement Mortar 1:5 (1-Cement : 5-coarse sand) etc. complete. cu.m 3486.65 3521.52 Hundred TwentyOne Paise

Coursed rubble masonry with stone of approved quality in foundations Rupees Three Thousand Six

240 07005BA and plinth in Cement Mortar 1:4 (1-Cement : 4-coarse sand) etc. cu.m 3598.17 3634.15 Hundred ThirtyFour Paise

complete. Fifteen Only

Coursed rubble masonry with stone of approved quality in foundations Rupees Three Thousand Eight

241 07005CA and plinth in Cement Mortar 1:3 (1-Cement : 3-coarse sand) etc. cu.m 3805.27 3843.32 Hundred FourtyThree Paise

complete. ThirtyTwo Only

Extra over item No. 7.17 for superstructure above plinth level upto floor two Per floor Rupees Three Hundred

level per cu.m FiftyEight Paise Thirty Only

Extra for additional lift in superstructure above floor two level. Per floor Rupees ThirtySeven Paise

per cu.m EightyNine Only

White Stone Bela mesonry block in course in superstructure

Rupees Five Thousand Two

244 07008A with stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty cu.m 5213.91

Hundred SixtySix Paise Five Only

: 1.5- finesand) including packing the joints etc. complete.

White Stone Bela mesonry work in partition walls upto 15 cm thickness

Rupees Six Hundred SixtySeven

245 07009A in cement Mortar 1:4 ( 1- Cement : 4- course sand) Sqm 661.11

Paise SeventyTwo Only

White Stone Bela mesonry block in course in superstructure Rupees Six Thousand Three

246 07010A with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- cu.m 6331.20 6394.51 Hundred NinetyFour Paise

course sand) including packing the joints etc. complete. FiftyOne Only

White Stone Bela mesonry block in course in superstructure Rupees Six Thousand Three

247 07011A with stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- cu.m 6304.55 6367.60 Hundred SixtySeven Paise Sixty

course sand) including packing the joints etc. complete. Only

SOR-24-25 Page 29 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Precast concrete block masonry (including quoin blocks jamb blocks

closer etc.) with solid concrete blocks of approved size made of cement Rupees Three Thousand Seven

248 07012A concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6- graded stone aggregates cu.m 3734.62 3771.97 Hundred SeventyOne Paise

of 20 mm and down grade) in foundation and plinth cement morter 1:6 NinetySeven Only

Extra for masonry work with precast concrete block in superstructue Rupees Two Hundred

249 7013 above plinth upto floor two level. cu.m 285.57 288.43 EightyEight Paise FourtyThree

Precast concrete block masonry in partition walls 10 cm. thick with solid

block of approved size (including quion blocks Jamb blocks closer etc.) Rupees Six Hundred SeventySix

made of C.C.1:3:6 (1 Cement : 3- coarse sand : 6 graded stone aggregates Paise EightyFive Only

20 mm and down grade) (A) in C.M. 1:4.

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 Rupees Three Hundred

251 7015 laying in perfect line level and plinth preparing grading the joints incl. Sqm 372.61 376.34 SeventySix Paise ThirtyFour

the cost of scaffolding and curing etc. (A) Block masonry in 1:1:8 cement Only

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

Rupees Four Hundred FiftyFive

252 7016 laying in parfect line level and plint propering groding the jaints ind. the Sqm 451.05

Paise FiftySix Only

cast of seaffolding and quiring etc . (A) Block masonry in 1:1:8 cement

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

Rupees Five Hundred Nineteen

253 7017 laying in perfect line level and plint propering groding the jaints ind. the Sqm 514.68

Paise EightyThree Only

cast of seaffolding and quiring etc (A) Block masonry in 1:1:8 cement

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 Rupees One Hundred

4 M. and removal of the same for in situ reinforced concrete and EightyEight Paise Ten Only

plain concrete work in. (A) Foundations Footings Bases of Columns etc.

and Mass concrete.

SOR-24-25 Page 30 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 centering below supporting floor to ceiling not exceeding Rupees Two Hundred

255 09001B1A 4 M. and removal of the same for in situ reinforced concrete and Sqm 270.90 273.61 SeventyThree Paise SixtyOne

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

floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

Rupees Two Hundred

256 09001B2A not exceeding 4 M. and removal of the same for in situ reinforced Sqm 291.22

NinetyFour Paise Thirteen Only

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 exceeding Rupees Two Hundred

257 09001CA 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 247.20 249.67 FourtyNine Paise SixtySeven

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

partitions and the like including attached buttresses & string course & the

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 Rupees Three Hundred

4 M. and removal of the same for in situ reinforced concrete and plain TwentySix Paise SixtyTwo Only

concrete work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding Rupees Four Hundred Twenty

4 M. and removal of the same for in situ reinforced concrete and plain Paise SixtyEight Only

concrete work in. (G) Columns PillarsPosts and struts. (2)Circular or curved

SOR-24-25 Page 31 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 centering below supporting floor to ceiling not exceeding

Rupees Two Hundred Twelve

260 09001H1A 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 209.95

Paise Five Only

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

cantilevers Girders Bressumers and Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

Rupees Two Hundred Eighty

261 09001H2A not exceeding 4 M. and removal of the same for in situ reinforced Sqm 277.67

Paise FourtyFive Only

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

Beam Haunchings canti-levers Girders Bressumers and Lintels

exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc. height of

propping and centering below supporting floor to ceiling not exceeding Rupees SeventyFive Paise Eight

4 M. and removal of the same for in situ reinforced concrete and plain Only

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 exceeding

Rupees Seven Hundred Two

263 09001KA 4 M. and removal of the same for in situ reinforced concrete and Sqm 695.61

Paise FiftySeven Only

plain concrete work in. (K) Small surfaceassuch as cantiever brackets and

ends of steps caps and basses to pilasters and Columns and the like.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling Rupees One Hundred

264 09001LA not exceeding 4 M. and removal of the same for in situ reinforced Sqm 171.87 173.59 SeventyThree Paise FiftyNine

concrete and plain concrete work in. (L) Chullah Hoods, weather Only

shades Chhajjas Corbels etc. including edges.

SOR-24-25 Page 32 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 centering below supporting floor to ceiling not exceeding

Rupees Two Hundred SixtySix

265 09001MA 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 264.13

Paise SeventySeven Only

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

risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling Rupees Four Hundred Fifteen

not exceeding 4 M. and removal of the same for in situ reinforced Paise FiftyFour Only

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

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Four Hundred Seven

267 09002AA supporting floor to ceiling including temporary brick or stone pillars Sqm 403.71

Paise SeventyFive Only

for supporting as required. (i) Height more than 4.0 M.and upto

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Seven Hundred Fourteen

268 09002BA supporting floor to ceiling including temporary brick or stone pillars Sqm 707.77

Paise EightyFive Only

for supporting as required. (ii) Height more than 5.0 M.and upto

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between supporting

Rupees Six Hundred Twelve

269 09002CA floor to ceiling including temporary brick or stone pillars for supporting Sqm 606.14

Paise Twenty Only

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

Rupees NinetyEight Paise

270 09003AA finish in (A) Foundations, Footings, Bases of Columns etc. and Mass concrete Sqm 97.86

EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a

Rupees NinetyEight Paise

271 09003B1A fair finish in (B)Flat surfaces such as soffits of slabs Landings and the Sqm 97.86

EightyFour Only

like. (1) Floors etc. upto 200mm in thickness.

SOR-24-25 Page 33 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Extra for Providing formwork with sheathing steel sheets so as to give a

Rupees NinetyEight Paise

272 09003B2A fair finish in (B) Flat surfaces such as soffits of slabs Landings and Sqm 97.86

EightyFour Only

the like. 2) Floors etc.above 200mm in thickness.

Extra for Providing formwork with sheathing steel sheets so as to give a fair

finish in (C)Vertical surface such as walls (anythickness) partitions & Rupees NinetyEight Paise

lime including attached pilasters buttresses plinth & string course & like. EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a

Rupees NinetyEight Paise

274 09003G1A fair finish in (G) Columns, Pillars, Posts and struts. (1) Square, Sqm 97.86

EightyFour Only

Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets so as to give a fair

Rupees NinetyEight Paise

275 09003G2A finish in (G) Columns, Pillars, Posts and struts. (2) Circular or curved in plan Sqm 97.86

EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair

finish in (H)(1) Sides and soffits of Beams, Beam Rupees NinetyEight Paise

Haunchingscantilevers Girders, Bressumers and Lintels not exceeding 1 M. EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a

fair finish in (H) (2) Sides and soffits of Beams, Beam Haunchings Rupees NinetyEight Paise

cantilevers Girders, Bressumers and Lintels exceeding 1 M. in Depth. EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a Rupees NinetyEight Paise

fair finish in (I) Edges of slabs and Breaks in floors and walls. EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a

fair finish in (K) Small surfaceas such as centilever ends n Brackets and Rupees NinetyEight Paise

end of steps caps and basses to pilasters and Columns including edges. EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a fair

Rupees NinetyEight Paise

280 09003LA finish in (L) Chullah Hoods weather Shades Chhajjas Corbels etc. and the like. Sqm 97.86

EightyFour Only

Extra for Providing formwork with sheathing steel sheets so as to give a

Rupees NinetyEight Paise

281 09003MA fair finish in (M)Staircase with sloping or stepped soffits including Sqm 97.86

EightyFour Only

sisers and stringers excluding landing.

Extra for Providing formwork with sheathing steel sheets so as to give a Rupees NinetyEight Paise

fair finish in (Q)Vertical fins and vertical sun breakers. EightyFour Only

SOR-24-25 Page 34 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing wood work in frames of Doors, windows cleare story

Rupees Six Hundred Ten Paise

283 10001A windows and othersimilar works wrought, framede and fixed in position. 10 Cu.Dm. 604.19

TwentyThree Only

(A) Indian Teak Wood

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, wall Rupees One Thousand Three

284 10002A plates and the like wrought framed, hoisted and fixed in position Cu.Dm. 1373.86 1387.6 Hundred EightySeven Paise Sixty

Providing wood work in frames of false- ceiling, partitions etc sawn and Rupees Six Hundred SixtyFive

put up in position. (A) Indian Teak Wood Paise ThirtyThree Only

Providing and fixing 35 mm thick shutters for Doors, windows and

clear story windows including anodised alluminium butt hinges with Rupees Four Thousand One

necessary screws.(A) Indian Teak Wood (1) Fully Panelled Hundred One Paise Six Only

Providing and fixing 35 mm thick shutters for Doors, windows and

Rupees Three Thousand Four

clear story windows including anodised alluminium butt hinges with

287 10004BA Sqm 3370.07 3403.77 Hundred Three Paise

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

SeventySeven Only

Providing and fixing 35 mm thick shutters for Doors, windows and

Rupees Three Thousand Seven

clear story windows including anodised alluminium butt hinges with

288 10004CA Sqm 3715.26 3752.41 Hundred FiftyTwo Paise

necessary screws. (A) Indian Teak Wood(iii) Partly panelled and partly

Providing and fixing 35 mm thick shutters for Doors, windows and

Rupees Three Thousand Seven

clearstory windows including blackenamelled M.S. butt hinges with

289 10005AA Sqm 3736.48 3773.84 Hundred SeventyThree Paise

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

EightyFour Only

Providing and fixing 35 mm thick shutters for Doors, windows and

clearstory windows including blackenamelled M.S. butt hinges with Rupees Three Thousand

necessary screws. (A) Indian teak wood. (ii) Fully Glazed. SeventySix Paise FiftyFive Only

Providing and fixing 35 mm thick shutters for Doors, windows and

Rupees Three Thousand Four

clearstory windows including blackenamelled M.S. butt hinges with

291 10005CA Sqm 3391.29 3425.2 Hundred TwentyFive Paise

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

Providing and fixing 25 mm thick shutters for cupboards etc. including Rupees Three Thousand One

292 10006AA anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 3148.47 3179.95 Hundred SeventyNine Paise

teak wood. (i) Fully Panelled. NinetyFive Only

SOR-24-25 Page 35 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing 25 mm thick shutters for cupboards etc. including Rupees Two Thousand Seven

293 10006BA anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 2709.11 2736.2 Hundred ThirtySix Paise Twenty

teak wood. (ii) Fully Glazed. Only

Providing and fixing 25 mm thick shutters for cupboards etc. including

Rupees Two Thousand Nine

anodised alluminium butt hinges with necessary screws. (A) Indian

294 10006CA Sqm 2928.79 2958.08 Hundred FiftyEight Paise Eight

teak wood. (iii) Partly panelled and partly glazed.

Providing and fixing 25 mm thick shutters for cupboards etc. Rupees Three Thousand One

295 10007AA including black enamelled M.S. butt hinges with necessary screws. (A) Sqm 3120.47 3151.67 Hundred FiftyOne Paise

Indian teak wood. (i) Fully Panelled. SixtySeven Only

Providing and fixing 25 mm thick shutters for cupboards etc. Rupees Two Thousand Seven

296 10007BA including black enamelled M.S. butt hinges with necessary screws. (A) Sqm 2681.11 2707.92 Hundred Seven Paise NinetyTwo

Indian teak wood. (ii) Fully Glazed. Only

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Two Thousand Nine

including black enamelled M.S. butt hinges with necessary screws.

297 10007CA Sqm 2900.79 2929.8 Hundred TwentyNine Paise

(A) Indian teak wood. (iii) Partly panelled and partly glazed.

Add extra for providing and fixing 40 mm thick shutters instead of Rupees Two Hundred Three

35 mm thick shutters. Paise Three Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Six

shutters, for Doors windows and clearstory windows including anodised

299 10009AA Sqm 3617.20 3653.37 Hundred FiftyThree Paise

alluminium But hinges with necessary screws and indian teak wood

ThirtySeven Only

shutters with. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Six

shutters, for Doors windows and clearstory windows including anodised

300 10009BA Sqm 3622.62 3658.85 Hundred FiftyEight Paise

alluminium But hinges with necessary screws and indian teak wood

EightyFive Only

shutters with. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled and

Rupees Three Thousand Six

glazed shutters, for Doors windows and clearstory windows

301 10009CA Sqm 3591.76 3627.68 Hundred TwentySeven Paise

including anodised alluminium But hinges with necessary screws and

SixtyEight Only

indian teak wood shutters with. (C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and

glazed shutters, for Doors windows and clearstory windows

Rupees Three Thousand Six

302 10009DA including anodised alluminium But hinges with necessary screws Sqm 3564.65

Hundred Paise Thirty Only

and indian teak wood shutters with. (D) Asbestos sheet panels.

SOR-24-25 Page 36 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Three

shutters, for Doors windows and clearstory windows including black

303 10010AA Sqm 3294.90 3327.85 Hundred TwentySeven Paise

enamelled M.S. But hinges with necessary screws. (A) Plywood sheet

EightyFive Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Three

shutters, for Doors windows and clearstory windows including black

304 10010BA Sqm 3300.02 3333.02 Hundred ThirtyThree Paise Two

enamelled M.S. But hinges with necessary screws. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Three

shutters, for Doors windows and clearstory windows including black

305 10010CA Sqm 3269.16 3301.85 Hundred One Paise EightyFive

enamelled M.S. But hinges with necessary screws. (C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed

Rupees Three Thousand Two

shutters, for Doors windows and clearstory windows including black

306 10010DA Sqm 3242.34 3274.76 Hundred SeventyFour Paise

enamelled M.S. But hinges with necessary screws . (D) Asbestos sheet

SeventySix Only

Provoding and fixing flush door shutters, solid core construction with

frame of first class hardwood with cross board and face veneer or

Rupees One Thousand Eight

plywood face panels, including anodised alluminium butt hinges with

307 10011 Sqm 1811.62 1829.74 Hundred TwentyNine Paise

necessary screws. (B) Non- decorative type and block board core

SeventyFour Only

anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.

Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano Rupees Nine Hundred

308 10012 hinges. Sqm 914.68 923.83 TwentyThree Paise EightyThree

Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of Rupees TwentyFive Paise

flush doors. (A) Rectangular or Square. FourtyNine Only

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 Rupees Two Thousand Eight

310 10014A Doors, windows and clearstory windows including anodised Sqm 2795.24 2823.19 Hundred TwentyThree Paise

alluminium butt hinges with necessary screws. (A) Indian teak wood. Nineteen Only

SOR-24-25 Page 37 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

311 10015A windows and clearstory windows including bright finished or/ and black Sqm 1257.54 1270.12 Hundred Seventy Paise Twelve

enamellede M.S. butt hinges with necessary Mango wood or equivalent Only

Extra for providing and fixing galvanised M.S wire gauge of I.S. gauge

designation 140 G,to 000 Rs. windows and cleastory windows with Rupees TwentyNine Paise

wire of dia 0.71 mm instead of I,S, gauge designation 85 G.with wire of TwentyOne Only

Providing and fixing 12 mm thick and 100mm wide pelmet of flat

pressed 3 layer neneed particle board solid core with 25 mm diametre Rupees Two Hundred

alluminium curtain Road and brackets including fixing with 25mm x TwentyOne Paise FiftyFive Only

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

Providing and fixing 40mm panelled, Glazed or panelled and glazed Rupees Three Thousand Five

314 10018A partitions fixed to frames with iron scews etc. complete with indian teak Sqm 3546.43 3581.89 Hundred EightyOne Paise

wood (Frames tobe paid separately) EightyNine Only

Providing and fixing Decorative plywood 4mm thick in partitions

including fixing to frames with screws etc, complete with 50mm x Rupees Eight Hundred

12mm teak wood beading (Frames tobe paid separately) SixtySeven Paise ThirtyTwo Only

Providing and fixing in partitions 4mm thick medium hard board

of approved quality including fixing to fames with screws etc, Rupees Five Hundred SixtyTwo

complete with 50mm x 12mm teak wood beading (Frames tobe paid Paise SixtyOne Only

25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T Rupees One Thousand Three

317 10022A or L iron brackets fixed at suitable distances but not exceeding 75 Sqm 1325.72 1338.98 Hundred ThirtyEight Paise

cm. apart with Mango wood or equivalent quality. NinetyEight Only

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T Rupees One Thousand Seven

318 10023A or L iron brackets fixed at suitable distances not exceeding 75 cm. Sqm 1710.12 1727.22 Hundred TwentySeven Paise

apart with Mango wood or equivalent quality. TwentyTwo Only

Providing and fixing M.S. round or square bars with M.S.flats at required

319 10024A spacing in wooden frames of windows and clerestory windows. kg 69.80 70.5 Rupees Seventy Paise Fifty Only

SOR-24-25 Page 38 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

windows etc. with M.S. flats at required spacings and frame alround, Rupees One Hundred Ten Paise

square or round bars with round headed bolts and nuts or by screws (A) ThirtyOne Only

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

windows etc. with M.S. flats at required spacings and frame alround, square Rupees One Hundred SixtySix

or round bars with round headed bolts and nuts or by screws. (B) Paise TwentyTwo Only

ORNAMENTAL GRILL

Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh Rupees Seven Hundred

322 10026A or weight not less than 7.75 kg. per Sq.M. to window frames etc. Sqm 770.07 777.77 SeventySeven Paise

including 60 x 20mm beading of teak wood. SeventySeven Only

Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge

Rupees Six Hundred EightyFive

323 10027A designation 85 G. with wire of dia.0.56 mm to windows and celevating Sqm 679.12

Paise NinetyOne Only

windows including 60 x 20mm beading of teak wood.

Providing and fixing first class indian teak wood 75mm x 60mm Rupees Four Hundred

moulded hand rails in straight lengths complete. NinetyOne Paise Seven Only

(i) Providing and fixing glazed louvered glass windows and

Rupees Four Thousand Two

325 10029AA ventilators with teak wood frame 10cm. x 7cm. size including 3 Sqm 4160.51

Hundred Two Paise Twelve Only

coats of oil painting to wood work etc.complete.

(ii) Providing and fixing glazed louvered glass windows and

Rupees Four Thousand Four

ventilators with teak wood frame 10cm. x 7cm. size including 3 coats

326 10029BA Sqm 4390.45 4434.35 Hundred ThirtyFour Paise

of oil painting to wood work etc.complete. with wooden louvers plank

ThirtyFive Only

Providing and fixing 35 mm thick shutters for Doors, windows and

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

327 10030A including anodized alluminium fixtures and fastenings including primer coat Sqm 4595.06 4641.01 Hundred FourtyOne Paise One

of approved quality and two coats of oil painting etc, complete. (i) Fully Only

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x 7 cm. size Rupees Five Thousand Three

328 10030B including anodized alluminium fixtures and fastenings including primer coat Sqm 5285.45 5338.3 Hundred ThirtyEight Paise

of approved quality and two coats of oil painting etc, complete. (ii) Fully Thirty Only

SOR-24-25 Page 39 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 Rupees Four Thousand Nine

329 10030C including anodized alluminium fixtures and fastenings including primer coat Sqm 4940.25 4989.65 Hundred EightyNine Paise

of approved quality and two coats of oil painting etc, complete. (iii) Partly SixtyFive Only

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. Rupees Four Thousand Six

330 10031A size including black enamelled iron oxidixed fixtures and fastenings Sqm 4595.06 4641.01 Hundred FourtyOne Paise One

including primer coat of approved quality and two coats of oil painting etc, Only

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. Rupees Five Thousand Three

331 10031B size including black enamelled iron oxidixed fixtures and fastenings Sqm 5285.45 5338.3 Hundred ThirtyEight Paise

including primer coat of approved quality and two coats of oil painting etc, Thirty Only

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.

Rupees Four Thousand Nine

size including black enamelled iron oxidixed fixtures and fastenings

332 10031C Sqm 4940.25 4989.65 Hundred EightyNine Paise

including primer coat of approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled and

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 12 cm x 7 cm. size Rupees Four Thousand Eight

333 10032A including anodized alluminium fixtures and fastenings including primer coat Sqm 4788.50 4836.39 Hundred ThirtySix Paise

of approved quality and two coats of oil painting etc, complete. (i) Fully ThirtyNine Only

Providing and fixing 35 mm thick shutters for Doors, windows and

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

334 10032B including anodized alluminium fixtures and fastenings including primer coat Sqm 5478.89 5533.68 Hundred ThirtyThree Paise

of approved quality and two coats of oil painting etc, complete. (ii) Fully SixtyEight Only

SOR-24-25 Page 40 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 Rupees Five Thousand One

335 10032C including anodized alluminium fixtures and fastenings including primer coat Sqm 5133.69 5185.03 Hundred EightyFive Paise Three

of approved quality and two coats of oil painting etc, complete. (iii) Partly Only

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. Rupees Four Thousand Five

336 10033A size including black enamelled iron oxidized fixtures and fastenings Sqm 4506.62 4551.69 Hundred FiftyOne Paise

including primer coat of approved quality and two coats of oil painting etc, SixtyNine Only

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. Rupees Five Thousand Five

337 10033B size including black enamelled iron oxidized fixtures and fastenings Sqm 5478.89 5533.68 Hundred ThirtyThree Paise

including primer coat of approved quality and two coats of oil painting etc, SixtyEight Only

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.

Rupees Five Thousand One

size including black enamelled iron oxidized fixtures and fastenings

338 10033C Sqm 5133.69 5185.03 Hundred EightyFive Paise Three

including primer coat of approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled and

Add extra for providing and fixing 40mm thick shutters instead of

Rupees Two Hundred

339 10034 35 mm thick shutters including oil paining etc. complete. Sqm 269.44

SeventyTwo Paise Thirteen Only

Deduct for providing and fixing 25mm thick shutters instead of 35 Rupees Four Hundred

340 10035 mm thick shutters including oil paining etc. complete. Sqm 439.82 444.22 FourtyFour Paise TwentyTwo

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter with

wood grain raised panneled design finish shutter having extra reinforcement

on sides & edges in Gel coat finish. The core of the shutter & frame is to be filed up

with injected polyurethene foam done in situ alongwith embedded wooden Rupees Two Thousand Nineteen

341 10036 pieces for stiffening & also taking hinges & fintures. The whole FRP frame & Sqm 1999.98

Paise NinetyEight 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 fastener

sleeve & alluminium fixtures & fastenings.

SOR-24-25 Page 41 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP

depress panel shutter having extra reinforcement on sides & edges in Gel

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

injected fire retardant grade polyurethene foam done in situ alongwith

Rupees Two Thousand Three

embedded wooden pieces for stiffening & also taking hinges & fintures.

342 10037 Sqm 2354.22 2377.76 Hundred SeventySeven Paise

The whole FRP frame & shutter is to be water proof weather proof,

SeventySix Only

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 wooden pieces for

Rupees Two Thousand Six

343 10038 stiffening & also taking hinges & fintures. The whole FRP frame & shutter is Sqm 2589.15

Hundred Fifteen Paise Four Only

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.

Providing and fixing FRP of 28mm thick Fibre Glass shutter with 1.5 to

2.0 mm thick fire retardent grade FRP skin in depressed panel

design having extra reinforcement on sides & edges & in Gel coat finish.

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

polyurethane foam done in situ alongwith embedded wooden pieces for Rupees One Thousand Five

344 10039 stiffening & also taking hinges & fintures. The whole FRP frame & shutter is Sqm 1544.88 1560.33 Hundred Sixty Paise ThirtyThree

to be water proof ,weather proof, termite proof & resistance to mild Only

acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws

& alluminium S.S fixtures & fastenings & fastener sleeve.

SOR-24-25 Page 42 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

Rupees One Thousand Two

polyurethane foam done in situ alongwith embedded wooden pieces for

345 10040 Sqm 1257.06 1269.63 Hundred SixtyNine Paise

stiffening & also taking hinges & fintures. The whole FRP frame & shutter is

SixtyThree Only

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 embedded wooden pieces for stiffening Rupees Nine Hundred EightySix

& also taking hinges & fintures. The whole shutter is to be water proof Paise ThirtyNine Only

,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 injected polyurethene foam done in situ alongwith Rupees Two Thousand Eight

347 10042 embedded wooden pieces for stiffening & also taking hinges & fintures. Sqm 2815.47 2843.62 Hundred FourtyThree Paise

The whole FRP frame & shutter is to be water proof weather proof, SixtyTwo Only

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.

SOR-24-25 Page 43 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL

PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of

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

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

approved make and manufacture, M.S. frame shall be covered with 5 mm

thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and

5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on

Rupees One Thousand One

either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap

348 10043 sqm 1135.02 1146.37 Hundred FourtySix Paise

insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm

ThirtySeven Only

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.

SOR-24-25 Page 44 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing 30mm thick FACTORY MADE SOLID BOTH

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame

made out of M.S. tubes of 19 gauge thickness and size of 19mm x

19mm for stiles, top and bottom rails. M.S. frame shall have a coat of

steel primer of approved makde and manufactures. M.S frame covered

with 5mm thick heat moulded prelim PVC ‘C’ channel of siz 30mm

thickness, 70 mm width of which 50mm shall be flat and 20mm shall be

tapered in 45 degree Angle on either side forming stiles, and 5mm thick,

95mm wide pream PVC sheet out of which 75mm shall be flat and

20mm shall be tapered in 45 degree on the inner side ot form top and

Rupees Two Thousand Two

bottom rail and 115mm wide prelim PVc sheet out of which 75nmm

349 10044 sqm 2214.00 2236.14 Hundred ThirtySix Paise

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 fittal manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheetingin based adhesive as per

manufacturers recommendation and complete as directed by the

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 Rupees Two Thousand

shallbe for the top, bttom and lock rails. Paneling of 5mm thick one side prelim TwentyThree Paise Three Only

sheet to be fitted in the M.S. frame and sealed to the front (Prelam side) stiles and

rails (which should have a 5mm 45 degree bent portion as beading) and

attached to the back (white/lvory) stiles and rails (which should have a 10mm

degree bent portion as beading) using 2 nos. 15mm wide x 5mm thick PVC sheet

beading inside the 9 degree bent beading. All stiles, rails and beading to be joined

to the panel using solvent cement.An add

SOR-24-25 Page 45 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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 and

bottom rail, M.S. frame shall be covered with 5mm thick, 100mm wide

PVC sheet out of whch 10mm shall be bent of 90 degree towars inner

side on front face of the door. M.S. frame at lock rail shall be covered Rupees Two Thousand

with 125 mm wide PVC sheet out of which 10mm on both the edges ThirtyThree Paise Thirteen Only

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.PVCal manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-B Type-4 Retro

Reflective sheetingin based adhesive as per manufacturers

recommendation and complete as directed by the engineer,

SOR-24-25 Page 46 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate 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 5mm thick 115mm wide PVC sheet out of which

100mm shal be flat and 15mm shal be betn in 90 degree on the

Rupees One Thousand Nine

inner side to from top and bottom rails and 130mm wide PVC sheet

352 10047 sqm 1968.00 1987.68 Hundred EightySeven Paise

out of which 100mm shal be flat and 15mm shal be bent in 90 degree

SixtyEight Only

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 stal manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A) Class-B Type-

4 Retro Reflective sheetingin based adhesive as per manufacturers

recommendation and complete as directed by the engineer,

Providing and fixing 35mm thick factory made moulded door shuter

consisting of solid core single leaf flush door of 30mm thickness, lipped with

15mm (5mm x 3) thick x 30mm width on one stiles and top rail and 10mm

(5mm x 2) thick x 30mm width on the other stiles and bottom rails. The

inner panel laminated with 2mm thick termite proof, water proof and fire

Rupees Two Thousand One

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

353 10048 sqm 2131.00 2152.31 Hundred FiftyTwo Paise

plain and /or prelim colours on one side after routing the moulded

design on flush door and 2mm plain and/or prelim PVC sheet on other side

using rubber adhesive on flush door and solvent cement adhesive on

the PVC liping etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing.

SOR-24-25 Page 47 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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

Rupees One Thousand Nine

2mm plain and/or prelim PVC sheet on other side of the EPS. The edges of

354 10049 sqm 1960.00 1979.6 Hundred SeventyNine Paise

panel to be sealed with lipping of 10mm wide PVC sheet batton (made by

sticking 2 PVC rigid foam sheets of 5mm thickness using PVC solvent

cement) and stiles 25mm (5mm x 5) thick and 30mm width PVC sheet

fitted along M.S. tube for lock provision and for lock height 5mm thick

PVC sheet of size 150mm x 100mm fixed with upper and lower face of

inner side of EPS panel etc. complete as per direction of Engineeral

manufacturer & a certified copy of 3 year outdoo

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

mm m.s. square tube of 19 gauge, EPDM rubber gasket weather seal

Rupees Three Hundred Eighteen

355 10050 to be provided through out the frame. The door frame shal be fixed to sqm 314.88

Paise Three Only

the wall using 65/100 mm long M.S. screws through the frame by

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

provided for each vertical members and minium 2 nos. for horizontal

members etc. complete as per manufactures specification and

direction of Engineer in charge.

SOR-24-25 Page 48 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

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 Rupees One Thousand Eight

356 10051 degree towards inner side on front face of the door. M.S. frame at lock sqm 1880.67 1899.48 Hundred NinetyNine Paise

rail shall be covered with 125 mm wide PVC sheet out of which 0mm on FourtyEight Only

both the edges shall be bent at 90 degree on front face of the door

and 7mm wide PVC sheet shall cover the M.S. frame at top, lock and

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

sheet as gap insert for top and bottom rail. PVC sheet beading of 15mm

thick (5mm x3) 15mm wide to be stuck internally with solvent cement

adhesive in stiles and rails.

SOR-24-25 Page 49 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing complete sliding shutter solid PVC window

25mm thick factory made glazed solid PVC window shutter

consisting of frame made out of M.S. tube of 19 gauge of size 15 x

15mm for styles top, bottom rail. M.S. frame shall have a coat of steel

primer of approved make and manufacture, M.S. frame shall be covered

with 4mm thick heat mouled PVC ‘C’ channel of size 58mm x

25mm x 38 mm out of which 8mm shall be bent at 90 degree towards

inner side on front face of the window shutter forming stiles. For top rail

and bottom rails, M>S. frame shall be covered with 4mm thick, 58mm

wide PVC sheet out of which 8mm shall be bent at 90 degree towards Rupees Two Thousand Six

357 10052 inner side on front face and 38mm wide PVC sheet shall cover the M.S. sqm 2576.85 2602.62 Hundred Two Paise SixtyTwo

frame at top and bottom rail on back side of window shutter, 4mm Only

thick 15mm wide cross PVC sheet as gap insert for top and bottom rail.

PVC sheet beading of 8mm thick (4mm x 2) to be stuck internally with

solvent cement adhesive in top and bottom rails. Glass panel will

be fitted externally inal manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the

product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective sheetingin based

adhesive as per

Providing and fixing Plain/Printed PVC sheet wall paneling of thickness

5mm consisting of panels having size 1220 mm x 2440 mm stuck on inner

frame work of 50mm wide strips of 5mm thick PVC sheet. The strips should

have in their center a groove of 6mm width and 1mm depth for sinking the

head of the screw used to fix the strips to the wall and should be placed

vertically at equal intervals of 10” center to center. The PVC strips shall

Rupees Eight Hundred

358 10053 be fixd to the wall using 65mm long M.s. scress through the groove in sqm 845.00

FiftyThree Paise FourtyFive Only

the strip by using PVC fasteners. The distance between two screws shall

not be more than 200 A groove of 2mm may be left at the joint of two

panel for aesthetic looks. The exact size of the panel and

correspondingly of the grid may vary depending on the size of the wall.

SOR-24-25 Page 50 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing Prelam PVC sheet wall paneling of thickness 5mm

consisting of panels having size 1220 x 2440 mm stuck on inner frame work

of 50mm wide strips of 5mm thick PVC sheet. The strips should have in

their center a grove of 6mm width asnd 1mm depth for sinking the

had of the screw using to fix the strips of the wall and should be placed

vertically at equal intervals of 10” center to center. The PVC strips shall

Rupees Nine Hundred FiftyThree

359 10054 be fixed to the wall using 65mm long M.S. scres through the groove in sqm 944.00

Paise FourtyFour Only

the strip by using PVC fasteners. The distance between two screws shall not

be more than 200 mm. A groove of 2mm may be left at the joint of two

panel for aesthetic looks. The exact size of the panel and correspondingly of

the grid may vary depending on the size of the wall.

Providing and fixing full height Prelam PVC partition system 50mm

thick consisting of 40mm sandwich PVC panel made out of 36mm

high density expanded polystyrene sheet (E.P.S. Thermocol) stuck on both

side with 2mm thick prelim PvC sheet reinforced with frame work made

from 35mm x 5mm M.S. angle. In between two M.S. angles 4 mm with

feathered edges shall be fixed on floor and 50 x 75 mm with feathered

edges prelim PVC “C” channel of size 50mm x 75mm with feathered edges

prelim PVC panel shall be inserted in the PVC ‘C” channel The first and Rupees Two Thousand One

360 10055 last M.S. angle should be erected such that it is inside a PVC C channel of sqm 2152.00 2173.52 Hundred SeventyThree Paise

size 50 x 75mm In between adjoining EPS sandwiched PVC partition panel FiftyTwo Only

4mm thick x 75 mm width prelim PVC sheet feathered at edges shall

be stuck on front and back face using solvent cement etc. An additional

4mm thick PVC strip of 40mm width is to be stuck on the intrior side of the

‘C” channel using PVC solvent adhesive completeas per direction

of Engineer in charge. Manufacture’s specification anal manufac

SOR-24-25 Page 51 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing full height Plan/colour PVC partition system

50mm thick consisting of 40mm sandwich PVC panel made out

of 36mm high density expanded polystyrene sheet (E.P.S. Thermocol)

stuck on both side with 2mm thick plain PVC sheet reinforced with

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

angles 4 mm thick plan heat moulded PVC ‘C’ channel of size 50mm x

100 mm with feathered edes shall be fixed on floor and 50 x 75 mm with

feathered edges plain/printed/prelim PVC ‘C’ channel shall be fixed in Rupees One Thousand Eight

361 10056 the ceiling. Sandwich PVC panel shall be inserted in the PVC “c” sqm 1783.00 1800.83 Hundred Paise EightyThree

channel. The first and last M.S. angle should be erected such that it Only

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

EPS sandwiched PVC partition panel 4mm thick x 75mm width plain

PVC sheet feathered at edges shall be stuck on front and back face using

solvent cement etc. And additional 4mm thick PVC strip of 40mm width

is to be stuck on the interior side of the C channel using PVC

solvent adhesive complet

SOR-24-25 Page 52 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing full height Printed PVC partition system 50mm

thick PVC partition consisting of 40mm sandwich PVC panel made out of

36mm high density expanded polystyred shet (EPS Thermocol) stuck on the

both side with 2mm thick printed PVC sheet reinforced with frame work

made from 35mm x 5mm M.S. angle. IN between two M.S. angles

4mm thick printed heat moulded PVC C channel of size 50mm x 100mm

with feathered, edges shall be fixed on floor and 50 x 75 mm with

feathered edges printed PVC C channel shall be fixed in the ceiling,

Sandwich PVC panel shall be inserted in the PVC C channel. The first and last

Rupees One Thousand Nine

M.S. angle should be erected such that it is inside a PVC C channel of size

362 10057 sqm 1902.00 1921.02 Hundred TwentyOne Paise Two

x 75mm In between adjoining EP sandwiched PVC partition panel 4mm

thick x 75mm width printed PVC sheet feathered at edges shall be suck on

front and back face using solvent cement. If the height of partition exceeds

8 feet; then 15mm x 30mm M.S. tube is welded horizontally at the joint

of panels in between two vertical angelsal manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective sh

Providing and fixing PVC plain colour false ceiing with grid type with

alu frame consisting of 600 mm x 600mm 3mm thick plain PVC sheet used

as panel insert in a frame work made using anodized alluminium T

section of size 1” x 1” (25 x 25mm, 19 gauge or 1mm thick) in square

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

work is supported from the ceiling with the help of G.I. hook and G.I. Rupees Three Hundred Three

wire/6mm M.S. rods of required sizes to maintain proper level etc. The Paise Twelve Only

aluminium frame work is supported on side wall with the use of

alluminium L section of size 1 x 1 (25 x 25mm) angles et. Complete

as per direction of Engineer in charge. Manufactures, specification and

SOR-24-25 Page 53 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing PVC Printed pain colour false ceiling with grid

type with alluminium frame consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work made using anodized

alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in

square pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium frame

work is supported from the cceiling with the help of G.I. hook and G.I. Rupees Seven Hundred

wire/6mm M.S. rods of required sizes to maintain proper level etc. The SeventyThree Paise SixtySix Only

aluminium frame work is supported on side wall with the use of alluminium

L section of size 1 x 1 (25 x 25mm) angles etc. complete as per

direction of Engineer in charge. Manufactures specification and drawing.

Providing and fixing PVC plain colour false ceiling with flush type with

alluminium frame, frame work is done with three different sections of G.I.

sheet of 24 gauge thickness named as C, U and L. The C section is fixed

with hangers at an equal distance of 36” each and then U section is fixed

perpendicular on C section with steel screws at an equal distance of

16” each. The complete frame work is supported by G.I. L angle 6mm rod

hangers from the roof and L sections is fixed all around the wall as shown in Rupees Three Hundred FiftyTwo

the diagram. 5mm PVC sheet strips of size 2 wide and fixed with counter Paise FiftySix Only

sunk steel screw on the U section. Further 3mm PVC sheet is stuck to

these PVC strips with solvent cement such that joining lines are perfectly

matched. P.U. putty is filled, ceiling for getting fine surface finish etc.

complete as per direction of Engineer in charge, manufacturer’s

specification and drawing.

SOR-24-25 Page 54 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing PVC printed false ceiling with flush type with

alluminium frame, frame work is done with three different sections of G.I.

sheet of 24 gauge thickness named as C, U and L. The C section is fixed

with hangers at an equal distance of 36” each and then U section is fixed

perpendicular on C section with steel screws at and equal distance of

16” each. The complete frame work is supported by G.I. L angle/6 mm

rod hangers from the roof and L sections is fixed all around the wall as

shown in the diagram. 5mm PVC sheet strips of size 2 wide are fixd with Rupees Nine Hundred Eleven

counter sunk steel screws on the U section. Further 3mm PVC sheet is stuck Paise Two Only

to these PVC strips with solvent cement such that joining lines are

perfectly matched. P.U. putty is filled, dried and leveled and requisite

coats of primer and paint is done on the ceiling for getting fine surface

finish etc. complete as per direction of Engineering and charge

manufacturer’s specification and drawing

Extra rate for using polyester fiber (12mm) with triangular of

equivalent cross section with specific gravity 1.35 to 1.40 (as a 1 Packet of Rupees TwentySix Paise

secondary reinforcement) in concrete of any grade at the rate of 125 gms 125 gms TwentySix Only

per 50 kg of Cement consumption.

Extra rate for using polyester fiber (6mm) with triangular cross of

equivalent section with specific gravity 1.35 to 1.40 (as a secondary 1 Packet of Rupees TwentySix Paise

reinforcement) in mortar of any grade at the rate of 125 gms per 50 kg of 125 gms TwentySix Only

cement consumption.

Providing fusion bonded Epoxy coating not less than 175 micron

Rupees Ten Thousand One

thickness and up to 300 micron to reinforcement bars as per IS-13620-

369 10064A M.T 10062 10162.62 Hundred SixtyTwo Paise

1993/ASTM-775 M including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than 175 micron

Rupees Seven Thousand Two

thickness and up to 300 micron to reinforcement bars as per IS-13620-

370 10064B M.T 7224 7296.24 Hundred NinetySix Paise

1993/ASTM-775 M including testing of coating at plant and all taxes (B)

TwentyFour Only

20mm to 32 mm dia bar

SOR-24-25 Page 55 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of red

Rupees Five Thousand Eight

lead paint. (A) In beams and joists, channels angles Tees, flats, with

371 11001AA quint 5831.19 5889.5 Hundred EightyNine Paise Fifty

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and the like.

Steel work, riveted in built up sections framed work including cutting,

Rupees Six Thousand Seven

hoisting, fixing in position and applying a priming coat of red lead paint. (D)

372 11001DA quint 6680.28 6747.08 Hundred FourtySeven Paise

In trussses and trussed purlins, upto 25 M. span and 15 M ovarall height.

Steel work, welded in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint.

Rupees Nine Thousand One

(A)In beams and joists, channels angles Tees, flats, with connecting plates or

373 11002AA quint 9018.3 9108.48 Hundred Eight Paise FourtyEight

angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and

Steel work, welded in built up sections framed work including cutting,

Rupees Nine Thousand Four

hoisting, fixing in position and applying a priming coat of red lead paint. (D)

374 11002DA quint 9354.52 9448.07 Hundred FourtyEight Paise

In trussses and trussed purlins, upto 25 M. span and 15 M. ovarall height.

Providing and fixing in position collapsible steel shutters with vertical

channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size

Rupees Six Thousand Two

with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,

375 11003A quint 6159.59 6221.19 Hundred TwentyOne Paise

steel pulleys complete with bolts, nuts, locking arrangements,

stoppers handles including applying a priming coat of red lead paint.

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

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

Rupees Three Thousand Eight

M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 x 40 x

376 11004A Sqm 3786.34 3824.2 Hundred TwentyFour Paise

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

handles, stoppers and locking agangement etc, including applying a

priming coat of red lead paint.

SOR-24-25 Page 56 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing rolling shutters of approved make made of 80 mm wide

M.S. laths inter-locked together through their entire length and jointed

together at the ends by end locks mounted on specially designed pipe shaft Rupees Three Thousand Five

377 11005A with bracket plates, guide channels and arragements for inside and Sqm 3519.21 3554.4 Hundred FiftyFour Paise Fourty

outside locking with push-pull operation including the cost of hood cover Only

and spring etc. complete.(A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved make made of 80 mm

wide M.S. laths inter-locked together through their entire length and

jointed together at the ends by end locks mounted on specially designed Rupees Four Thousand Five

378 11005B pipe shaft with bracket plates, guide channels and arragements for Sqm 4501 4546.01 Hundred FourtySix Paise One

inside and outside locking with push-pull operation including the cost Only

of hood cover and spring etc. complete. (B) Shutters having width 3.5 M.

Providing and fixing rolling shutters of approved make made of 80 mm wide

M.S. laths inter-locked together through their entire length and jointed

together at the ends by end locks mounted on specially designed pipe shaft Rupees Two Thousand Seven

379 11006A with bracket plates, guide channels and arrangements for inside and Sqm 2768.9 2796.59 Hundred NinetySix Paise

outside locking with push-pull operation complete but excluding the cost FiftyNine Only

of hood cover and spring. (A) Shutters having width below 3.5.M.

Providing and fixing rolling shutters of approved make made of 80 mm wide

M.S. laths inter-locked together through their entire length and jointed

together at the ends by end locks mounted on specially designed pipe shaft Rupees Three Thousand Seven

380 11006B with bracket plates, guide channels and arrangements for inside and Sqm 3747.07 3784.54 Hundred EightyFour Paise

outside locking with push-pull operation complete but excluding the cost FiftyFour Only

of hood cover and spring. (B) Shutters having width above 3.5 M.

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

Rupees Six Hundred ThirtySeven

381 11007 make for rolling shutters. Each 630.91

Paise TwentyTwo Only

Providing and fixing Hood cover for rolling shutters (A) Shutters Rupees One Hundred

382 11008A having width below 3.5 meters Rmt 120.03 121.23 TwentyOne Paise TwentyThree

SOR-24-25 Page 57 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing Hood cover for rolling shutters (B) Shutters having

Rupees One Hundred TwentySix

383 11008B width 3.5 meters and above Rmt 125.47

Paise SeventyTwo Only

Fixing standard steel Doors, windows and ventilatos inwalls with 16 x

3.15 mm longs 10 cm. long embeded in Cement Concrete block 15 x Rupees Two Hundred

384 11009 10 x 10 of 1:3:6 (1- Cement : 3-coarse sand : 6-graded stone aggregate of Sqm 247.2 249.67 FourtyNine Paise SixtySeven

20mm size ) cost for supply of door/ window/ ventilators shall be paid Only

Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to

shape with hooked ends to R.C.C. slabs curing, laying including painting Rupees One Hundred ThirtySix

the exposed portion of loops, all as per standard design complete. Paise SeventyFive Only

Extra over rate of item 20 for providing and fixing M.S. fan clamps type-

386 11011 II as per standard design in R.C.C. beams during laying towards Cm Height 1.49 1.5 Rupee One Paise Fifty Only

additional height of the clamp due to beam rib.

Providing and fixing M.S. round holding down or anchor bolts with

387 11012 Kg 55.05 55.6 Rupees FiftyFive Paise Sixty Only

nuts and washer plates complete.

Providing and fixing EZ-7 section door/window frame including Rupees Two Thousand Three

388 11013 welding and fixtures fastenings including 3 coats of approved enamel oil Sqm 2294.19 2317.13 Hundred Seventeen Paise

paint etc complete. Thirteen Only

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 127mm x 38.10mm x 1.35mm @wt.

1.384kg/m, horizontal Four track member size 122.20mm x 31.75mm x

1.10mm@ wt 1.205 kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @1.398 kg/mt with sliding shutters of horizontal Rupees Two Thousand One

389 11026 member size 40mm x 18mm x 1.29mm@ 0.456kg/mt ,vertical Sqm 2119.14 2140.33 Hundred Fourty Paise

member of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt with 5 mm ThirtyThree Only

thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to

frame as per details etc complete for window.

SOR-24-25 Page 58 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt , horizontal Three track member size 92mm x 31.75mm x 1.30mm,@

Wt.1.07 Kg/mt , vertical member of size 92mm x 31.75mm x 1.50mm @

Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 Rupees One Thousand Five

390 11027 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size Sqm 1568.27 1583.95 Hundred EightyThree Paise

40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm thick NinetyFive Only

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to

frame as per details etc

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg /

Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm

@ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x

1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member

Rupees One Thousand Seven

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of

391 11028 Sqm 1696.73 1713.7 Hundred Thirteen Paise Seventy

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt.

Kg/mt with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc complete for

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour

Rupees One Thousand Three

anodized alluminium frame with 5 mm thick transparent bronze colour

392 11029 Sqm 1288.93 1301.82 Hundred One Paise EightyTwo

tinted float glass with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc complete

Providing and fixing standared extruded of alluminium section of

Rupees One Thousand One

size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour

393 11030 Sqm 1163.92 1175.56 Hundred SeventyFive Paise

anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

SOR-24-25 Page 59 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour

Rupees One Thousand Five

394 11031 anodized alluminium frame with 5 mm thick transparent bronze Sqm 1509.9

Hundred TwentyFive Only

colour tinted float glass as details etc complete for Fix window.

Providing and fixing extruded aluminum window having

extruded aluminum Colour Powder Coated section frame main outer

size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt, horizontal

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

1.205 Kg/mt,vertical member of size 122.20mm x 31.75mm x

Rupees Two Thousand One

1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal

395 11032 Sqm 2119.14 2140.33 Hundred Fourty Paise

member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

ThirtyThree Only

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

0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc

complete for window.

Providing and fixing window having extruded aluminum Colour Powder

Coated section frame main outer size 95mm x 24mm x 1.17mm @

wt.of 0.738 Kg/mt, horizontal Three track member size 92mm x

31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical member of size 92mm x

31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt with sliding shutters of horizontal

Rupees One Thousand Five

member size 40 mmx18mm x1.29mm @ wt.of

396 11033 Sqm 1576.11 1591.87 Hundred NinetyOne Paise

0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @

EightySeven Only

wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc

SOR-24-25 Page 60 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing window having extruded aluminum Colour Powder

Coated section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt

1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of Rupees One Thousand Seven

397 11034 horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, Sqm 1688.78 1705.67 Hundred Five Paise SixtySeven

vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt Only

with 5 mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour

Rupees One Thousand Two

Powder Coated alluminium frame with 5 mm thick transparent

398 11035 Sqm 1278.03 1290.81 Hundred Ninety Paise EightyOne

bronze colour tinted float glass with colour anodized alluminium

frame for ventilation with 5 mm thick frosted glass as details etc

complete for. window

Providing and fixing standared extruded of alluminium section of

Rupees One Thousand One

size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour

399 11036 Sqm 1163.92 1175.56 Hundred SeventyFive Paise

Powder Coated alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Rupees One Thousand Eight

400 11037 Powder Coated alluminium frame with 5 mm thick transparent bronze Sqm 1815.14 1833.29 Hundred ThirtyThree Paise

colour tinted float glass as details etc complete for Fix window. TwentyNine Only

Fixing Metallic tower bolts of sizes with necessary screws etc. complete Rupees FiftyTwo Paise

(Tower bolts and screws to be paid under separate items) SixtySeven Only

Fixing Metallic flush bolts of sizes with necessary screws etc. complete

402 12002 Each 10.5 10.61 Rupees Ten Paise SixtyOne Only

(Flush bolts and screws to be paid under separate items)

Fixing metallic or plastic door handles of sizes with necessary screws

Rupees Three Paise NinetyFour

403 12003 etc. complete (Door haldles and screws to be paid under separate Each 3.9

Fixing metallic gate and shutter hooks and eyes of size (Hoks and eyes to Rupees Three Paise NinetyFour

be paid under seperate items) Only

SOR-24-25 Page 61 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Fixing metallic door latches of sizes with necessary screws etc. complete

405 12005 (Door latches and screws to be paid under separate items) Each 6.96 7.03 Rupees Seven Paise Three Only

Fixing metallic mortice night latches with necassary screws including

making necessary holes in wooden door shutter etc. complete (Mortice Rupees NinetyNine Paise

night latches and screw to be paid under separate items) FiftyFour Only

Fixing metallic ball catchers 10mm dia. (Ball catchers to be paid under Rupees Eight Paise TwentyOne

separate item) Only

Fixing metallic casement window fasteners with necessary screws etc.

Rupees Six Paise ThirtyFour

408 12008 complete (casement window fasteners and screws to be paid under Each 6.28

separate items)

Fixing metallic casement stays of size with necessary screws etc.

Rupees Six Paise ThirtyFour

409 12009 complete (casement stays and screws to be paid under separate items) Each 6.28

Fixing metallic cup board or wardrobe locks of sizes with necessary

Rupees NinetyNine Paise

410 12010 screws etc.complete (Locks and screws to be paid separately) Each 98.55

Fixing metallic or plastic cupboard or handrobe knobs of sizes with

Rupees Eight Paise TwentyOne

411 12011 necessary screws/ bolts etc. complete (knobs and screws / bolts to be Each 8.13

paid separately)

Fixing metallic floor door stoppers of sizes with rubber cushion screws

Rupees Four Paise FourtyFive

412 12012 etc. to suit shutter thickeness complete (Floor door stopper with rubber Each 4.41

cushion and screws to be paid under separate items)

Fixing metallic door handles or knobs for mortice locks with necessary

Rupees Three Paise NinetyFour

413 12013 screws etc. complete (Door handles /knobs and screws to be paid Each 3.9

Providing and fixing sheet glass, selected quality (Type-C) bedded in

Rupees One Thousand One

putty and fixed with wooden beading including the cost of wooden

414 13001A Sqm 1183.8 1195.64 Hundred NinetyFive Paise

beadings of first class teakwood and necessary cutting of glass. (1) 5 mm

Providing and fixing sheet glass, selected quality (Type-C) bedded in

Rupees One Thousand Two

putty and fixed with wooden beading including the cost of wooden

415 13001B Sqm 1212.71 1224.84 Hundred TwentyFour Paise

beadings of first class teakwood and necessary cutting of glass. (2) 6 mm

EightyFour Only

SOR-24-25 Page 62 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and fixing rough cast wired glass, 6mm thick bedded in putty

and fixed with wooden beading including the cost of wooden beadings of Rupees Five Hundred SixtyFour

Indian teak wood and necessary cutting of glass. (C) Wired - figured Paise EightyFive Only

Providing and fixing sheet glass ordinary quality bedded in putty and

Rupees One Thousand One

fixed with wooden beadings including the cost of wooden beadings of

417 13003A Sqm 1185.19 1197.04 Hundred NinetySeven Paise Four

first-class teak wood and necessary cutting of glass. (3) 3mm thick

Providing and fixing sheet glass ordinary quality bedded in putty and

Rupees One Thousand Two

fixed with wooden beadings including the cost of wooden beadings of

418 13003B Sqm 1207.2 1219.27 Hundred Nineteen Paise

first-class teak wood and necessary cutting of glass. (4) 4mm thick

TwentySeven Only

Extra for using ground glass (frosted or obscured on one side) instead of Rupees ThirtyEight Paise

plain glass. TwentyNine Only

Deduct for difference in cost of meterials and labour involved in method

Rupees Four Hundred

420 13005 of glazing if changed in item No. 13 (A) Front and back puttied and Sqm 471.74

SeventySix Paise FourtySix Only

sprigged or fixed with glazing pins

Grinding, Polishing and rounding of edges of glass or glazing sheets. Rupees Twenty Paise

EightyEight Only

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm thick

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

10 mm and down gauge) and top layer 10mm thick with white, black or

Rupees Eight Hundred Ten Paise

422 14001AA white and blak marble cihps of required sizes from 1mm to 4mm nominal Sqm 802.54

FiftySeven Only

size laid in cement marble powder mix 3:1 (3- Cement : 1-Marble powder

by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (A)

Dark shade pigment with ordinary cement (In top layer only)

SOR-24-25 Page 63 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm thick

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

10 mm and down gauge) and top layer 10mm thick with white, black or Rupees Nine Hundred

423 14001BA white and blak marble cihps of required sizes from 1mm to 4mm nominal Sqm 934.61 943.96 FourtyThree Paise NinetySix

size laid in cement marble powder mix 3:1 (3- Cement : 1-Marble powder Only

by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (B)

Light shade pigment with white cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm thick

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

10 mm and down gauge) and top layer 10mm thick with white, black or

white and blak marble cihps of required sizes from 1mm to 4mm nominal Rupees Six Hundred SixtyEight

size laid in cement marble powder mix 3:1 (3- Cement : 1-Marble powder Paise SixtyFour Only

by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (C)

Medium Shade pigment with approx 50% white cement and 50% ordinary

cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm thick

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

10 mm and down gauge) and top layer 10mm thick with white, black or

Rupees Seven Hundred FiftyTwo

425 14001DA white and blak marble cihps of required sizes from 1mm to 4mm nominal Sqm 744.98

Paise FourtyThree Only

size laid in cement marble powder mix 3:1 (3- Cement : 1-Marble powder

by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (D)

White cement without any pigment (In top layer only)

SOR-24-25 Page 64 SCH-B ARC 2026-27

Ref. SOR Aprroved Rate (SOR 2024-25)

Description Unit Rate Incl.

No Item Code SOR Rates Rate in Words

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm thick

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

10 mm and down gauge) and top layer 10mm thick with white, black or

Rupees Eight Hundred Ten Paise

426 14001EA white and blak marble cihps of required sizes from 1mm to 4mm nominal Sqm 802.54

FiftySeven Only

size laid in cement marble powder mix 3:1 (3- Cement : 1-Marble powder

by weight) in proportion of 4:7 (4-Cement :7-marble chips by volume) (E)

Light Shade pigment with ordinary cement (In top layer only.)

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and

polished to Granolithic finish top layer 6mm thick with white,black or

white and black marble chips of size from smallest to 4mm nominal

size laid in cement marble powder mix 3:1 (3- Cement : 1 marble powder

Rupees Six Hundred Thirteen

427 14002AA by weight) in proportion of 4:7 (4- cement marble powder mix : 7-marble Sqm 607.84