BUILDING WORK

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees One Hundred

1 04001A 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) cu.m

Seventeen Paise Eight Only

Loose or soft soil

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

2 04001B 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) cu.m 149.67 FourtyNine Paise SixtySeven

Dense or Hard soil Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Two Hundred FiftySix

3 04001C 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) cu.m

Paise Twelve Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Two Hundred SixtyFour

4 04001D 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) cu.m

Paise EightyTwo Only

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Five Hundred

5 04001E 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) cu.m

NinetySeven Paise Sixty Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees One Hundred

6 04002A 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 129.81 TwentyNine Paise EightyOne

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

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

Rupees One Hundred SixtyTwo

7 04002B 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise ThirtyEight Only

50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Two Hundred

8 04002C 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 273.54 SeventyThree Paise FiftyFour

50 Meter lead.(C) Hard Murrum Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Two Hundred

9 04002D 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 287.48 EightySeven Paise FourtyEight

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

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

Rupees Six Hundred Twenty

10 04002E 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise TwentyFour Only

50 Meter lead.(E) Hard Rock

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

Rupees One Hundred

11 04003A 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

FourtyTwo Paise FiftyTwo Only

50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out Rupees One Hundred

12 04003B 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 174.23 SeventyFour Paise

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

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out Rupees Two Hundred

13 04003C 0 and stacking of useful materials and disposing of the excavated stuff upto cu.m 285.73 EightyFive Paise SeventyThree

50 Meter lead.(C) Hard Murrum Only

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

Rupees Three Hundred Ten

14 04003D 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise Twelve Only

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

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

Rupees Six Hundred FourtyTwo

15 04003E 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise Ninety Only

50 Meter lead.(E) Hard Rock

Extra for additional depth more than 5.0 m for excavation for foundation

Rupees TwentyOne Paise

16 04004A 0 including sorting out and stacking of useful materials and disposing of the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

Rupees TwentyOne Paise

17 04004B 0 including sorting out and stacking of useful materials and disposing off the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

Rupees TwentyNine Paise Four

18 04004C 0 including sorting out and stacking of useful materials and disposing of the cu.m

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

Extra for additional depth more than 5.0 m for excavation for foundation

Rupees ThirtySeven Paise

19 04004D 0 including sorting out and stacking of useful materials and disposing off the cu.m

FourtyEight Only

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

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Extra for additional depth more than 5.0 m for excavation for foundation

Rupees ThirtySeven Paise

20 04004E 0 including sorting out and stacking of useful materials and disposing of the cu.m

FourtyEight Only

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

Add extra for Disposing off the excavated stuff of above items for lead of (A) Rupees Seventeen Paise

50 m to 100 m FourtyFive Only

Add extra for Disposing off the excavated stuff of above items for lead of (B) Rupees ThirtyFour Paise

100 m to 200 m NinetyOne Only

Add extra for Disposing off the excavated stuff of above items for lead of (C) Rupees FiftyTwo Paise

200 m to 300 m ThirtySix Only

Add extra for Disposing off the excavated stuff of above items for lead of (D) Rupees SeventySeven Paise

300 m to 400 m FiftySeven Only

Rupees One Hundred

Add extra for Disposing off the excavated stuff of above items for lead of (E)

25 04005E 0 cu.m 129.28 TwentyNine Paise TwentyEight

Filling available excavated earth (excluding rock) in trenches. plinth, sides

Rupees One Hundred Thirty

26 4006 4.12 of foundations etc. in layers not exceeding 20 cm. in depth consolidating each cu.m

Paise ThirtyNine Only

disposited layer by ramming and watering.

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

consolidating and dressing complete Paise Nineteen Only

Rupees Two Hundred

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

28 04008A 0 cu.m 273.96 SeventyThree Paise NinetySix

thickness including watering, ramming and consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness Rupees Six Hundred Paise

including watering, remming and consolidating etc. complete. FiftySix Only

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

Rupees One Thousand

30 04010A 4.27 soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter Each

SixtyOne Paise Four Only

for following diameter of pipes.(i)200 mm

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the Rupees One Thousand Two

31 04010B 4.27 soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter Each 1270.11 Hundred Seventy Paise Eleven

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

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the Rupees One Thousand Four

32 04010C 4.27 soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter Each 1486.14 Hundred EightySix Paise

for following diameter of pipes.(iii) 300 mm Fourteen Only

Rupees Four Hundred

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

33 04011A 4.28 Each 423.37 TwentyThree Paise

Diameter.(i) 200 mm

ThirtySeven Only

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

Diameter.(iii) 300 mm Paise FourtyFour Only

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

made deeper or shallower than 3.5M. for Piles of following diameter.(i) 200 mm FiftyFive Paise FourtyTwo Only

Rupees Four Hundred

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

36 04012B 4.29 Each 473.89 SeventyThree Paise EightyNine

made deeper or shallower than 3.5M. for Piles of following diameter.(ii) 250 mm

Rupees Five Hundred

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

37 04012C 4.29 Each 531.39 ThirtyOne Paise ThirtyNine

made deeper or shallower than 3.5M. for Piles of following diameter.(iii) 300 mm

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Two Hundred Three

38 04B001A 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) cu.m

Paise EightyThree Only

Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Two Hundred SixtyOne

39 04B001B 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) cu.m

Paise SeventyThree Only

Dense or Hard soil

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

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

40 04B001C 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) cu.m 447.54 FourtySeven Paise FiftyFour

Hard Murrum Only

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Five Hundred Seven

41 04B001D 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) cu.m

Paise FiftyThree Only

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including sorting out and stacking

Rupees Nine Hundred SixtyOne

42 04B001E 0 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) cu.m

Paise ThirtyFour Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Two Hundred

43 04B002A 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 224.95 TwentyFour Paise NinetyFive

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

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Two Hundred

44 04B002B 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 282.85 EightyTwo Paise EightyFive

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

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Four Hundred

45 04B002C 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 479.21 SeventyNine Paise TwentyOne

50 Meter lead.(C) Hard Murrum Only

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

Rupees Five Hundred

46 04B002D 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

TwentyNine Paise Four Only

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

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out Rupees Nine Hundred

47 04B002E 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 998.85 NinetyEight Paise EightyFive

50 Meter lead.(E) Hard Rock Only

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

Rupees Two Hundred FourtySix

48 04B003A 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

50 Meter lead.(A) Loose or soft soil

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

Rupees Three Hundred Three

49 04B003B 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise NinetySeven Only

50 Meter lead.(B) Dense or Hard soil

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

Rupees Five Hundred Paise

50 04B003C 0 and stacking of useful materials and disposing of the excavated stuff upto cu.m

ThirtyThree Only

50 Meter lead.(C) Hard Murrum

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

Rupees Five Hundred Seventy

51 04B003D 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m

Paise EightyFive Only

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

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out Rupees One Thousand

52 04B003E 0 and stacking of useful materials and disposing off the excavated stuff upto cu.m 1036.37 ThirtySix Paise ThirtySeven

50 Meter lead.(E) Hard Rock Only

Providing and laying in foundation and plinth / under floors lime concrete with Rupees Two Thousand Seven

53 05001A 5.1.6 hand broken stone aggregates 40mm nominal size and 40% mortar comprising of cu.m 2766.39 Hundred SixtySix Paise

1-Lime putty : 2-Fine sand and curing complete excluding cost of formwork. ThirtyNine Only

Providing and laying in foundation and plinth / under floors lime concrete with Rupees Two Thousand Seven

54 05002A 5.1.8 graded brick aggregates 40 mm nominal size and 40% mortar comprising of 1- cu.m 2718.06 Hundred Eighteen Paise Six

Limeputty : 2-Fine sand and curing completeexcluding cost of formwork. Only

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand Rupees Two Thousand Nine

55 05003A 5.3.2 broken stone aggregates 40 mmnominal size) and curing complete excluding cost cu.m 2980.90 Hundred Eighty Paise Ninety

of formwork in (A) Foundation and Plinth Only

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand Rupees Two Thousand Six

56 05004A 5.3.3 broken stone aggregates 40 mm nominal size) and curing complete excluding cost cu.m 2655.36 Hundred FiftyFive Paise

of formwork in (A) Foundation and Plinth ThirtySix Only

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Rupees Three Thousand Nine

57 05005A 5.3.14 crushed stone aggregates 20 mm nominal size) and curing complete including cost cu.m 3925.77 Hundred TwentyFive Paise

of formwork in (A) Wall Caps / Coping SeventySeven Only

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- Rupees Two Thousand Four

58 05006A 5.3.4 hand broken stone aggregates 40 mm nominal size) and curing complete excluding cu.m 2492.58 Hundred NinetyTwo Paise

cost of formwork in (A) Foundation and Plinth FiftyEight Only

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Rupees Two Thousand Nine

59 05007A 5.3.2 Graded brick bat aggregate 40mm normal size) and curing complete excluding cost cu.m 2948.82 Hundred FourtyEight Paise

of formwork in (A) Foundation and Plinth EightyTwo Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand : 8- Rupees Two Thousand Six

60 05008A 5.3.3 Graded Brick bats aggregate 40mm normal size) and curing complete excluding cu.m 2623.26 Hundred TwentyThree Paise

cost of formwork in (A) Foundation and Plinth TwentySix Only

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded Rupees Two Thousand Four

61 05009A 5.3.8 brick bat aggregates 40mm nominal size) and curing complete excluding cost of cu.m 2444.39 Hundred FourtyFour Paise

formwork in (A) Foundation and Plinth ThirtyNine Only

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

62 05010AA 5.3.13 graded stone aggregates 20 mm nominal size) and curing complete excluding cost cu.m 3583.82 Hundred EightyThree Paise

of formwork in (A) Foundation and Plinth EightyTwo Only

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

63 05010BA 5.3.13 graded stone aggregates 20 mm nominal size) and curing complete excluding cost cu.m 3583.82 Hundred EightyThree Paise

of formwork in (B)Independent piers, columns, and pillars, upto floor two level EightyTwo Only

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

Rupees Three Thousand Eight

graded stone aggregates 20 mm nominal size) and curing complete excluding cost

64 05011AA 5.4.1 cu.m 3848.68 Hundred FourtyEight Paise

of formwork and reinforcement for reinforced concrete work in (A) Foundations,

SixtyEight Only

Providing or columns

and laying cement and Mass concrete

concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4-

Rupees Three Thousand Nine

graded stone aggregates 20 mm nominal size) and curing complete excluding cost

65 05011BA 5.4.1 cu.m 3938.51 Hundred ThirtyEight Paise

of formwork and reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconis

Providing and laying , Lintels,

cementBeams, Girders

concrete work and

1:2:4Cantilever

: 2-floor twosand

Coarse level.: 4-

Rupees Three Thousand Nine

graded stone aggregates 20 mm nominal size) and curing complete excluding cost

66 05011DA 5.4.1 cu.m 3938.51 Hundred ThirtyEight Paise

of formwork and reinforcement for reinforced concrete work in (D) Columns,

Providing andand struts

laying upto concrete

cement floor two work

level.1:2:4 (1- Cement : 2- Coarse sand : 4-

Rupees Four Thousand Seven

graded stone aggregates 20 mm nominal size) and curing complete excluding cost

67 05011EA 5.4.1 cu.m 4707.40 Hundred Seven Paise Fourty

of formwork and reinforcement for reinforced concrete work in (E)Staircases

Providing landing upto

laying floor two

cement level work 1:2:4 (1- Cement : 2- Coarse sand : 4-

Rupees Four Thousand One

graded stone aggregates 20 mm nominal size) and curing complete excluding cost

68 05011KA 5.4.1 cu.m 4169.46 Hundred SixtyNine Paise

of formwork and reinforcement for reinforced concrete work in (K)Vertical and

Providing its laying

upto floor twoconcrete

cement level. 1:2:4 (1- Cement : 2- Coarse sand : 4-

Rupees Six Thousand Four

graded stone aggregates 20 mm nominal size) for reinforced concrete Chhajjas

69 05012A 5.4.4 cu.m 6437.85 Hundred ThirtySeven Paise

not exceeding 10cm. thickness upto floor two level including finishing the exposed

EightyFive Only

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

Providing Mild Steel reinfircement for R.C.C. work including bending binding, and Rupees Sixty Paise FiftyEight

placing in position complete upto floor two level. Only

Providing H.Y.S.D. Bar reinforcement for R.C.C. work including bending, binding Rupees SixtyTwo Paise Eighty

and placing in position complete upto floor two level Only

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, Rupees SixtySeven Paise

binding and placing in position complete upto floor two level TwentySix Only

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, Rupees SeventySix Paise

binding and placing in position complete upto floor two level TwentyOne Only

Extra for additional lift of concrete for all R.C.C. work above floor two level Rupees ThirtyNine Paise Eleven

excluding cost of reinforcment Only

75 05016A 5.4.13A Extra for additional lift of reinforcing steel for all R.C.C. work above floor two level. kg 1.00 Rupee One Only

Rupees One Hundred

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

76 5017 5.4.16 Sqm 138.82 ThirtyEight Paise EightyTwo

cement mortar 1:3 (1-Cement : 3- Fine sand)

77 5018 5.4.18 Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rmt 41.00 Rupees FourtyOne Only

Extra for providing and mixing water proofing material in Cement concrete in mix Kg per Rupees FourtyNine Paise

proportion recommended by the manufacturers. Quintal Sixteen Only

Providing and laying controlled cement concrete M.150 for curing complete Rupees Four Thousand

79 05023BA 5.8.1 excluding cost of formwork and reinforcement for reinforced concrete work in (B) cu.m 4069.27 SixtyNine Paise TwentySeven

Walls, from top of foundation level upto floor two level Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and laying controlled cement concrete M.150 for curing complete

Rupees Four Thousand

excluding cost of formwork and reinforcement for reinforced concrete work in (C)

80 05023CA 5.8.1 cu.m 4045.21 FourtyFive Paise TwentyOne

Slabs, landing, shelves, Balconies, Lintels, Beams, Girders and Cantilever upto

floor two level

Providing and laying controlled cement concrete M.150 for curing complete Rupees Four Thousand One

81 05023DA 5.8.1 excluding cost of formwork and reinforcement for reinforced concrete work in (D) cu.m 4144.03 Hundred FourtyFour Paise

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

Providing and laying controlled cement concrete M.150 for curing complete Rupees Five Thousand

82 05023EA 5.8.1 excluding cost of formwork and reinforcement for reinforced concrete work in (E) cu.m 5059.83 FiftyNine Paise EightyThree

Staircases excluding landing upto floor two level Only

Providing and laying controlled cement concrete M.150 for curing complete

Rupees Four Thousand Four

83 05023KA 5.8.1 excluding cost of formwork and reinforcement for reinforced concrete work in (K) cu.m

Hundred TwentyNine Only

Vertical and Horizontial its upto floor two level.

Providing and laying controlled cement concrete M.200 and curing complete Rupees Three Thousand Eight

84 05024AA 5.8.2 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 3898.39 Hundred NinetyEight Paise

(A) Foundations, footings, Base of columns and Mass concrete ThirtyNine Only

Providing and laying controlled cement concrete M.200 and curing complete Rupees Four Thousand Four

85 05024BA 5.8.2 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4409.74 Hundred Nine Paise

(B) Walls, from top of foundation level upto floor two level SeventyFour Only

Providing and laying controlled cement concrete M.200 and curing complete

Rupees Four Thousand Three

excluding the cost of formwork and reinforcement for reinforced concrete work in

86 05024CA 5.8.2 cu.m 4385.69 Hundred EightyFive Paise

(C) Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever

upto floor two level.

Providing and laying controlled cement concrete M.200 and curing complete Rupees Four Thousand Four

87 05024DA 5.8.2 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4484.51 Hundred EightyFour Paise

(D) Columns, Pillars posts and struts upto floor two level. FiftyOne Only

Providing and laying controlled cement concrete M.200 and curing complete Rupees Five Thousand Three

88 05024EA 5.8.2 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 5353.83 Hundred FiftyThree Paise

(E) Staircases excluding landing upto floor two level EightyThree Only

Providing and laying controlled cement concrete M.200 and curing complete Rupees Four Thousand Six

89 05024KA 5.8.2 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4629.69 Hundred TwentyNine Paise

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

Providing and laying controlled cement concrete M.250 and curing complete Rupees Four Thousand One

90 05025AA 5.8.3 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4170.49 Hundred Seventy Paise

(A) Foundations, footings, Base of columns and Mass concrete. FourtyNine Only

Providing and laying controlled cement concrete M.250 and curing complete Rupees Four Thousand Four

91 05025BA 5.8.3 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4455.15 Hundred FiftyFive Paise Fifteen

(B) Walls, from top of foundation level upto floor two level Only

Providing and laying controlled cement concrete M.250 and curing complete

Rupees Four Thousand Four

excluding the cost of formwork and reinforcement for reinforced concrete work in

92 05025CA 5.8.3 cu.m 4431.10 Hundred ThirtyOne Paise Ten

(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto

floor two level.

Providing and laying controlled cement concrete M.250 and curing complete Rupees Four Thousand Five

93 05025DA 5.8.3 excluding the cost of formwork and reinforcement for reinforced concrete work in cu.m 4529.92 Hundred TwentyNine Paise

(D) Columns, Pillars posts and struts, upto floor two level. NinetyTwo Only

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

Rupees Eight Thousand Three

graded stone aggregates 20 mm nominal size) and finishing smooth with curing

94 05026A 0 cu.m 8355.04 Hundred FiftyFive Paise Four

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

Providing for R.C.C

and Laying work in

ordinary (i) Slabs

cement upto 8cm

concrete thickness

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

Rupees Seven Thousand Four

graded stone aggregates 20 mm nominal size) and finishing smooth with curing

95 05026B 0 cu.m 7475.61 Hundred SeventyFive Paise

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

Providing for R.C.C

and Laying work in

ordinary (ii) Slabs

cement having1:2:4

concrete more(1-than 8 cm 2-

Cement and upto

coarse sand : 4-

Rupees Six Thousand Eight

graded stone aggregates 20 mm nominal size) and finishing smooth with curing

96 05026C 0 cu.m 6888.15 Hundred EightyEight Paise

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

Providing for R.C.C

and Laying work in

ordinary (iii) Slabs

cement having1:2:4

concrete more(1-than 10 cm2-and

Cement uptosand

Rupees Six Thousand Three

graded stone aggregates 20 mm nominal size) and finishing smooth with curing

97 05026D 0 cu.m 6304.20 Hundred Four Paise Twenty

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

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

Providing and Laying controlled cement concrete M.150 and finishing smooth with Rupees Eight Thousand Four

98 05027A 0 curing etc. complete including the cost of formwork but excluding the cost of cu.m 8463.69 Hundred SixtyThree Paise

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

Providing and Laying controlled cement concrete M.150 and finishing smooth with

Rupees Seven Thousand Five

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

99 05027B 0 cu.m 7584.25 Hundred EightyFour Paise

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

TwentyFive Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and Laying controlled cement concrete M.150 and finishing smooth with

Rupees Six Thousand Seven

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

100 05027C 0 cu.m 6771.66 Hundred SeventyOne Paise

reinforsement for R.C.C work in (iii) Slabs having more than 10 cm and upto 13 cm.

thickness and Laying controlled cement concrete M.150 and finishing smooth with

Rupees Six Thousand Four

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

101 05027D 0 cu.m 6412.84 Hundred Twelve Paise

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

EightyFour Only

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

Rupees Nine Thousand Five

graded stone aggregates 20 mm nominal size) exposed work with curing etc.

102 05028A 0 cu.m 9542.05 Hundred FourtyTwo Paise Five

complete including the cost of formwork but excluding the cost of reinforsement

Providing worklaying

in (i) ordinary

Slabs upto 8cm thickness

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

Rupees Eight Thousand Four

graded stone aggregates 20 mm nominal size) exposed work with curing etc.

103 05028B 0 cu.m 8425.21 Hundred TwentyFive Paise

complete including the cost of formwork but excluding the cost of reinforsement

Providing worklaying

in (ii)ordinary

Slabs having more

cement than 8 1:2:4

concrete cm and (1-upto 10 cm.thickness

Cement 2- coarse sand : 4-

Rupees Seven Thousand Four

graded stone aggregates 20 mm nominal size) exposed work with curing etc.

104 05028C 0 cu.m 7454.03 Hundred FiftyFour Paise Three

complete including the cost of formwork but excluding the cost of reinforsement

Providing worklaying

in (iii)ordinary

cementmore than

concrete cm and

(1- Cement cm. thickness

coarse sand : 4-

Rupees Six Thousand Nine

graded stone aggregates 20 mm nominal size) exposed work with curing etc.

105 05028D 0 cu.m 6937.59 Hundred ThirtySeven Paise

complete including the cost of formwork but excluding the cost of reinforsement

for R.C.C work in (iv) Slabs having more than 13 cm and upto 15 cm.thickness

Providing and laying controlled cement concrete M.150 and exposed work with Rupees Nine Thousand Six

106 05029A 0 curing etc. complete including the cost of formwork but excluding the cost of cu.m 9650.69 Hundred Fifty Paise SixtyNine

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

Providing and laying controlled cement concrete M.150 and exposed work with

Rupees Eight Thousand Five

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

107 05029B 0 cu.m 8533.85 Hundred ThirtyThree Paise

reinforsement for R.C.Cwork in (ii) Slabs having more than 8 cm and upto

EightyFive Only

Providing and laying controlled cement concrete M.150 and exposed work with

Rupees Seven Thousand Five

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

108 05029C 0 cu.m 7501.90 Hundred One Paise Ninety

reinforsement for R.C.Cwork in (iii) Slabs having more than 10 cm and upto 13 cm.

thickness and laying controlled cement concrete M.150 and exposed work with

Rupees Seven Thousand

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

109 05029D 0 cu.m 7046.23 FourtySix Paise TwentyThree

reinforsement for R.C.Cwork in (iv) Slabs having more than 13 cm and upto

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

Rupees Ten Thousand Two

graded stone aggregates 20 mm nominal size) for R.C.C lintel including finishing

110 5030 0 cu.m 10219.39 Hundred Nineteen Paise

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

ThirtyNine Only

Providing reinforcement.

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

Rupees Eight Thousand Five

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

111 05031A1 0 cu.m 8593.80 Hundred NinetyThree Paise

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

Providing for R.C.C

and laying work cement

ordinary in (A) BEAMS :(i)1:2:4

concrete Having

(1-cross-sectional

Cement 2- coarseareasand

Rupees Seven Thousand Six

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

112 05031A2 0 cu.m 7665.60 Hundred SixtyFive Paise Sixty

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

Providing for R.C.C

and laying work cement

ordinary in (A) BEAMS :(ii)1:2:4

concrete Having

(1- cross-sectional

Cement 2- coarse area more

Rupees Six Thousand Five

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

113 05031A3 0 cu.m 6578.07 Hundred SeventyEight Paise

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

Providing for R.C.C

and laying work cement

ordinary in (A) BEAMS :(iii)1:2:4

concrete Having cross-sectional

(1- Cement area

Rupees Eleven Thousand Seven

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

114 05031B1 0 cu.m 11730.49 Hundred Thirty Paise

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

FourtyNine Only

Providing for R.C.C

and laying work cement

ordinary in (B) COLUMNS: (i) Having

concrete 1:2:4 cross-sectional

(1- Cement 2- coarsearea

Rupees Ten Thousand Five

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

115 05031B2 0 cu.m 10533.95 Hundred ThirtyThree Paise

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

NinetyFive Only

Providing for R.C.C

and laying work cement

ordinary in (B) COLUMNS: (ii) Having

concrete 1:2:4 cross-sectional

(1- Cement 2- coarsearea

Rupees Eight Thousand Six

graded stone aggregates 20 mm nominal size) and finishing smooth with,curing

116 05031B3 0 cu.m 8692.87 Hundred NinetyTwo Paise

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

EightySeven Only

Providing for R.C.C

and laying work cement

ordinary in (B) COLUMNS: (iii) Having cross-sectional

concrete M.150exposed area

work with curing

Rupees Ten Thousand Four

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

117 05032A1 0 cu.m 10443.06 Hundred FourtyThree Paise Six

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

Providing and laying controlled cement concrete M.150exposed work with curing

Rupees Nine Thousand One

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

118 05032A2 0 cu.m 9166.36 Hundred SixtySix Paise

reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more

Providing and upto

and laying 0.12 Sq.M

controlled cement concrete M.150exposed work with curing

Rupees Seven Thousand Six

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

119 05032A3 0 cu.m 7670.50 Hundred Seventy Paise Fifty

reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cross-sectional area more

than 0.12Sq.M and upto 0.18 Sq.M

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and laying controlled cement concrete M.150exposed work with curing

Rupees Thirteen Thousand

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

120 05032B1 0 cu.m 13298.67 Two Hundred NinetyEight

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

Paise SixtySeven Only

Providing and laying controlled cement concrete M.150exposed work with curing

Rupees Eleven Thousand Eight

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

121 05032B2 0 cu.m 11832.15 Hundred ThirtyTwo Paise

reinforcement for R.C.C. work in(B) COLUMNS:(ii) Having cross-sectional area

Providing 0.08laying

and upto 0.18 Sq.M

cement concrete M.150exposed work with curing

Rupees Nine Thousand Eight

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

122 05032B3 0 cu.m 9884.10 Hundred EightyFour Paise Ten

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

Providing 0.12Sq.M and upto

laying controlled Sq.M

cement concrete M.200 exposed work with curing

Rupees Ten Thousand Seven

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

123 05033A1 0 cu.m 10762.65 Hundred SixtyTwo Paise

reinforcement for R.C.C. work in(A) BEAMS :(i) Having cross-sectional area 0.05 to

0.08 Sq.Mand laying controlled cement concrete M.200 exposed work with curing

Rupees Nine Thousand Four

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

124 05033A2 0 cu.m 9485.95 Hundred EightyFive Paise

reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more

NinetyFive Only

Providing and upto

and laying 0.12 Sq.M

controlled cement concrete M.200 exposed work with curing

Rupees Seven Thousand Nine

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

125 05033A3 0 cu.m 7990.09 Hundred Ninety Paise Nine

reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cross-sectional area more

Providing and upto

and laying 0.18 Sq.M

controlled cement concrete M.200 exposed work with curing

Rupees Thirteen Thousand

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

126 05033B1 0 cu.m 13913.61 Nine Hundred Thirteen Paise

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

Providing and laying controlled cement concrete M.200 exposed work with curing

Rupees Twelve Thousand Four

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

127 05033B2 0 cu.m 12447.09 Hundred FourtySeven Paise

reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional area

Providing 0.08 Sq.Mcontrolled

laying and upto cement

0.18 Sq.Mconcrete M.200 exposed work with curing

Rupees Ten Thousand Two

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

128 05033B3 0 cu.m 10203.70 Hundred Three Paise Seventy

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

Providing 0.12Sq.M and upto

laying controlled Sq.M

cement concrete M.250 exposed work with curing

Rupees Ten Thousand Eight

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

129 05034A1 0 cu.m 10824.26 Hundred TwentyFour Paise

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

Providing and laying controlled cement concrete M.250 exposed work with curing

Rupees Nine Thousand Five

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

130 05034A2 0 cu.m 9547.56 Hundred FourtySeven Paise

reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more

Providing and upto

and laying 0.12 Sq.M

controlled cement concrete M.250 exposed work with curing

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

reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cross-sectional area more FiftyOne Paise Seventy Only

Providing and upto

and laying 0.18 Sq.M

controlled cement concrete M.250 exposed work with curing

Rupees Fourteen Thousand

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

132 05034B1 0 cu.m 14195.25 One Hundred NinetyFive Paise

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

TwentyFive Only

Providing and laying controlled cement concrete M.250 exposed work with curing

Rupees Twelve Thousand Six

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

133 05034B2 0 cu.m 12638.94 Hundred ThirtyEight Paise

reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional area

NinetyFour Only

Providing 0.08laying

and upto 0.18 Sq.M

cement concrete M.250 exposed work with curing

Rupees Ten Thousand Two

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

134 05034B3 0 cu.m 10265.31 Hundred SixtyFive Paise

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

Providing 0.12Sq.M and

applying upto 0.18 Sq.M

anticarrasive treatment with polymer base materials to

Rupees Four Thousand One

the steel rainfarcement including descaling the dust and applying the preventive

135 5035 0 MT 4134.59 Hundred ThirtyFour Paise

coating of approved make (for the R.C.C. structures near coastal area only) etc

Providing and fixing in expansion joint 100 mm thick expansion joint board of best Rupees Two Thousand Nine

136 5047 quality and approved make including cutting to required size and shape at all Sqm 2982.06 Hundred EightyTwo Paise Six

levels etc. complete as directed. Only

Providing and laying and fixing 50 mm thick expansion joint by hydro cell semi rigid Rupees One Thousand Four

137 5048 UV resistance with high performance laminated closed cell polythene foam joint Sqm 1491.03 Hundred NinetyOne Paise

filler in sheet foam as directed, etc. complete. Three Only

Providing and laying and fixing 25 mm thick expansion joint by hydro cell semi rigid

Rupees Seven Hundred

138 5049 UV resistance with high performance laminated closed cell polythene foam joint Sqm

FourtyFive Paise FiftyOne Only

filler in sheet foam as directed, etc. complete.

Applying and providing Expansion joint sealing System on 100 mm vide joint

including cleaning of exansion joint by mechanical means provision of adhesive Rupees Four Thousand Seven

and flexible membrane with required bond length as per menufracturer Hundred SeventyTwo Only

specification and 4mm thick alluminium strip covering with one side sloted and

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and filling the expansion joint by polymer confirm to BS 4254-1983 as

per required shade and specifi-cation by making groove of 50 mm x 12.5 mm Rupees Five Hundred Fifteen

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

foreign materials

Providing including

and filling applyingjoint

the expansion primer and fillingconfirm

by polymer requiredtosize (oversize ofas

Rupees Two Hundred

per required shade and manufactured specifi-cation by making groove of 25 mm x

141 5052 Sqm 273.68 SeventyThree Paise SixtyEight

12.5 mm lather by cutting or by repairing groove and removing mortar drop or any

other foreign materials including applying primer and filling required size (oversize

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

Rupees One Thousand

142 5053 existing expansion joint horizontally & vertically with all material, hardware, Sqm

FiftyFour Paise ThirtyFour Only

acessories & fittings etc completed.

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

Rupees Three Thousand Seven

cement conctere work , using cement content as per approved Design Mix

143 5054 cu.m 3702.84 Hundred Two Paise EightyFour

manufactured in fully automatic batching plant and transported to site of work in

Providing andfor a lead

laying up to 10 kms

in position Readyhaving

Mixedcontinuous

M-200 grade agitated mixer,

concrete for reinforced

Rupees Four Thousand Seven

cement conctere work , using cement content as per approved Design Mix

144 5055 cu.m 4721.16 Hundred TwentyOne Paise

manufactured in fully automatic batching plant and transported to site of work in

Providing andfor a lead

laying up to 10 kms

in position Readyhaving

Mixedcontinuous

M-250 grade agitated mixer,

concrete for reinforced

Rupees Four Thousand Seven

cement conctere work , using cement content as per approved Design Mix

145 5056 cu.m 4791.62 Hundred NinetyOne Paise

manufactured in fully automatic batching plant and transported to site of work in

Providing andfor a lead

laying up to 10 kms

in position Readyhaving

Mixedcontinuous

M-300 grade agitated mixer,

concrete for reinforced

Rupees Four Thousand Nine

cement conctere work , using cement content as per approved Design Mix

146 5057 cu.m 4983.62 Hundred EightyThree Paise

manufactured in fully automatic batching plant and transported to site of work in

Providing andfor a lead

laying up to 10 kms

in position Readyhaving

Mixedcontinuous

M-350 grade agitated mixer,

concrete for reinforced

Rupees Five Thousand

cement conctere work , using cement content as per approved Design Mix

147 5058 cu.m 5081.87 EightyOne Paise EightySeven

manufactured in fully automatic batching plant and transported to site of work in

Providing andfor a lead up

applying antitocarbonation,

10 kms havinganticontinuous

fading, moldagitated mixer,

resistant, heat

insulating, and 100% acrylic breathable decorative external waterproof coating of Rupees One Hundred Fifteen

approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute Paise ThirtyTwo Only

Providing product

fixingwith I part of water)

premoulded 18 to 30filler

compressible sec.board

black colourand Sp.

confirming to MoRT&H Specifications (Clause 1015), having minimum density Rupees Five Hundred

95kg/cum, non-staining with less than 1% water absorption & compression EightyFive Paise Sixty Only

fixing as per specification

premoulded compressiblefor 12board

filler mm wide expansion

in black colour joint

Rupees Seven Hundred

confirming to MoRT&H Specifications (Clause 1015), having minimum density

150 5061 Sqm 796.67 NinetySix Paise SixtySeven

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

fixing as per specification

premoulded compressiblefor 20board

filler mm wide expansion

in black colour joint

Rupees One Thousand Three

confirming to MoRT&H Specifications (Clause 1015), having minimum density

151 5062 Sqm 1324.37 Hundred TwentyFour Paise

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

ThirtySeven Only

applying the as per specification

elastomeric for 40two

joint sealant mmcomponent,

wide expansionhighjoint

performance polysulfide formulation conforming to BS:4254 and ASTM C 920 Rupees One Hundred

having weathering resistance to ultra-violet rays and shall exhibit shore A hardness SeventySix Paise SixtyFive Only

Providing haveapplying

movement the accommodation

elastomeric jointfactor

sealant25% including

two component,usinghigh

performance polysulfide formulation conforming to BS:4254 and ASTM C 920 Rupees Two Hundred FiftyFive

having weathering resistance to ultra-violet rays and shall exhibit shore A hardness Paise Sixty Only

of 25 and have movement accommodation factor 25% including using of

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Three

154 06001AA 6.12 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement cu.m 4388.47 Hundred EightyEight Paise

: 5 -fine sand)(A) Modular FourtySeven Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand

155 06001BA 6.12 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement cu.m 4051.78 FiftyOne Paise SeventyEight

: 5 -fine sand)(B) Conventional Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Eight

156 06001CA 6.12 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement cu.m 4879.51 Hundred SeventyNine Paise

: 5 -fine sand)(C) Fly Ash Bricks FiftyOne Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Two

157 06002AA 6.13 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement cu.m 4284.12 Hundred EightyFour Paise

: 6 -fine sand)(A) Modular Twelve Only

Brick work using common burnt clay building bricks having crushing strength not

Rupees Four Thousand

158 06002BA 6.13 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement cu.m

TwentyOne Paise Two Only

: 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Seven

159 06002CA 6.13 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement cu.m 4772.86 Hundred SeventyTwo Paise

: 6 -fine sand)(C) Fly Ash Bricks EightySix Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand One

160 06003AA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement cu.m 4175.88 Hundred SeventyFive Paise

: 8 -fine sand)(A) Modular EightyEight Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Three Thousand Eight

161 06003BA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement cu.m 3897.32 Hundred NinetySeven Paise

: 8 -fine sand)(B) Conventional ThirtyTwo Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Six

162 06003CA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:8 (1- Cement cu.m 4677.87 Hundred SeventySeven Paise

: 8 -fine sand)(C) Fly Ash Bricks EightySeven Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand One

163 06004AA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 4185.41 Hundred EightyFive Paise

putty :1.5 -fine sand)(A) Modular FourtyOne Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Three Thousand Nine

164 06004BA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 3908.22 Hundred Eight Paise

putty :1.5 -fine sand)(B) Conventional TwentyTwo Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Six

165 06004CA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1:1.5 (1- Lime cu.m 4649.54 Hundred FourtyNine Paise

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

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand One

166 06005AA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m 4166.22 Hundred SixtySix Paise

putty : 2 -fine sand)(A) Modular TwentyTwo Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Three Thousand Eight

167 06005BA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m 3886.29 Hundred EightySix Paise

putty : 2 -fine sand)(B) Conventional TwentyNine Only

Brick work using common burnt clay building bricks having crushing strength not Rupees Four Thousand Six

168 06005CA 0 less than 35 kg./Sq.Cm. in foundation and plinth in Lime Mortar 1: 2 (1- Lime cu.m 4607.87 Hundred Seven Paise

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

Extra for brick work in superstructure above plinth level upto floor two level (A) Rupees Two Hundred FiftySix

Modular Paise SixtyFour Only

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

Conventional SixtyEight Paise ThirtyOne Only

Extra for brick work in superstructure above plinth level upto floor two level(C) Fly Rupees Two Hundred

Ash Bricks SixtyEight Paise ThirtyOne Only

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (A) per floor Rupees FourtyThree Paise Nine

Modular per cu.m Only

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (B) per floor Rupees Fourty Paise

Conventional per cu.m FourtyNine Only

Extra for brick work in superstructure above floor two level Item No. 1(6.12) (C) per floor Rupees FourtyNine Paise

Fly Ash Bricks per cu.m SeventyFive Only

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (A) per floor Rupees FourtyTwo Paise

Modular per cu.m EightyFour Only

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (B) per floor Rupees Fourty Paise Nineteen

Conventional per cu.m Only

Extra for brick work in superstructure above floor two level Item No. 2(6.13) (C) per floor Rupees FourtyNine Paise

Fly Ash Bricks per cu.m FourtyFive Only

per floor Rupees FourtyOne Paise

178 06007C1A 6.2 Extra for brick work in superstructure above floor two level Item No. 3 (A) Modular

per cu.m SeventyThree Only

Extra for brick work in superstructure above floor two level Item No. 3 (B) per floor Rupees ThirtyEight Paise

Conventional per cu.m NinetyFive Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Extra for brick work in superstructure above floor two level Item No. 3 (C) Fly Ash per floor Rupees FourtyEight Paise

Bricks per cu.m TwentyTwo Only

per floor Rupees FourtyOne Paise

181 06007D1A 6.2 Extra for brick work in superstructure above floor two level Item No. 4 (A) Modular

per cu.m EightyThree Only

Extra for brick work in superstructure above floor two level Item No. 4 (B) per floor Rupees ThirtyNine Paise Six

Coventional per cu.m Only

Extra for brick work in superstructure above floor two level Item No. 4 (C) Fly Ash per floor Rupees FourtyEight Paise

Bricks per cu.m ThirtyTwo Only

per floor Rupees FourtyOne Paise

184 06007E1A 6.2 Extra for brick work in superstructure above floor two level Item No. 5 (A) Modular

per cu.m SixtyFour Only

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

Rupees Five Hundred Ninety

185 06008A1A 6.3 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse Sqm

Paise FiftyThree Only

sand ) in foundation and plinth (A) Modular

(i) Half brick masonry in common brunt clay building bricks having crushing Rupees Five Hundred

186 06008A2A 6.3 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse Sqm 599.84 NinetyNine Paise EightyFour

sand ) in foundation and plinth (B) Conventional Only

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

Rupees Five Hundred

187 06008B1A 6.3 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse Sqm

EightyOne Paise Fourteen Only

sand ) in foundation and plinth (A) Modular

(ii) Half brick masonry in common brunt clay building bricks having crushing Rupees Five Hundred

188 06008B2A 6.3 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse Sqm 589.32 EightyNine Paise ThirtyTwo

sand ) in foundation and plinth (B) Conventional Only

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

Rupees Six Hundred SixtyOne

189 06008B3A 6.3 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1- Cement : 5 -coarse Sqm

Paise Sixty Only

sand ) in foundation and plinth (C)Fly Ash Bricks

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

Rupees Five Hundred SixtySix

190 06008C1A 6.3 strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse Sqm

Paise Nineteen Only

sand ) in foundation and plinth (A) Modular

(iii) Half brick masonry in common brunt clay building bricks having crushing Rupees Five Hundred

191 06008C2A 6.3 strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse Sqm 572.58 SeventyTwo Paise FiftyEight

sand ) in foundation and plinth (B) Conventional Only

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

Rupees Six Hundred ThirtyFour

192 06008C3A 6.3 strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 ( 1- Lime : 1.5 -coarse Sqm

Paise NinetyFour Only

sand ) in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two level Item No. 5 (B) Rupees Fourty Paise

Coventional FourtyNine 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 : 3-coarse sand ) with Rupees Six Hundred FiftyOne

2 Nos of 6mm Mild steel round bars after every three course embedded in Cement Paise Eighty Only

Half in masonry

brick foundation and plinthbrunt

in common (A) Modular

clay building bricks having crushing strength

not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with Rupees Six Hundred SixtyThree

2 Nos of 6mm Mild steel round bars after every three course embedded in Cement Paise TwentyOne Only

Half in masonry

brick foundation and plinthbrunt

in common (B) Conventional

clay building bricks having crushing strength

Rupees Seven Hundred

not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with

196 06009CA 6.31 Sqm 743.26 FourtyThree Paise TwentySix

2 Nos of 6mm Mild steel round bars after every three course embedded in Cement

Mortar in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two level Item No. 5 (C) Fly Ash

197 06009E3A 6.2 cu.m 46.00 Rupees FourtySix Only

Extra for half brick masonry in superstructure above plinth level upto floor two Rupees FourtySeven Paise

level. (A) Modular ThirtyThree Only

Extra for half brick masonry in superstructure above plinth level upto floor two Rupees FiftyOne Paise

level. (B) Conventional EightyThree Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Extra for half brick masonry in superstructure above plinth level upto floor two Rupees FiftyOne Paise

level. (C)Fly Ash Bricks EightyThree Only

Rupees Five Paise NinetyOne

201 06011AA 6.33 Extra for half brick masonry in superstructure above floor two level. (A) Modular Sqm

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

202 06011BA 6.33 Sqm 6.00 Rupees Six Only

Extra for half brick masonry in superstructure above floor two level. (C) Fly Ash

203 06011CA 6.33 Sqm 7.10 Rupees Seven Paise Ten Only

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

Rupees Three Hundred Seven

204 06012AA 6.55 having crushing strength not less than 35 Kg/Sq.Cm. (i) In Cement Mortar 1:4 ( 1- Sqm

Paise FiftyEight Only

Cement : 4 - coarse sand)

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

Rupees Three Hundred One

205 06012BA 6.55 having crushing strength not less than 35 Kg/Sq.Cm. (ii) In Cement Mortar 1:5 ( 1- Sqm

Paise ThirtySix Only

Cement : 5 - coarse sand)

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

206 06012CA 6.55 having crushing strength not less than 35 Kg/Sq.Cm. (iii) Fly Ash Brick In Cement Sqm 349.97 FourtyNine Paise NinetySeven

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

Masonary work using Aerated light weight concrete block having crushing

Rupees Four Thousand Five

strength not less than 35 kg/sqcm for super structure above plinth level upto floor

207 6014 cu.m 4528.57 Hundred TwentyEight Paise

two level in cement mortar 1:5 ( 1 cement : 5 fine sand ) complete as per

FiftySeven Only

Providing Specification

laying Precast Lightweight concrete hollow core wall with hollow

Rupees Seven Hundred

core concrete unit of approved make & size of 92 mm thick, 600 mm wide and

208 6015 Sqm 754.47 FiftyFour Paise FourtySeven

2400 mm / 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of

Providing cement

Precast M20 having cube

Lightweight compressive

concrete strength

hollow core not hollow

wall with less than

core concrete unit of approved make & size of 120 mm thick, 600 mm wide and Rupees Eight Hundred Fifty

2400 mm / 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of Paise FourtyTwo Only

Providing cement

Precast M20 having

Regular cube compressive

concrete strength

hollow core wall not lesscore

with hollow than

Rupees Seven Hundred

concrete unit of approved make & size of 92 mm thick, 600 mm wide and

210 6017 Sqm 784.77 EightyFour Paise SeventySeven

mm / 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of

Providing cement

Precast M35 having

Regular cube compressive

concrete strength

hollow core wall not lesscore

with hollow than

Rupees Eight Hundred

concrete unit of approved make & size of 120 mm thick, 600 mm wide and

211 6018 Sqm 883.75 EightyThree Paise SeventyFive

mm / 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made from of

controlled cement concrete M35 having cube compressive strength not less than

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

212 07001AA 7.6 and plinth in Cement Mortar 1:6 (1-cement : 6-coarse sand including levelling up cu.m 2487.82 Hundred EightySeven Paise

etc. complete EightyTwo Only

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

213 07001BA 7.6 foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including cu.m 2530.11 Hundred Thirty Paise Eleven

levelling up etc. complete Only

(iii) Uncoursed Rubble Masonry with hard stone of approved quality in Rupees Two Thousand Three

214 07001CA 7.6 foundations and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse sand including cu.m 2332.71 Hundred ThirtyTwo Paise

levelling up etc. complete SeventyOne Only

Rupees Three Hundred FiftySix

215 7002 7.8 Extra over Item 7.6 for super structure above plinth level upto floor two level cu.m

Paise SixtyThree Only

Rupees TwentyFour Paise

216 07003A 7.9 Extra for additional lift in superstructure above floor two level. cu.m

EightyEight Only

Rupees Three Thousand Three

Coursed rubble masonry with hard stone of approved quality in foundations and

217 07004A 7.17 A cu.m 3321.18 Hundred TwentyOne Paise

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

Rupees Three Thousand Three

Coursed rubble masonry with stone of approved quality in foundations and plinth

218 07005AA 7.17 B cu.m 3359.63 Hundred FiftyNine Paise

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

SixtyThree Only

Rupees Three Thousand Four

Coursed rubble masonry with stone of approved quality in foundations and plinth

219 07005BA 7.17 C cu.m 3472.26 Hundred SeventyTwo Paise

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

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Rupees Three Thousand Six

Coursed rubble masonry with stone of approved quality in foundations and plinth

220 07005CA 7.17 D cu.m 3681.43 Hundred EightyOne Paise

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

FourtyThree Only

Per floor Rupees Three Hundred

221 7006 7.19 Extra over item No. 7.17 for superstructure above plinth level upto floor two level

per cu.m ThirtyThree Paise Thirty Only

Per floor Rupees ThirtySix Paise

222 07007A 7.2 Extra for additional lift in superstructure above floor two level.

per cu.m ThirtyTwo Only

White Stone Bela mesonry block in course in superstructure with stone of Rupees Four Thousand Eight

223 07008A 0 approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including cu.m 4820.36 Hundred Twenty Paise

packing the joints etc. complete. ThirtySix Only

White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement Rupees Six Hundred Three

Mortar 1:4 ( 1- Cement : 4- course sand) Paise Fourty Only

White Stone Bela mesonry block in course in superstructure with stone of Rupees Five Thousand Eight

225 07010A 0 approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing cu.m 5832.80 Hundred ThirtyTwo Paise

the joints etc. complete. Eighty Only

White Stone Bela mesonry block in course in superstructure with stone of Rupees Five Thousand Eight

226 07011A 0 approved quality in Lime Mortar 1:6 (1-Cement : 6- course sand) including packing cu.m 5805.88 Hundred Five Paise EightyEight

the joints etc. complete. Only

Precast concrete block masonry (including quoin blocks jamb blocks closer etc.)

Rupees Three Thousand Six

with solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1-

227 07012A 7.75 cu.m 3635.54 Hundred ThirtyFive Paise

Cement : 3 coarse sand: 6- graded stone aggregates of 20 mm and down grade) in

foundation and plinth cement morter 1:6

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

upto floor two level. SixtyEight Paise ThirtyOne Only

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

approved size (including quion blocks Jamb blocks closer etc.) made of C.C.1:3:6 (1- Rupees Six Hundred FiftyFour

Cement : 3- coarse sand : 6 graded stone aggregates 20 mm and down grade) (A) Paise Fifteen Only

Providing and laying hollow block masonry 90 mm thick using hollow concrete

blocks IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect line Rupees Three Hundred

level and plinth preparing grading the joints incl. the cost of scaffolding and curing SixtyEight Paise Fifty Only

Providing and masonry in 1:1:8

laying hollow cement

block masonrylime140

mm thick using follow blocks

Rupees Four Hundred

masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in parfect

231 7016 0 Sqm 446.93 FourtySix Paise NinetyThree

line level and plint propering groding the jaints ind. the cast of seaffolding and

Providing . (A)

hollow blockinmasonry

190 mmlime mortar

thick using follow blocks

masonry IS 2185 (Part-I ) grade B (5.0) with Cement Mortar 1:4 laying in perfect Rupees Five Hundred Ten Paise

line level and plint propering groding the jaints ind. the cast of seaffolding and Nine Only

Providing (A) Blockofmasonry

formwork ordinaryintimber

plankinglime mortar

so as to give a rough finish

Rupees One Hundred

including centering shuttering strutting and propping etc. Height of propping and

233 09001AA 9.1 Sqm 174.98 SeventyFour Paise NinetyEight

centering below supporting floor to ceiling not exceeding 4 M. and removal of the

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (A) Foundations

including centering shuttering strutting and propping etc. Height of propping and Rupees Two Hundred FiftyFour

centering below supporting floor to ceiling not exceeding 4 M. and removal of the Paise FiftyTwo Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (B) Flat

a rough surfaces

Rupees Two Hundred

including centering shuttering strutting and propping etc. Height of propping and

235 09001B2A 9.1 Sqm 273.61 SeventyThree Paise SixtyOne

centering below supporting floor to ceiling not exceeding 4 M. and removal of the

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (B) Flat

a rough surfaces

Rupees Two Hundred

including centering shuttering strutting and propping etc. height of propping and

236 09001CA 9.1 Sqm 232.25 ThirtyTwo Paise TwentyFive

centering below supporting floor to ceiling not exceeding 4 M. and removal of the

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (C) Vertical

including centering shuttering strutting and propping etc. height of propping and Rupees Three Hundred Three

centering below supporting floor to ceiling not exceeding 4 M. and removal of the Paise EightyFour Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (G) Columns

Rupees Three Hundred

including centering shuttering strutting and propping etc. height of propping and

238 09001G2A 9.1 Sqm 391.32 NinetyOne Paise ThirtyTwo

centering below supporting floor to ceiling not exceeding 4 M. and removal of the

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (G) Columns

Rupees One Hundred

including centering shuttering strutting and propping etc. height of propping and

239 09001H1A 9.1 Sqm 197.25 NinetySeven Paise TwentyFive

centering below supporting floor to ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain concrete work in. (H) (1) Sides and

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

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

including centering shuttering strutting and propping etc. height of propping and Rupees Two Hundred Sixty

centering below supporting floor to ceiling not exceeding 4 M. and removal of the Paise EightyEight Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (H) (2)finish

a rough Sides and

including centering shuttering strutting and propping etc. height of propping and Rupees SixtyNine Paise

centering below supporting floor to ceiling not exceeding 4 M. and removal of the EightyFour Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (I) Edges

a rough finishof slabs

including centering shuttering strutting and propping etc. height of propping and Rupees Six Hundred SixtyEight

centering below supporting floor to ceiling not exceeding 4 M. and removal of the Paise Twelve Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (K) Small

including centering shuttering strutting and propping etc. height of propping and Rupees One Hundred

centering below supporting floor to ceiling not exceeding 4 M. and removal of the SixtyEight Paise NinetySix Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (L) Chullah

a rough finish Hoods,

including centering shuttering strutting and propping etc. height of propping and Rupees Two Hundred

centering below supporting floor to ceiling not exceeding 4 M. and removal of the FourtyEight Paise Sixteen Only

Providing situ reinforced

formwork concrete

of ordinary andplanking

timber plain concrete

give in. (M) Staircase

a rough finish with

including centering shuttering strutting and propping etc. height of propping and Rupees Three Hundred

centering below supporting floor to ceiling not exceeding 4 M. and removal of the EightySix Paise FiftySix Only

Extra situ reinforced

additional height concrete andand

of propping plain concretewhere

centering work the

in. (Q) Vertical

propping and centering exceeds 4 .O M between supporting floor to ceiling Rupees Three Hundred Ninety

including temporary brick or stone pillars for supporting as required. (i)Height Paise ThirtyFour Only

Extra than 4.0 M.and

additional upto of5.0

propping and centering where the height of

Rupees Six Hundred

propping and centering exceeds 4 .O M between supporting floor to ceiling

247 09002BA 9.2 Sqm 688.83 EightyEight Paise EightyThree

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

Extra than 5.0 M.and

additional upto of

height 6.0propping

M. and centering where the height of propping

and centering exceeds 4 .O M between supporting floor to ceiling including Rupees Five Hundred SixtyNine

temporary brick or stone pillars for supporting as required. (iii) Height more than Paise FourtyNine Only

6.0 M. and upto 7.0 M

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish Rupees NinetyFour Paise

in (A) Foundations, Footings, Bases of Columns etc. and Mass concrete NinetySix Only

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

Rupees NinetyFour Paise

250 09003B1A 9.7 in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto Sqm

200mm in thickness.

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

Rupees NinetyFour Paise

251 09003B2A 9.7 in (B) Flat surfaces such as soffits of slabs Landings and the like. 2) Floors Sqm

etc.above 200mm in thickness.

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

Rupees NinetyFour Paise

252 09003CA 9.7 in (C)Vertical surface such as walls (anythickness) partitions & lime including Sqm

attached pilasters buttresses plinth & string course & like.

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

Rupees NinetyFour Paise

253 09003G1A 9.7 in (G) Columns, Pillars, Posts and struts. (1) Square, Rectangular or polygonal Sqm

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish Rupees NinetyFour Paise

in (G) Columns, Pillars, Posts and struts. (2) Circular or curved in plan NinetySix Only

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

Rupees NinetyFour Paise

255 09003H1A 9.7 in (H)(1) Sides and soffits of Beams, Beam Haunchingscantilevers Girders, Sqm

Bressumers and Lintels not exceeding 1 M. in Depth.

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

Rupees NinetyFour Paise

256 09003H2A 9.7 in (H) (2) Sides and soffits of Beams, Beam Haunchings cantilevers Girders, Sqm

Bressumers and Lintels exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish Rupees NinetyFour Paise

in (I) Edges of slabs and Breaks in floors and walls. NinetySix Only

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

Rupees NinetyFour Paise

258 09003KA 9.7 in (K) Small surfaceas such as centilever endsnBrackets and end of steps caps and Sqm

basses to pilasters and Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish Rupees NinetyFour Paise

in (L) Chullah Hoods weather Shades Chhajjas Corbels etc. and the like. NinetySix Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

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

Rupees NinetyFour Paise

260 09003MA 9.7 in (M)Staircase with sloping or stepped soffits including sisers and stringers Sqm

excluding landing.

Extra for Providing formwork with sheathing steel sheets so as to give a fair finish Rupees NinetyFour Paise

in (Q)Vertical fins and vertical sun breakers. NinetySix Only

Providing wood work in frames of Doors, windows cleare story windows and 10 Rupees Six Hundred Eight Paise

othersimilar works wrought, framede and fixed in position. (A) Indian Teak Wood Cu.Dm. Six Only

Rupees One Thousand Three

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, wall plates and

263 10002A 10.4 Cu.Dm. 1350.35 Hundred Fifty Paise ThirtyFive

the like wrought framed, hoisted and fixed in position

Providing wood work in frames of false- ceiling, partitions etc sawn and put up in Rupees Six Hundred Sixty Paise

position. (A) Indian Teak Wood FourtyTwo Only

Providing and fixing 35 mm thick shutters for Doors, windows and clear story Rupees Three Thousand Nine

265 10004AA 10.12 windows including anodised alluminium butt hinges with necessary screws.(A) Cu.Dm. 3941.37 Hundred FourtyOne Paise

Indian Teak Wood (1) Fully Panelled ThirtySeven Only

Providing and fixing 35 mm thick shutters for Doors, windows and clear story Rupees Three Thousand Two

266 10004BA 10.12 windows including anodised alluminium butt hinges with necessary screws. (A) Sqm 3244.08 Hundred FourtyFour Paise

Indian Teak Wood (ii) Fully Glazed. Eight Only

Providing and fixing 35 mm thick shutters for Doors, windows and clear story Rupees Three Thousand Five

267 10004CA 10.12 windows including anodised alluminium butt hinges with necessary screws. (A) Sqm 3592.72 Hundred NinetyTwo Paise

Indian Teak Wood(iii) Partly panelled and partly glazed. SeventyTwo Only

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

268 10005AA 10.13 windows including blackenamelled M.S. butt hinges with necessary screws. (A) Sqm 3656.67 Hundred FiftySix Paise

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

Providing and fixing 35 mm thick shutters for Doors, windows and clearstory Rupees Two Thousand Nine

269 10005BA 10.13 windows including blackenamelled M.S. butt hinges with necessary screws. (A) Sqm 2959.38 Hundred FiftyNine Paise

Indian teak wood. (ii) Fully Glazed. ThirtyEight Only

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

270 10005CA 10.13 windows including blackenamelled M.S. butt hinges with necessary screws. (A) Sqm 3308.03 Hundred Eight Paise Three

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

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

271 10006AA 10.15 alluminium butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Sqm 3064.44 SixtyFour Paise FourtyFour

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

272 10006BA 10.15 alluminium butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Sqm 2620.69 Hundred Twenty Paise

Glazed. SixtyNine Only

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

273 10006CA 10.15 alluminium butt hinges with necessary screws. (A) Indian teak wood. (iii) Partly Sqm 2842.56 Hundred FourtyTwo Paise

panelled and partly glazed. FiftySix Only

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

Rupees Three Thousand

274 10007AA 10.16 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Sqm

ThirtySix Paise EightyTwo Only

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

275 10007BA 10.16 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (ii) Fully Sqm 2593.05 Hundred NinetyThree Paise

Glazed. Five Only

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

276 10007CA 10.16 enamelled M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii) Sqm 2814.93 Hundred Fourteen Paise

Partly panelled and partly glazed. NinetyThree Only

Add extra for providing and fixing 40 mm thick shutters instead of 35 mm thick Rupees Two Hundred Three

shutters. Paise Three Only

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

Rupees Three Thousand Four

for Doors windows and clearstory windows including anodised alluminium But

278 10009AA 10.23 Sqm 3493.68 Hundred NinetyThree Paise

hinges with necessary screws and indian teak wood shutters with. (A) Plywood

SixtyEight Only

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

Rupees Three Thousand Four

for Doors windows and clearstory windows including anodised alluminium But

279 10009BA 10.23 Sqm 3499.16 Hundred NinetyNine Paise

hinges with necessary screws and indian teak wood shutters with. (B) Particle

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

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

Rupees Three Thousand Four

for Doors windows and clearstory windows including anodised alluminium But

280 10009CA 10.23 Sqm 3467.99 Hundred SixtySeven Paise

hinges with necessary screws and indian teak wood shutters with. (C) Hard board

NinetyNine Only

panels. and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters,

Rupees Three Thousand Four

for Doors windows and clearstory windows including anodised alluminium But

281 10009DA 10.23 Sqm 3440.60 Hundred Fourty Paise Sixty

hinges with necessary screws and indian teak wood shutters with. (D) Asbestos

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, Rupees Three Thousand Two

282 10010AA 10.24 for Doors windows and clearstory windows including black enamelled M.S. But Sqm 3210.67 Hundred Ten Paise SixtySeven

hinges with necessary screws. (A) Plywood sheet panels. Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, Rupees Three Thousand Two

283 10010BA 10.24 for Doors windows and clearstory windows including black enamelled M.S. But Sqm 3215.85 Hundred Fifteen Paise

hinges with necessary screws. (B) Particle board panels EightyFive Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, Rupees Three Thousand One

284 10010CA 10.24 for Doors windows and clearstory windows including black enamelled M.S. But Sqm 3184.68 Hundred EightyFour Paise

hinges with necessary screws. (C) Hard board panels. SixtyEight Only

Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed shutters, Rupees Three Thousand One

285 10010DA 10.24 for Doors windows and clearstory windows including black enamelled M.S. But Sqm 3157.58 Hundred FiftySeven Paise

hinges with necessary screws . (D) Asbestos sheet panels. FiftyEight Only

Provoding and fixing flush door shutters, solid core construction with frame of first

Rupees One Thousand Seven

class hardwood with cross board and face veneer or plywood face panels,

286 10011 10.3 Sqm 1797.77 Hundred NinetySeven Paise

including anodised alluminium butt hinges with necessary screws. (B) Non-

SeventySeven Only

decorative type and block board core anodised alluminium butt hinges in flush

Rupees Eight Hundred

287 10012 10.37 Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano hinges. Sqm

NinetyTwo Paise Two Only

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

(A) Rectangular or Square. SeventyOne 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 Doors, windows and Rupees Two Thousand Seven

clearstory windows including anodised alluminium butt hinges with necessary Hundred Six Paise Seven Only

Providing Indian teak

fixing 30 wood.

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

Rupees One Thousand Two

gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, windows and

290 10015A 10.5 Sqm 1228.02 Hundred TwentyEight Paise

clearstory windows including bright finished or/ and black enamellede M.S. butt

hinges with necessary Mango wood or equivalent quality.

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

Rupees TwentyNine Paise

291 10016 10.5 140 G,to 000 Rs. windows and cleastory windows with wire of dia 0.71 mm Sqm

instead of I,S,gauge designation 85 G.with wire of dia.0.56 mm.

Providing and fixing 12 mm thick and 100mm wide pelmet of flat pressed 3 layer

neneed particle board solid core with 25 mm diametre alluminium curtain Road Rupees Two Hundred Thirteen

and brackets including fixing with 25mm x 3mm M.S flat 10cm,long and plugs Paise FiftySeven Only

Providing and fixing 40mm panelled, Glazed or panelled and glazed partitions fixed Rupees Three Thousand Four

293 10018A 10.8 to frames with iron scews etc. complete with indian teak wood (Frames tobe paid Sqm 3434.12 Hundred ThirtyFour Paise

separately) Twelve Only

Providing and fixing Decorative plywood 4mm thick in partitions including fixing to Rupees Eight Hundred

294 10019A 10.9 frames with screws etc, complete with 50mm x 12mm teak wood beading (Frames Sqm 835.47 ThirtyFive Paise FourtySeven

tobe paid separately) Only

25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets Rupees One Thousand Three

295 10022A 11 fixed at suitable distances but not exceeding 75 cm. apart with Mango wood or Sqm 1319.68 Hundred Nineteen Paise

equivalent quality. SixtyEight Only

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets Rupees One Thousand Seven

296 10023A 11 fixed at suitable distances not exceeding 75 cm. apart with Mango wood or Sqm 1707.91 Hundred Seven Paise

equivalent quality. NinetyOne Only

Providing and fixing M.S. round or square bars with M.S.flats at required spacing in Rupees SixtyNine Paise

wooden frames of windows and clerestory windows. TwentyTwo Only

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

Rupees One Hundred Two

298 10025AA 10.1 etc. with M.S. flats at required spacings and frame alround, square or round bars kg

Paise SixtyTwo Only

with round headed bolts and nuts or by screws (A) Plain Grill.

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

Rupees One Hundred FiftyFour

299 10025BA 10.1 etc. with M.S. flats at required spacings and frame alround, square or round bars kg

Paise SixtyTwo Only

with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight

Rupees Seven Hundred

300 10026A 10.1 not less than 7.75 kg. per Sq.M. to window frames etc. including 60 x 20mm Sqm

SixtyTwo Paise Twenty Only

beading of teak wood.

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

Rupees Six Hundred SixtyNine

301 10027A 10.1 85 G. with wire of dia.0.56 mm to windows and celevating windows including 60 x Sqm

Paise NinetyFour Only

20mm beading of teak wood.

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

in straight lengths complete. EightyNine Paise Twelve Only

(i) Providing and fixing glazed louvered glass windows and ventilators with Rupees Four Thousand One

303 10029AA 0 teak wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work Sqm 4143.57 Hundred FourtyThree Paise

etc.complete. FiftySeven Only

(ii) Providing and fixing glazed louvered glass windows and ventilators with Rupees Four Thousand Three

304 10029BA 0 teak wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood work Sqm 4375.79 Hundred SeventyFive Paise

etc.complete. with wooden louvers plank 12mm thick SeventyNine Only

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

Rupees Four Thousand Six

windows including Indian teak wood frames 10 cm x 7 cm. size including anodized

305 10030A 0 Sqm 4641.01 Hundred FourtyOne Paise One

alluminium fixtures and fastenings including primer coat of approved quality and

Providing of oilfixing

35 mm etc,thick

complete. (i) for

shutters Fully Glazed.

Doors, windows and clerestory

Rupees Five Thousand Three

windows including Indian teak wood frames 10 cm x 7 cm. size including anodized

306 10030B 0 Sqm 5338.30 Hundred ThirtyEight Paise

alluminium fixtures and fastenings including primer coat of approved quality and

Providing of oilfixing

35 mm etc,thick

complete. (ii)for

shutters Fully Panelled.

Doors, windows and clerestory

Rupees Four Thousand Nine

windows including Indian teak wood frames 10 cm x 7 cm. size including anodized

307 10030C 0 Sqm 4989.65 Hundred EightyNine Paise

alluminium fixtures and fastenings including primer coat of approved quality and

Providing of oilfixing

35 mm etc,thick

complete. (iii)for

shutters Partly panelled

Doors, windows andand

Rupees Four Thousand Six

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

308 10031A 0 Sqm 4641.01 Hundred FourtyOne Paise One

enamelled iron oxidixed fixtures and fastenings including primer coat of approved

Providing two coats35ofmm

fixing oil painting etc, complete.

thick shutters for Doors,(i)windows

Rupees Five Thousand Three

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

309 10031B 0 Sqm 5338.30 Hundred ThirtyEight Paise

enamelled iron oxidixed fixtures and fastenings including primer coat of approved

Providing two coats35ofmm

fixing oil painting etc, complete.

thick shutters for Doors,(ii)windows

Fully Panelled.

Rupees Four Thousand Nine

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

310 10031C 0 Sqm 4989.65 Hundred EightyNine Paise

enamelled iron oxidixed fixtures and fastenings including primer coat of approved

Providing two coats35ofmm

fixing oil painting etc, complete.

thick shutters for Doors,(iii)windows

Partly panelled and partly

Rupees Four Thousand Eight

windows including Indian teak wood frames 12 cm x 7 cm. size including anodized

311 10032A 0 Sqm 4836.39 Hundred ThirtySix Paise

alluminium fixtures and fastenings including primer coat of approved quality and

ThirtyNine Only

Providing of oilfixing

35 mm etc,thick

complete. (i) for

shutters Fully Glazed.

Doors, windows and clerestory

Rupees Five Thousand Five

windows including Indian teak wood frames 12 cm x 7 cm. size including anodized

312 10032B 0 Sqm 5533.68 Hundred ThirtyThree Paise

alluminium fixtures and fastenings including primer coat of approved quality and

SixtyEight Only

Providing of oilfixing

35 mm etc,thick

complete. (ii)for

shutters Fully Panelled.

Doors, windows and clerestory

Rupees Five Thousand One

windows including Indian teak wood frames 12 cm x 7 cm. size including anodized

313 10032C 0 Sqm 5185.03 Hundred EightyFive Paise

alluminium fixtures and fastenings including primer coat of approved quality and

Providing of oilfixing

35 mm etc,thick

complete. (iii)for

shutters Partly panelled

Doors, windows andand

Rupees Four Thousand Five

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

314 10033A 0 Sqm 4551.69 Hundred FiftyOne Paise

enamelled iron oxidized fixtures and fastenings including primer coat of approved

Providing two coats35ofmm

fixing oil painting etc, complete.

thick shutters for Doors,(i)windows

Rupees Five Thousand Five

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

315 10033B 0 Sqm 5533.68 Hundred ThirtyThree Paise

enamelled iron oxidized fixtures and fastenings including primer coat of approved

SixtyEight Only

Providing two coats35ofmm

fixing oil painting etc, complete.

thick shutters for Doors,(ii)windows

Fully Panelled.

Rupees Five Thousand One

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

316 10033C 0 Sqm 5185.03 Hundred EightyFive Paise

enamelled iron oxidized fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (iii) Partly panelled and partly

Rupees Two Hundred

Add extra for providing and fixing 40mm thick shutters instead of 35 mm thick

317 10034 0 Sqm 272.13 SeventyTwo Paise Thirteen

shutters including oil paining etc. complete.

Rupees Four Hundred

Deduct for providing and fixing 25mm thick shutters instead of 35 mm thick

318 10035 0 Sqm 444.22 FourtyFour Paise TwentyTwo

shutters including oil paining etc. complete.

Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter with

Rupees Two Thousand

wood grain raised panneled design finish shutter having extra reinforcement on

319 10036 Sqm 2019.98 Nineteen Paise NinetyEight

sides & edges in Gel coat finish. The core of the shutter & frame is to be filed up

with injected polyurethene foam done in situ alongwith embedded wooden pieces

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel

Rupees Two Thousand Three

shutter having extra reinforcement on sides & edges in Gel coat finish. The core of

320 10037 Sqm 2377.76 Hundred SeventySeven Paise

the shutter & frame is to be filed up with injected fire retardant grade

SeventySix Only

Providing and foam

fixing done in situsize

FRP frame alongwith

mm and 35mm wooden thickpieces for stiffening

Rupees Two Thousand Six

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

321 10038 Sqm 2615.04 Hundred Fifteen Paise Four

shutter & frame is to be filed up with injected polyurethene foam done in situ

Providing embedded

fixing FRPwooden

of 28mm pieces forFibre

thick stiffening

Glass & also taking

shutter with 1.5hinges & fintures.

Rupees One Thousand Five

thick fire retardent grade FRP skin in depressed panel design having extra

322 10039 Sqm 1560.33 Hundred Sixty Paise

reinforcement on sides & edges & in Gel coat finish. The core of the shutter is to

ThirtyThree Only

be filled upand

Providing with injected

fixing FRP ofretardent

35mm thick grade polyurethane

Fiber Glass shutter foam

withdone in situ

Rupees One Thousand Two

thick fire retardent grade FRP skin in depressed panel design having extra

323 10040 Sqm 1269.63 Hundred SixtyNine Paise

reinforcement on sides & edges & in Gel coat finish. The core of the shutter is to

SixtyThree Only

Supply with injected

35mm thick Fiber retardent gradewith

Glass shutter polyurethane

1.5 to 2.0 foam donefire

mm thick in situ

grade FRP skin in wood grain rasied panel design having extra reinforcement on Rupees Nine Hundred EightySix

sides & edges & in polish design finish. The core of the shutter is to be filled up Paise ThirtyNine Only

Providing and retardent

fixing windowngradeshutter

mmdone in situ4mm

size with alongwith

Rupees Two Thousand Eight

panels with PVC batten main farme size having 1.5 to 2.0 mm thick fire retardent

325 10042 Sqm 2843.62 Hundred FourtyThree Paise

grade FRP shutter having extra reinforcement on sides & edges in polish finish.

Providing andthefixing

thick is to be filed

FACTORY MADEup with

PANELpolyurethene

Rupees One Thousand One

SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and

326 10043 sqm 1146.37 Hundred FourtySix Paise

size of 19mm x 19mm for stiles and 15mm x 15 mm for top and bottom rails. M.S.

ThirtySeven Only

Providing have a coat

fixing 30mm of steel

FACTORY of approved

MADE SOLID make BOTHandSIDE

PRELAM PANEL M.S.

Rupees Two Thousand Two

PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge

327 10044 sqm 2236.14 Hundred ThirtySix Paise

thickness and size of 19mm x 19mm for stiles, top and bottom rails. M.S. frame

Providing a coat of steel

fixing 30mm primer

thick of approved

FACTORY MADEmakde andSINGLE

SOLID manufactures.

SIDE PRELAMM.S frame

PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 Rupees Two Thousand

gauge thckness and size of 19mm x 19mm for stiles, and 15mm x 15mm for top TwentyThree Paise Three Only

Providing and rails. The30mm

fixing M.s. frame shall have

thick FACTOR MADEcoatFULLY

of steel primers

GLAZED of approved

Rupees Two Thousand

SHUTTER consisting of frame made out of M.S. tube of 19m gauge thickness and

329 10046 sqm 2033.13 ThirtyThree Paise Thirteen

size of 19mm x 19mm for styles and 15mm x 15mm for top, lock and bottom rails

Providing shall have

fixing a coatthick

30mm of steel primer

factory made of wire

solidandPVCmanufacture,

Rupees One Thousand Nine

consisting of frame made out of M.S. tubes of 19 gauge thickness and size of

330 10047 sqm 1987.68 Hundred EightySeven Paise

19mm x 19mm for stiles and 15mm x 15mm for top, lock and bottm rails, M.S.

SixtyEight Only

Providing have a coat

fixing 35mm of steel

factory of approved

made mouldedmake doorandshuter

Rupees Two Thousand One

solid core single leaf flush door of 30mm thickness, lipped with 15mm (5mm x 3)

331 10048 sqm 2152.31 Hundred FiftyTwo Paise

thick x 30mm width on one stiles and top rail and 10mm (5mm x 2) thick x 30mm

Providing andother

30mm and bottom

thick factoryrails. Themoulded

made inner panel doorlaminated with 2mm

shutter wood free

Rupees One Thousand Nine

consisting of frame made out of M.S. tubes of 19 gauge thickness and size of

332 10049 sqm 1979.60 Hundred SeventyNine Paise

25mm x 25mm for stiles, top and bottom rails, M.S. frame shall have a coat of

Providing The inner

and fixing panel

factory shallpolyvinyl

made consist of 25mm(PVC)

chioride thick High

frame ofEPS the size

50 x 47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC Rupees Three Hundred

foam sheet, mitre out of two corners and joined with 2nos. of 150mm long Eighteen Paise Three Only

Providing 15fixing

x 15mm M.s.glazed

of fully Squaresolid

doordooralongprofiles are to

Rupees One Thousand Eight

door frame. 30mm thick FACTORY MADE FULLY GLAZED SOLID PVC DOOR

334 10051 sqm 1899.48 Hundred NinetyNine Paise

SHUTTER consisting of frame made out of M.S. tube of 19 gauge thickness and size

FourtyEight Only

Providing 19mmfixingforcomplete

style andsliding

solid top, window

lock and 25mmbottomthickrail. factory

Rupees Two Thousand Six

made glazed solid PVC window shutter consisting of frame made out of M.S. tube

335 10052 sqm 2602.62 Hundred Two Paise SixtyTwo

of 19 gauge of size 15 x 15mm for styles top, bottom rail. M.S. frame shall have a

Providing andprimer

fixing of approved make

Plain/Printed and manufacture,

PVC sheet wall panelingM.S. frame shall

of thickness 5mm be

Rupees Eight Hundred

consisting of panels having size 1220 mm x 2440 mm stuck on inner frame work of

336 10053 sqm 853.45 FiftyThree Paise FourtyFive

50mm wide strips of 5mm thick PVC sheet. The strips should have in their center a

Providing 6mmfixing

Prelam PVC depth for sinking

sheet wall panelingtheofhead of the5mm

thickness screwconsisting

Rupees Nine Hundred

of panels having size 1220 x 2440 mm stuck on inner frame work of 50mm wide

337 10054 sqm 953.44 FiftyThree Paise FourtyFour

strips of 5mm thick PVC sheet. The strips should have in their center a grove of

Providing andasnd 1mm

fixing fulldepth

heightfor sinking

Prelam PVCthepartition

had of the screw

system usingthick

50mm to fixconsisting

Rupees Two Thousand One

of 40mm sandwich PVC panel made out of 36mm high density expanded

338 10055 sqm 2173.52 Hundred SeventyThree Paise

polystyrene sheet (E.P.S. Thermocol) stuck on both side with 2mm thick prelim

Providing reinforced with

fixing full frame

height work madePVC

Plan/colour from 35mm system

partition x 5mm 50mmM.S. angle.

Rupees One Thousand Eight

consisting of 40mm sandwich PVC panel made out of 36mm high density

339 10056 sqm 1800.83 Hundred Paise EightyThree

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.

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing full height Printed PVC partition system 50mm thick PVC

Rupees One Thousand Nine

partition consisting of 40mm sandwich PVC panel made out of 36mm high density

340 10057 sqm 1921.02 Hundred TwentyOne Paise

expanded polystyred shet (EPS Thermocol) stuck on the both side with 2mm thick

Providing andsheet

fixingreinforced

PVC plainwith frame

colour falsework

grid type x 5mm

consisting of 600 mm x 600mm 3mm thick plain PVC sheet used as panel insert in Rupees Three Hundred Three

a frame work made using anodized alluminium T section of size 1” x 1” (25 x Paise Twelve Only

Providing gauge or 1mm

fixing thick) inpain

PVC Printed square pattern

colour of grid with

false ceiling sizes grid

Rupees Seven Hundred

alluminium frame consisting of 600mm x 600mm 3mm thick plain PVC sheet used

342 10059 sqm 773.66 SeventyThree Paise SixtySix

as panel insert in a frame work made using anodized alluminium T section of size

Providing 25mm, 19PVC

fixing gauge or 1colour

plain mm thick) in square

false ceiling pattern

flush type withsizes of 2 x

frame, frame work is done with three different sections of G.I. sheet of 24 gauge Rupees Three Hundred

thickness named as C, U and L. The C section is fixed with hangers at an equal FiftyTwo Paise FiftySix Only

Providing 36”fixing

eachPVCandprinted

then U section is fixed

false ceiling perpendicular

with flush type with on alluminium

frame, frame work is done with three different sections of G.I. sheet of 24 gauge Rupees Nine Hundred Eleven

thickness named as C, U and L. The C section is fixed with hangers at an equal Paise Two Only

distance of 36” each and then U section is fixed perpendicular on C section with

Extra rate for using polyester fiber (12mm) with triangular of equivalent cross 1 Packet

Rupees TwentySix Paise

345 10062 section with specific gravity 1.35 to 1.40 (as a secondary reinforcement) in of 125

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

Extra rate for using polyester fiber (6mm) with triangular cross of equivalent 1 Packet

Rupees TwentySix Paise

346 10063 section with specific gravity 1.35 to 1.40 (as a secondary reinforcement) in mortar of 125

of any grade at the rate of 125 gms per 50 kg of cement consumption. gms

Providing fusion bonded Epoxy coating not less than 175 micron thickness and Rupees Ten Thousand One

347 10064A up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M M.T 10162.62 Hundred SixtyTwo Paise

including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar SixtyTwo Only

Providing fusion bonded Epoxy coating not less than 175 micron thickness and Rupees Seven Thousand Two

348 10064B up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M M.T 7296.24 Hundred NinetySix Paise

including testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar TwentyFour Only

Steel work, riveted in built up sections framed work including cutting, hoisting,

Rupees Five Thousand Eight

fixing in position and applying a priming coat of red lead paint. (A) In beams and

349 11001AA 11.2 q 5818.65 Hundred Eighteen Paise

joists, channels angles Tees, flats, with connecting plates or angle cleats as in

main and cross beams. Hip and jack rafters, purlins conneted to common rafters

Steel work, riveted in built up sections framed work including cutting, hoisting, Rupees Six Thousand Five

350 11001DA 11.2 fixing in position and applying a priming coat of red lead paint. (D) In trussses and q 6595.16 Hundred NinetyFive Paise

trussed purlins, upto 25 M. span and 15 M ovarall height. Sixteen Only

Steel work, welded in built up sections framed work including cutting, hoisting,

Rupees Nine Thousand

fixing in position and applying a priming coat of red lead paint. (A)In beams and

351 11002AA 11.4 q 9047.86 FourtySeven Paise EightySix

joists, channels angles Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to common rafters and

Steel work, welded in built up sections framed work including cutting, hoisting, Rupees Eight Thousand Seven

352 11002DA 11.4 fixing in position and applying a priming coat of red lead paint. (D) In trussses and q 8788.90 Hundred EightyEight Paise

trussed purlins, upto 25 M. span and 15 M. ovarall height. Ninety Only

Providing and fixing in position collapsible steel shutters with vertical channels

Rupees Five Thousand Seven

x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom

353 11003A 11.6 q 5787.15 Hundred EightySeven Paise

rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts,

nuts, locking arrangements, stoppers handles including applying a priming coat of

Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal

braces of 40 x 40 x 6 mm angle iron, 3.15 mm M.S. gusset plates at Junctions and Rupees Three Thousand Six

354 11004A 11.7 corners 25 mm dia. pulley, 40 x 40 x 6mm angle and T-iron guide rail at top and Sqm 3688.64 Hundred EightyEight Paise

bottom respactively with handles, stoppers and locking agangement etc, including SixtyFour Only

applying a priming coat of red lead paint.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.

Rupees Three Thousand Five

laths inter-locked together through their entire length and jointed together at the

355 11005A 0 Sqm 3503.41 Hundred Three Paise

ends by end locks mounted on specially designed pipe shaft with bracket plates,

Providing and arragements

and fixing forof

rolling shutters inside and outside

approved locking

make made of with

Rupees Four Thousand Four

laths inter-locked together through their entire length and jointed together at the

356 11005B 0 Sqm 4495.02 Hundred NinetyFive Paise Two

ends by end locks mounted on specially designed pipe shaft with bracket plates,

Providing and arragements

and fixing forof

rolling shutters inside and outside

approved locking

make made of with

Rupees Two Thousand Seven

laths inter-locked together through their entire length and jointed together at the

357 11006A 11.9 Sqm 2745.59 Hundred FourtyFive Paise

ends by end locks mounted on specially designed pipe shaft with bracket plates,

guide channels and arrangements for inside and outside locking with push-pull

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.

Rupees Three Thousand Seven

laths inter-locked together through their entire length and jointed together at the

358 11006B 11.9 Sqm 3733.55 Hundred ThirtyThree Paise

ends by end locks mounted on specially designed pipe shaft with bracket plates,

guide channels and arrangements for inside and outside locking with push-pull

Rupees Six Hundred

Providing and fixing 27.5 cm. long wire spring grade No.2 of approved make for

359 11007 11.1 Each 637.22 ThirtySeven Paise TwentyTwo

rolling shutters.

Rupees One Hundred

Providing and fixing Hood cover for rolling shutters (A) Shutters having width

360 11008A 11.11 Rmt 121.23 TwentyOne Paise TwentyThree

below 3.5 meters

Rupees One Hundred

Providing and fixing Hood cover for rolling shutters (B) Shutters having width

361 11008B 11.11 Rmt 126.72 TwentySix Paise SeventyTwo

meters and above

Fixing standard steel Doors, windows and ventilatos inwalls with 16 x 3.15 mm

Rupees Two Hundred

longs 10 cm. long embeded in Cement Concrete block 15 x 10 x 10 of 1:3:6 (1-

362 11009 11.14 Sqm 232.25 ThirtyTwo Paise TwentyFive

Cement : 3-coarse sand : 6-graded stone aggregate of 20mm size ) cost for supply

of door/ window/ ventilators shall be paid separately.

Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to shape

Rupees One Hundred

363 11010 11.2 with hooked ends to R.C.C. slabs curing, laying including painting the exposed Each

ThirtyTwo Paise Twenty Only

portion of loops, all as per standard design complete.

Extra over rate of item 20 for providing and fixing M.S. fan clamps type-II as per

364 11011 11.21 standard design in R.C.C. beams during laying towards additional height of the 1.50 Rupee One Paise Fifty Only

clamp due to beam rib.

Providing and fixing M.S. round holding down or anchor bolts with nuts and Rupees FiftyFour Paise

washer plates complete. SeventyOne Only

Rupees One Thousand Seven

Providing and fixing EZ-7 section door/window frame including welding and

366 11013 0 Sqm 1746.64 Hundred FourtySix Paise

fixtures fastenings including 3 coats of approved enamel oil paint etc complete.

Providing and fixing window having extruded aluminum Colour anodized section

Rupees Two Thousand One

frame main outer size 127mm x 38.10mm x 1.35mm @wt. 1.384kg/m, horizontal

367 11026 Sqm 2140.33 Hundred Fourty Paise

Four track member size 122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg/m,

ThirtyThree Only

vertical member

Providing and fixingof size 122.20mm

window havingxextruded

31.75mmaluminum

@1.398 kg/mt section

Rupees One Thousand Five

frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal

368 11027 Sqm 1583.95 Hundred EightyThree Paise

Three track member size 92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical

NinetyFive Only

Providing sizefixing

window havingx extruded

1.50mm @ Wt. 1.06Colour

aluminum Kg/mtanodized

Rupees One Thousand Seven

frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal

369 11028 Sqm 1713.70 Hundred Thirteen Paise

two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt,

vertical member

Providing and fixingof size 61.85 mm

standared x 31.75mm

extruded x 1.30 mm

of alluminium @ wt.of

Rupees One Thousand Three

38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour anodized alluminium frame with

370 11029 Sqm 1301.82 Hundred One Paise EightyTwo

5 mm thick transparent bronze colour tinted float glass with colour anodized

alluminium frame for ventilation with 5 mm thick frosted glass as details etc

Providing and fixing standared extruded of alluminium section of size 63mm x Rupees One Thousand One

371 11030 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized alluminium frame for Sqm 1175.56 Hundred SeventyFive Paise

ventilation with 5 mm thick frosted glass as details etc complete for Ventilation FiftySix Only

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 anodized alluminium frame with Rupees One Thousand Five

5 mm thick transparent bronze colour tinted float glass as details etc complete for Hundred TwentyFive Only

Providing and fixing extruded aluminum window having extruded aluminum

Rupees Two Thousand One

Colour Powder Coated section frame main outer size 127mm x 38.10mm x

373 11032 Sqm 2140.33 Hundred Fourty Paise

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track member size 122.20mm x

ThirtyThree Only

Providing x 1.10mm @ Wt.

fixing window havingKg/mt,vertical memberColour

extruded aluminum of sizePowder

Rupees One Thousand Five

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt,

374 11033 Sqm 1591.87 Hundred NinetyOne Paise

horizontal Three track member size 92mm x 31.75mm x 1.30mm @ Wt.1.07

EightySeven Only

Kg/mt, vertical

Providing member

and fixing of size

having x 31.75mm

extruded x 1.50mm

aluminum ,@Powder

Colour Wt. 1.06Coated

Rupees One Thousand Seven

section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt,

375 11034 Sqm 1705.67 Hundred Five Paise SixtySeven

horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of

Kg/mt, vertical

Providing member

and fixing of size extruded

standared 61.85 mmofx alluminium

31.75mm x section

Rupees One Thousand Two

38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour Powder Coated alluminium

376 11035 Sqm 1290.81 Hundred Ninety Paise

frame with 5 mm thick transparent bronze colour tinted float glass with colour

anodized alluminium

Providing frame forextruded

and fixing standared ventilationofwith 5 mm thick

alluminium frosted

of size as details

Rupees One Thousand One

38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated alluminium

377 11036 Sqm 1175.56 Hundred SeventyFive Paise

frame for ventilation with 5 mm thick frosted glass as details etc complete for

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing standared extruded of alluminium section of size 63.50 x

Rupees One Thousand Eight

38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Powder Coated alluminium

378 11037 Sqm 1833.29 Hundred ThirtyThree Paise

frame with 5 mm thick transparent bronze colour tinted float glass as details etc

TwentyNine Only

complete for Fix window.

Fixing Metallic tower bolts of sizes with necessary screws etc. complete (Tower

379 12001 12.4 Each 49.00 Rupees FourtyNine Only

bolts and screws to be paid under separate items)

Fixing Metallic flush bolts of sizes with necessary screws etc. complete (Flush bolts Rupees Nine Paise EightySeven

and screws to be paid under separate items) Only

Fixing metallic or plastic door handles of sizes with necessary screws etc. complete Rupees Three Paise SixtySeven

(Door handles and screws to be paid under separate items) Only

Fixing metallic gate and shutter hooks and eyes of size (Hoks and eyes to be paid Rupees Three Paise SixtySeven

under seperate items) Only

Fixing metallic door latches of sizes with necessary screws etc. complete (Door Rupees Six Paise FiftyThree

latches and screws to be paid under separate items) Only

Fixing metallic mortice night latches with necassary screws including making

Rupees NinetyTwo Paise

384 12006 12.12 necessary holes in wooden door shutter etc. complete (Mortice night latches and Each

screw to be paid under separate items)

Fixing metallic ball catchers 10mm dia. (Ball catchers to be paid under separate Rupees Seven Paise SixtyFour

Fixing metallic casement window fasteners with necessary screws etc. complete

386 12008 12.2 Each 5.90 Rupees Five Paise Ninety Only

(casement window fasteners and screws to be paid under separate items)

Fixing metallic casement stays of size with necessary screws etc. complete

387 12009 12.21 Each 5.90 Rupees Five Paise Ninety Only

(casement stays and screws to be paid under separate items)

Fixing metallic cup board or wardrobe locks of sizes with necessary screws Rupees NinetyTwo Paise

etc.complete (Locks and screws to be paid separately) FiftyNine Only

Fixing metallic or plastic cupboard or handrobe knobs of sizes with necessary Rupees Seven Paise SixtyFour

screws/ bolts etc. complete (knobs and screws / bolts to be paid separately) Only

Fixing metallic floor door stoppers of sizes with rubber cushion screws etc. to suit

Rupees Four Paise Fourteen

390 12012 12.26 shutter thickeness complete (Floor door stopper with rubber cushion and screws Each

to be paid under separate items)

Fixing metallic door handles or knobs for mortice locks with necessary screws etc. Rupees Three Paise SixtySeven

complete (Door handles /knobs and screws to be paid spearately) Only

Providing and fixing sheet glass, selected quality (Type-C) bedded in putty and Rupees One Thousand One

392 13001A 13.1 fixed with wooden beading including the cost of wooden beadings of first class Sqm 1154.48 Hundred FiftyFour Paise

teakwood and necessary cutting of glass. (1) 5 mm thick. FourtyEight Only

Providing and fixing sheet glass, selected quality (Type-C) bedded in putty and Rupees One Thousand One

393 13001B 13.1 fixed with wooden beading including the cost of wooden beadings of first class Sqm 1187.86 Hundred EightySeven Paise

teakwood and necessary cutting of glass. (2) 6 mm thick. EightySix Only

Providing and fixing rough cast wired glass, 6mm thick bedded in putty and fixed

Rupees Five Hundred SixtyFour

394 13002 13.3 with wooden beading including the cost of wooden beadings of Indian teak wood Sqm

Paise EightyFive Only

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

Providing and fixing sheet glass ordinary quality bedded in putty and fixed with Rupees One Thousand One

395 13003A 13.5 wooden beadings including the cost of wooden beadings of first-class teak wood Sqm 1113.53 Hundred Thirteen Paise

and necessary cutting of glass. (3) 3mm thick FiftyThree Only

Providing and fixing sheet glass ordinary quality bedded in putty and fixed with Rupees One Thousand One

396 13003B 13.5 wooden beadings including the cost of wooden beadings of first-class teak wood Sqm 1134.21 Hundred ThirtyFour Paise

and necessary cutting of glass. (4) 4mm thick TwentyOne Only

Extra for using ground glass (frosted or obscured on one side) instead of plain Rupees ThirtyEight Paise

glass. TwentyNine Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Deduct for difference in cost of meterials and labour involved in method of glazing

Rupees Four Hundred FiftySix

398 13005 13.11 if changed in item No. 13 (A) Front and back puttied and sprigged or fixed with Sqm

Paise FiftyFive Only

Rupees Twenty Paise

399 13006 13.12 Grinding, Polishing and rounding of edges of glass or glazing sheets. Rmt

EightyEight Only

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E.

Rupees Seven Hundred

terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4

400 14001AA 14.2 Sqm 752.43 FiftyTwo Paise FourtyThree

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and down gauge) and

Providing thick40mm

and laying with white, black orchips

thick marble white and blak

flooring marble

and of required

Rupees Eight Hundred

terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4

401 14001BA 14.2 Sqm 874.91 SeventyFour Paise NinetyOne

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and down gauge) and

Providing thick40mm

and laying with white, black orchips

thick marble white and blak

flooring marble

and of required

Rupees Eight Hundred

terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4

402 14001CA 14.2 Sqm 819.24 Nineteen Paise TwentyFour

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and down gauge) and

Providing thick40mm

and laying with white, black orchips

thick marble white and blak

flooring marble

and of required

Rupees Eight Hundred

terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4

403 14001DA 14.2 Sqm 831.97 ThirtyOne Paise NinetySeven

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and down gauge) and

Providing thick40mm

and laying with white, black orchips

thick marble white and blak

flooring marble

and of required

Rupees Seven Hundred

terrazo) to granolithic finish with under layer 30mm thick cement concrete 1:2:4

404 14001EA 14.2 Sqm 747.65 FourtySeven Paise SixtyFive

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and down gauge) and

Providing thickmarble

and laying with white,

skirtingor (Terrazo)

white andorblak dedomarble cihps

rubbed, ofpolished

Rupees Six Hundred

to Granolithic finish top layer 6mm thick with white,black or white and black

405 14002AA 14.4 Sqm 621.99 TwentyOne Paise NinetyNine

marble chips of size from smallest to 4mm nominal size laid in cement marble

Providing and3:1 (3- Cement

laying marble :chips

1 marble powder

skirting by weight)

(Terrazo) or dedoinrubbed,

Rupees Six Hundred

to Granolithic finish top layer 6mm white,black or white and black marble chips of

406 14002BA 14.4 Sqm 699.93 NinetyNine Paise NinetyThree

size from smallest to 4mm nominalsize laid in cement marble powder mix 3:1 (3-

Providing marble

marbleby weight

chips ) in proportion

skirting (Terrazo) orofdedo4:7 (4-cement

rubbed, and marble

to Granolithic finish top layer 6mm white,black or white and black marble chips of Rupees Six Hundred FiftyFive

size from smallest to 4mm nominalsize laid in cement marble powder mix 3:1 (3- Paise ThirtyNine Only

Providing marble

marbleby weight)

chips in proportion

skirting (Terrazo) orofdedo4:7 (4-cement

rubbed, andmarble

Rupees Six Hundred

to Granolithic finish top layer 6mm white,black or white and black marble chips of

408 14002DA 14.4 Sqm 672.89 SeventyTwo Paise EightyNine

size from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3-

Providing marble

marbleby weight)

chips in proportion

skirting (Terrazo) orofdedo4:7 (4-cement

rubbed, andmarble

to Granolithic finish top layer 6mm white,black or white and black marble chips of Rupees Six Hundred Nine Paise

size from smallest to 4mm nominalsize laid in cement marble powder mix 3:1 (3- TwentySix Only

Cement : 1 marble powder of 4:7 (4-cement marble powder mix : 7-marble chips

Providing and laying cushioning layer on R.C.C. Slab consisting of 75mm thick lime,

Rupees Two Hundred

410 14003AA 14.16 concrete using brick aggregate of 20mm nominal size mortar compresing of 1- Sqm

FourtyEight Paise Sixteen Only

Lime : 2- fine sand)

Precast terrzo tiles 22mm thick with white, Black or white and black marble chips

of sizes upto 6mm, laid in floors, treads of steps and landings on a bed of 25mm Rupees Five Hundred

average thickness of lime mortar 1:6 jointed with neat cement slurry mixed with SeventyOne Paise Eight Only

Precast to match

thick withincluding

white Black rubbing andand

or white polishing complete

black marble with

Rupees Five Hundred

of sizes upto 6mm laid in floors, treads of steps and landings on a bed of 25mm

412 14003CA 0 Sqm 532.91 ThirtyTwo Paise NinetyOne

average thickness of lime mortar 1:6 jointed with neat cement slurry mixed with

Precast to match

27 to 28mmof tiles

with white rubbing

Black and polishing

or white complete

and black marblewith

chips of sizes upto 6mm laid in floors, treads of steps and landings on a bed of Rupees Five Hundred

25mm average thickness of lime mortar 1:6 jointed with neat cement slurry mixed NinetySeven Paise Seven Only

Precast terrzoto match

tiles 27 tothe shade

thick withincluding rubbing

white Black and and

or white polishing

Rupees Five Hundred

chips of sizes upto 6mm laid in floors, treads of steps and landings on a bed of

414 14003EA 0 Sqm 597.91 NinetySeven Paise NinetyOne

25mm average thickness of lime mortar 1:6 jointed with neat cement slurry mixed

Providing and to match

laying the shade

precast terrazoof tiles including

tile 20mm rubbing

thick and polishing

white,black, white andcomplete

(or of the colour specified in specification of tender item) marble chips of sizes Rupees Four Hundred

upto 6mm laid in floors, treads of steps and landings on a bed of 25mm average EightyTwo Only

Providing andLime mortar

laying 1:1.5(1-Lime

precast terrazo tileputty

20mm : 1.5 coarse

thick whitesand)

colour specified in specification of tender item) marble chips of sizes upto 6mm Rupees Six Hundred Two Paise

laid in floors, treads of steps and landings on a bed of 25mm average thickness of Ninety Only

Providing and1:1.5(1-Lime

laying precastputty : 1.5 tile

terrazo sand) or C.M.

20mm thick1:6 jointed with neatand

white,black,white cement

(or of the colour specified in specification of tender item) marble chips of sizes Rupees Five Hundred FiftyFive

upto 6mm laid in floors, treads of steps and landings on a bed of 25mm average Paise Eighteen Only

thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or C.M. 1:6(:1 -

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and laying precast terrazo tiles 20mm thick with marble chips of sizes.

upto 6mm in skirting and risers of steps not exceedings 30 cms. in height on 10mm Rupees Six Hundred

thick cement plaster 1:3 (1-cement : 3-coarse sand ) jointed with neat cement FourtyNine Paise Three Only

slurry including

Providing rubbing terrazo

laying precast and polishing complete

tiles 20mm thickwith

marbleof. (A) Light

Rupees Seven Hundred

6mm in skirting and risers of steps not exceedings 30 cms. in hieght on 10mm

419 14005BA 14.21 Sqm 725.38 TwentyFive Paise ThirtyEight

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

slurry including

Providing rubbing

and laying and terrazo

precast polishing complete

tiles 20mm thickwith with

tiles of. (B) Medium

marble chips ofShades

upto 6mm in skirting and risers of steps not exceedings 30 cms. in height on 10mm Rupees Six Hundred Twenty

thick cement plaster 1:3 (1-cement : 3-coarse sand ) jointed with neat cement Paise ThirtyNine Only

slurry including

Providing rubbing

and laying and polishing

chequered terrazocomplete

tiles 22mm with tileswith

thick of. (B) Darkchips

upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5 (1-Lime putty : 1.5 Rupees Seven Hundred Fifty

coarse sand) or C.M. 1:6 (1 -cement :6 - coarse sand) jointed with neat cement Paise EightyThree Only

Providing andwith pigment

laying to match

chequered the tiles

terrazo shade22mmof thethick

marblerubbing and

Rupees Seven Hundred

upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5 (1-Lime putty :

422 14006BA 14.25 Sqm 733.34 ThirtyThree Paise ThirtyFour

coarse sand) or C.M. 1:6 (1 - cement : 6 - coarse sand) jointed with neat cement

Providing andwith pigment

laying to match

chequered the tiles

terrazo shade28mmof thethick

marblerubbing and

upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 Rupees Seven Hundred

(1-Lime putty :1.5 coarse sand) or C.M. 1:6 (1- cement : 6- coarse sand) jointed TwentyEight Paise FiftySix Only

Providing cement slurry

laying mixed with

chequered pigment

terrazo to match

tiles 28mm thewith

thick shade of tiles

marble including

upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 Rupees Seven Hundred

(1-Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with neat cement slurry mixed ThirtyNine Paise Seventy Only

with pigment to match the shade of tiles including rubbing and polishing

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and Rupees Eight Hundred

425 14008AA 14.29 landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand Sqm 847.87 FourtySeven Paise EightySeven

) finishing with flush pointing in white cement. Only

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and Rupees Nine Hundred

426 14008BA 14.29 (B) landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand Sqm 957.63 FiftySeven Paise SixtyThree

) finishing with flush pointing in white cement. Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads Rupees One Thousand

427 14008CA 14.29 (C1) of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- Sqm 1073.13 SeventyThree Paise Thirteen

coarse sand ) finishing with flush pointing in white cement. Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in flooring treads Rupees One Thousand Four

428 14008DA 14.29 (C2) of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- Sqm 1484.61 Hundred EightyFour Paise

coarse sand ) finishing with flush pointing in white cement. SixtyOne Only

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and

Rupees Nine Hundred

429 14009AA 14.32 dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed Sqm

FourtySix Paise Fifty Only

with white cement slurry

Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on Rupees Nine Hundred

430 14009BA 14.32 (B) 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white Sqm 995.81 NinetyFive Paise EightyOne

cement slurry Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers of Rupees One Thousand One

431 14009CA 14.32 (C1) steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and Sqm 1141.45 Hundred FourtyOne Paise

jointed with white cement slurry FourtyFive Only

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of steps and Rupees One Thousand Five

432 14009DA 14.32 (C2) dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed Sqm 1538.85 Hundred ThirtyEight Paise

with white cement slurry EightyFive Only

Providing and laying marble stone slab flooring over 20mm (average)base of

Rupees Two Thousand One

cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 -

433 14011A 14.36 Sqm 2134.79 Hundred ThirtyFour Paise

coarse sand) laid and jointed with gray cement slurry including rubbing and

SeventyNine Only

polishing complete.

Providing and laying(A) Marble

polished slabstone

Kota 25mm thick

slab flooring over 20mm (Average) thick

Rupees Nine Hundred

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

434 14012AA 14.43 Sqm 976.72 SeventySix Paise SeventyTwo

:1.5 - coarse sand) laid over and jointed with grey cement slurry mixed with

Providing match thepolished

laying shade ofKota

including rubbing over

slab flooring and polishing etc. complete.

20mm (Average) thick

Rupees One Thousand

base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and

435 14012BA 14.43 Sqm 1043.53 FourtyThree Paise FiftyThree

jointed with grey cement slurry including rubbing and polishing etc. complete. (B)

Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting

Rupees One Thousand One

Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand)

436 14013A 14.44 Sqm 1121.48 Hundred TwentyOne Paise

and jointed with gray cement slury mixed with pigment to match the shade of slab

FourtyEight Only

including rubbing

Providing and layingandrough

polishing etc. dressed

chiseled complete. stone flooring over 20mm average

Rupees Five Hundred

thick base of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5 (1-Lime

437 14014AA 14.46 Sqm 549.47 FourtyNine Paise FourtySeven

putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-

stone dust) etc. complete. (A) 25mm thick

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and laying rough chiseled dressed stone flooring over 20mm thick base

Rupees Six Hundred Sixteen

438 14014BA 14.46 of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5 including pointing Sqm

Paise TwentyFive Only

with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (B) 40mm thick

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-

Rupees Two Hundred

439 14015AA 14.71 graded stone aggregate 20mm nominal size) laid in one layer and finished with a Sqm

EightyThree Paise Fifteen Only

floating coat of neat cement. (A) 40mm thick.

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-

Rupees Three Hundred Thirty

440 14015BA 14.71 graded stone aggregate 20mm nominal size) laid in one layer and finished with a Sqm

Paise EightyEight Only

floating coat of neat cement. (B) 50mm thick.

Providing and laying cement concrete pavement (25mm to 50mm thick) with 1:2:4 Rupees Four Thousand Three

441 14016A 14.74 (1-cement : 2-coarse sand : 4-stone aggregate 20mm nominal size) including cu.m 4322.90 Hundred TwentyTwo Paise

finishing with floating coat of neat cement complete. Ninety Only

Providing and laying precast cement concrete tiles 20mm thick with aggregate of

Rupees Four Hundred

sizes upto 6mm laid on floors, treads of steps and landing on 20mm thick bed of

442 14017A 14.81 Sqm 494.73 NinetyFour Paise SeventyThree

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

Providing andjointed with neat cement

laying chequered precastslurry

cementwith pigmenttiles

concrete to match

aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm thick Rupees Five Hundred

bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse sand) TwentyEight Paise One Only

joint with neat cement slurry with pigments to match the shade of the tiles.

Rupees One Hundred

444 14018B (A) Extra for rubbing & polishing the precast c.c. tiles for flooring sketing deta. Sqm 147.62 FourtySeven Paise SixtyTwo

Rupees Five Hundred

Providing and laying brick on edge flooring laid dry grouted with c.M. 1:6 (1 -

445 14019A 14.9 Sqm 557.38 FiftySeven Paise ThirtyEight

Cement : 6 - coarse sand) including finishing the joints flush curing etc. complete.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of

Rupees One Thousand Three

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing

446 14020A 0 Sqm 1397.83 Hundred NinetySeven Paise

flooring by adhesive material including dismentaling of existing flooring and

EightyThree Only

vitrified slurry

tile flooring with

Rupees One Thousand Three

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing

447 14021A 0 Sqm 1397.83 Hundred NinetySeven Paise

flooring by adhesive material including dismentaling of existing flooring and

EightyThree Only

vitrified slurry

tile flooring with

Rupees One Thousand Three

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing

448 14022A 0 Sqm 1334.64 Hundred ThirtyFour Paise

flooring by adhesive material including dismentaling of existing flooring and

Providing andcolor

fixingcement slurry

pre-cast including

concrete kerbfinised

stone with flush

of gray pointing

cement & cleaning

Rupees Three Hundred

block 30cm length,30cm height and 15cm thick of M200 grade concret as per

449 14023A 0 Rmt 383.38 EightyThree Paise ThirtyEight

approved design and including excavation for fixing in proper line and level,filling

Providing and C:M

fixing1:3 (1cement:3fine

pre-cast concrete sand) etc complete.

kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M250 grade concret as per Rupees Three Hundred

approved design and including excavation for fixing in proper line and level,filling SixtyOne Paise SixtyFour Only

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

Rupees Six Hundred EightySix

451 14033 mechanically and as per approved design Confirming to IS 15658 : 2006 including Sqm

Paise Ninety Only

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying broken chine mosaic flooring for terrace using 12 mm

Rupees Seven Hundred

to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain

452 14035 Sqm 747.29 FourtySeven Paise TwentyNine

or slope and to be tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and extending them upto 15 cm

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm / Rupees One Thousand Four

453 14036 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm. thick Sqm 1417.36 Hundred Seventeen Paise

cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry. ThirtySix Only

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L

Rupees Seven Hundred

Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I.

454 15001A 15.1 Sqm 727.13 TwentySeven Paise Thirteen

limpet washer. filled with white lead complete excluding the cost of purlins,

Rafters and Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J.

Rupees Six Hundred FourtyOne

455 15002A 15.7 or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 Sqm

Paise NinetyFour Only

mm thick sheet.

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed with G.I. J or Rupees One Thousand

456 15003A 15.8 L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts and nuts 8mm dia G.I. Sqm 1053.21 FiftyThree Paise TwentyOne

Limpet and bitumen washers complete. Only

Providing and fixing 150mm wide 450mm over all semicircular plain G.I.sheet class-

Rupees Five Hundred SixtyOne

457 15005A 15.1 3 gutter with Iron brackets 40mm x 3mm size Bolts, Nuts, washers etc. including Sqm

Paise TwentySeven Only

making necessary connection with rain water pipes. (i) 0.80 mm thick Sheet.

Filling cement concrete 1:2:4 (1- Cement :2-coarse sand :4-graded stone aggregate Rupees TwentyThree Paise

12.5 mm nominal size) in gaps of A.C. sheet corrugation and wings of ridges. SixtyTwo Only

Providing and fixing tiles roofing with manglore tiles including teak reepers of sizes Rupees Two Hundred Sixty

50mm x 25mm. Paise EightyEight Only

Providing and fixing five courses water profing treatment with bitumen felt

Rupees Four Hundred

consisting of second and fourth course of blown / bitumen or/ and residual

460 15011A 15.75 Sqm 471.51 SeventyOne Paise FiftyOne

bitumen applied hot at 1.2 kg.per Sq.M.of area for each course and first course

with fibre base bitunen saturated under lay type land third course with fibre base

Providing and fixing on wall face C.I. Rain water pipe including filling the joints

Rupees Two Hundred EightySix

461 15012 15.87 with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1- Cement : 2- Rmt

Paise FourtySix Only

fine sand) (A) 75 mm dia.

Providing and fixing M.S Holder bat clamps of approved design to C.I. or S.C.I.

Rupees One Hundred

pipes embedded in and including cement concrete blocks 100mm x 100mm x

462 15013 15.88 Each 117.72 Seventeen Paise SeventyTwo

100mm. size of 1:2:4 ( 1-Cement : 2- coarse sand :4- graded stone aggregate of

20mm nominal size ) and cutting holes and making good the wall etc, complete.

Providing and fixing and embedding sand, C.I. rain water pipes in the masonry

Rupees Three Hundred Six

463 15014 15.9 surrounded with 12mm thick cement mortar of the same mix as that of masonry. Rmt

Paise Eighteen Only

(A) 75 mm dia pipe.

Providing and fixing for wall plugs and standard holder bat clamps comprising of

Rupees SixtyNine Paise Four

464 15016A 15.94 two semicircular haves of flat iron and cast iron base screwed on wooden plugs. Each

Providing and fixing for wall plugs and standard holder bat clamps comprising of

Rupees SeventyEight Paise

465 15016B 15.94 two semicircular haves of flat iron and cast iron base screwed on wooden plugs. Each

FourtyFour Only

(C) 100 mm dia.

Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet Rupees One Thousand Four

466 15019 fixed with hilti screw and rubber silicon sealer and alluminium strip of size 50 x 3 Sqm 1441.90 Hundred FourtyOne Paise

mm etc complete as directed by Engineer in charge. Ninety Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and Rupees One Thousand

467 16001AA 16.3 wood screws (frame work and cover fillings to be measured and laid for Sqm 1023.55 TwentyThree Paise FiftyFive

separately) (A) Indian Teak wood (i) 12mm thick Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and Rupees One Thousand Five

468 16001BA 16.3 wood screws (frame work and cover fillings to be measured and laid for Sqm 1503.89 Hundred Three Paise

separately) (A) Indian Teak wood (ii) 20mm thick EightyNine Only

Providing and fixing wooden planks ceiling with tounged and grooved jointing and Rupees One Thousand Eight

469 16001CA 16.3 wood screws (frame work and cover fillings to be measured and laid for Sqm 1810.61 Hundred Ten Paise SixtyOne

separately) (A) Indian Teak wood (iii) 25mm thick Only

Rupees ThirtySeven Paise

470 16002 16.3A Deduct for butt jointing in place of touged and grooved type joint in item No.16.3 Sqm

Providing and fixing fibre insulations board lining with butt jointing and Nails Rupees Two Hundred

(frame worked cover fillets to be measured and paid for separately) (i) 12mm thick SixtyNine Paise Thirty Only

Providing and fixing fibre insulations board lining with butt jointing and Nails

Rupees Three Hundred

472 16003B 16.4 (frame worked cover fillets to be measured and paid for separately) (ii) 18mm Sqm

FiftySeven Paise FiftyOne Only

Providing and fixing fibre insulations board lining with butt jointing and Nails Rupees Four Hundred

473 16003C 16.4 (frame worked cover fillets to be measured and paid for separately) (iii) 25mm Sqm 438.37 ThirtyEight Paise ThirtySeven

Rupees Two Hundred

Providing and playwood lining with but jointed and nails (frame work and cover

474 16004A 16.13 Sqm 299.74 NinetyNine Paise SeventyFour

fillets to be measured and paid for separately) (i) 6mm thick ply.

Providing and playwood lining with but jointed and nails (frame work and cover Rupees Four Hundred Three

fillets to be measured and paid for separately) (ii) 9mm thick ply. Paise Seven Only

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles

having Tegular edge & 15 mm Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles shall have , light reflection

85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also

having thermal conductivity0.043° w/m KC.for the best thermal Insulation . The

Light weight calcium Silicate tile shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe having NRC value of 0.75 NRC

or equivalent of size 595 X 595 mm to be laid on true horizontal level suspended

inter locking metal grid of hot dipped galvanized steel sections (galvanizing @120

grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and size of 24X38mm made from 0.30 mm thick

(minimum) sheet, 1200mm centre to centre, and cross ‘T’ of size 24X28mm made

out of 0.33mm (Minimum) sheet spaced 1200mm along spaced between main ‘T’

Rupees One Thousand Six

at 600mm centre to centre to form agrid of 1200X600mm and secondary cross ’T’

476 16006 Sqm 1648.96 Hundred FourtyEight Paise

of length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to

be interlocked at middle of the 1200X600mm panel to form grid of size

600X600mm resting on periphery walls/partitions on a perimeter wall angle pre-

coated steel of size (24X24X3000mm made of 0.40mm thick (minimum) sheet with

the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws

@ 230mm interval and laying 15mm thick Densified edges light weight calcium

silicate ceiling tiles of approved texture (Fine Fissured/Cosmos/Spintone) in the

grid including, cutting /making opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’ runners to be

suspended from ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed to

ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods

with galvanized steel level clips of size 85X30X0.8mm, spaced at 1200mm centre

to centre long main ‘T’ bottom exposed with 24mm of all T-sections shall be pre-

painted with polyester baked paint, for all heights, as per specifications, drawings

Pro. And fixing single layer water proof gypsum board 12.5 mm thick sections

using water proof board of size 1220 mm x 1830 mm x 8.0 mm suspended by GI

suspender channel of size 25 mm x 3 mm with intermediate channel og size

mm x 40 mm x 0.8 mm at 1220 mm center to center ceiling section of size 40 mm

Rupees Six Hundred Six Paise

477 16007 x 35 mm x 0.55 mm at 457 mm c/c and perimeter channel A of size 20 mm x 27 Sqm

NinetyFive Only

mm x 30 mm x 0.5 mm at edges & drops incl.paper tap sand sofit cleat, anchor

fastener, scoch bolt connecting cleat,joining compound top coat on ceiling

incl.making necy.opening for light fitting,diffuser etc. comp. as per detail drawing

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

Rupees One Hundred Fourty

478 17001A 17.58 interior plastering upto floor two level and finished even and smooth in (i)Cement Sqm

Paise Sixteen Only

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

Providing 10mm thick cement plaster in single coat on brick/concrete walls for Rupees One Hundred

479 17001B 17.58 interior plastering upto floor two level and finished even and smooth in (ii) Sqm 125.99 TwentyFive Paise NinetyNine

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

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

Rupees One Hundred Eleven

480 17001C 17.58 interior plastering upto floor two level and finished even and smooth in (iii) Sqm

Paise EightyFour Only

Cement mortar 1:6 (1-cement:6-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of Rupees One Hundred

481 17002A 17.6 single or half brick walls for interior plastering upto floor two level and finished Sqm 187.71 EightySeven Paise SeventyOne

even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Only

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

Rupees One Hundred

482 17002B 17.6 single or half brick walls for interior plastering upto floor two level and finished Sqm

SixtySeven Paise Three Only

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

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of Rupees One Hundred

483 17002C 17.6 single or half brick walls for interior plastering upto floor two level and finished Sqm 145.88 FourtyFive Paise EightyEight

even and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand) Only

Providing 20mm thick cement plaster in single coat on single or half brick walls for

Rupees Two Hundred Fourty

484 17003A 17.61 interior plastering upto floor two level and finished even and smooth in (i) Cement Sqm

Paise TwentyOne Only

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

Approved Rates with 1% L.C.

Item (As per SOR 2024-25)

Sr. NO Item Code No.as per Description Unit

Providing 20mm thick cement plaster in single coat on single or half brick walls for

Rupees Two Hundred Thirteen

485 17003B 17.61 interior plastering upto floor two level and finished even and smooth in (ii) Sqm

Paise Sixteen Only

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