BUILDING WORK

Name of Work : Annual Rate Contract For Various Health Care Facilities at Taluka: Lunawada And Khanpur Dist.

Mahisagar, Gujarat State.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

SOR RATE RS.IN WORD

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

Fine sand) FourtySix Paise EightySeven Only

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

Fine sand) Seventy Paise ThirtyOne Only

Lime Mortar 1:3 (1-lime putty/Equivalent dry Hydrated Lime : 3 - Rupees One Thousand Five Hundred

Fine sand) EightyTwo Paise TwentyEight Only

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

1.5 Fine sand) SeventySeven Paise Seven Only

Rupees Six Thousand Two Hundred

5 02005A 40579 Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m

TwentyTwo Paise Twelve Only

Rupees Four Thousand Four Hundred

6 02006A 40944 Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m

SeventyThree Paise TwentyNine Only

Rupees Three Thousand Five Hundred

7 02007A 41310 Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m

NinetyNine Paise TwentySeven Only

Rupees Two Thousand Nine Hundred

8 02008A 41675 Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m

Two Paise Two Only

Rupees Two Thousand Five Hundred

9 02009A 42040 Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m

TwentySix Paise FiftyNine Only

Rupees Two Thousand Two Hundred

10 02010A 42405 Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m

Four Paise SeventyEight Only

Rupees Three Thousand Six Hundred

11 02011A 43136 Cement Mortar 1:3 (1-Cement: 3 - coarse sand) cu.m

TwentySix Paise SixtyThree Only

Rupees Two Thousand Nine Hundred

12 02012A 43501 Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m

TwentyNine Paise ThirtyEight Only

Rupees Two Thousand Five Hundred

13 02013A 43866 Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m

FiftyThree Paise NinetyFive Only

Rupees Two Thousand Two Hundred

14 02014A 44232 Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m

ThirtyTwo Paise Fourteen Only

Rupees One Thousand Nine Hundred

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

Ten Paise ThirtyThree Only

Lime Mortat 1:1.5 (1- Lime putty / Equivalent dry hydrated Rupees One Thousand Seven Hundred

Lime:1.5 coarse sand) NinetyNine Paise EightyThree Only

Excavation for foundation upto 1.5 m depth including sorting out

Rupees One Hundred TwentyTwo Paise

17 04001A 0 and stacking of useful materials and disposing off the excavated cu.m

NinetyFour Only

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees One Hundred FiftySeven Paise

18 04001B 0 and stacking of useful materials and disposing off the excavated cu.m

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Two Hundred SixtyEight Paise

19 04001C 0 and stacking of useful materials and disposing off the excavated cu.m

stuff upto 50 Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Two Hundred SeventyEight

20 04001D 0 and stacking of useful materials and disposing off the excavated cu.m

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Six Hundred TwentySeven Paise

21 04001E 0 and stacking of useful materials and disposing off the excavated cu.m

FourtySeven Only

stuff upto 50 Meter lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees One Hundred ThirtySix Paise

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or Thirty Only

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees One Hundred Seventy Paise

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Fifty Only

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Two Hundred EightySeven

disposing off the excavated stuff upto 50 Meter lead.(C) Hard Paise TwentyOne Only

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Three Hundred One Paise

disposing off the excavated stuff upto 50 Meter lead. EightyFive Only

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Six Hundred FiftyOne Paise

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

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees One Hundred FourtyNine Paise

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or SixtyFive Only

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees One Hundred EightyTwo Paise

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or NinetyFour Only

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

29 04003C 0 cu.m 300.02 Rupees Three Hundred Paise Two Only

disposing of the excavated stuff upto 50 Meter lead.(C) Hard

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Three Hundred TwentyFive

disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock Paise SixtyTwo Only

not requiring Blasting

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Six Hundred SeventyFive Paise

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

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

32 04004A 0 cu.m 22.18 Rupees TwentyTwo Paise Eighteen Only

and disposing of the excavated stuff upto 50 m lead.(A) Loose or

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

33 04004B 0 cu.m 22.18 Rupees TwentyTwo Paise Eighteen Only

and disposing off the excavated stuff upto 50 m lead.(B) Dense or

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

34 04004C 0 cu.m 30.49 Rupees Thirty Paise FourtyNine Only

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

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

35 04004D 0 cu.m 39.36 Rupees ThirtyNine Paise ThirtySix Only

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

not require Blasting

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials

36 04004E 0 cu.m 39.36 Rupees ThirtyNine Paise ThirtySix Only

and disposing of the excavated stuff upto 50 m lead.(E) Hard

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

lead of (A) 50 m to 100 m Only

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

lead of (B) 100 m to 200 m Only

Add extra for Disposing off the excavated stuff of above items for

39 04005C 0 cu.m 52.36 Rupees FiftyTwo Paise ThirtySix Only

lead of (C) 200 m to 300 m

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

lead of (D) 300 m to 400 m Only

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

lead of (E) 400 to 500 m TwentyEight Only

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in Rupees One Hundred ThirtySix Paise

depth consolidating each disposited layer by ramming and NinetyTwo Only

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

ramming, consolidating and dressing complete Paise Eighty Only

Filling in foundation and plinth with murrum or selected soil in

Rupees Two Hundred NinetyFive Paise

44 04008A 0 layers of 20cm. thickness including watering, ramming and cu.m

consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in layers

Rupees Six Hundred TwentyOne Paise

45 04009A 0 of 20cm. thickness including watering, remming and cu.m

consolidating etc. complete.

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

and getting out the soil and disposal of the surplus excavated soil Rupees One Thousand One Hundred

as directed within a lead of 50 Meter for following diameter of Fourteen Paise Nine Only

pipes.(i)200 mm

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

and getting out the soil and disposal of the surplus excavated soil Rupees One Thousand Three Hundred

as directed within a lead of 50 Meter for following diameter of ThirtyThree Paise SixtyOne Only

pipes.(ii) 250 mm

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

and getting out the soil and disposal of the surplus excavated soil Rupees One Thousand Five Hundred

as directed within a lead of 50 Meter for following diameter of Sixty Paise FourtyFive Only

pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under reamed Rupees Four Hundred FourtyFour Paise

piles of following Diameter.(i) 200 mm FiftyFour Only

Extra for under reaming inside the bore Holes for under reamed Rupees Five Hundred ThirtyFour Paise

piles of following Diameter.(ii) 250 mm Eighteen Only

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

piles of following Diameter.(iii) 300 mm Only

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

Rupees Three Hundred SeventyThree

52 04012A 4.29 bore holes are made deeper or shallower than Each

Paise Twenty Only

3.5M. for Piles of following diameter.(i) 200 mm

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

Rupees Four Hundred NinetySeven

53 04012B 4.29 bore holes are made deeper or shallower than Each

Paise FiftyNine Only

3.5M. for Piles of following diameter.(ii) 250 mm

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

Rupees Five Hundred FiftySeven Paise

54 04012C 4.29 bore holes are made deeper or shallower than Each

3.5M. for Piles of following diameter.(iii) 300 mm

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Two Hundred Twelve Paise

55 04B001A 0 and stacking of useful materials and disposing off the excavated cu.m

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Two Hundred SeventyTwo

56 04B001B 0 and stacking of useful materials and disposing off the excavated cu.m

Paise FiftySeven Only

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Four Hundred SixtyFive Paise

57 04B001C 0 and stacking of useful materials and disposing off the excavated cu.m

stuff upto 50 Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Five Hundred ThirtyTwo Paise

58 04B001D 0 and stacking of useful materials and disposing off the excavated cu.m

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

Excavation for foundation upto 1.5 m depth including sorting out

Rupees One Thousand Nine Paise

59 04B001E 0 and stacking of useful materials and disposing off the excavated cu.m

stuff upto 50 Meter lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Two Hundred ThirtyFive Paise

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or Five Only

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Two Hundred NinetyFive Paise

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Ten Only

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Four Hundred NinetyEight

disposing off the excavated stuff upto 50 Meter lead.(C) Hard Paise NinetyThree Only

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees Five Hundred FiftyFive Paise

disposing off the excavated stuff upto 50 Meter lead. FourtyNine Only

(D) Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and Rupees One Thousand FourtyEight

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

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Two Hundred FiftySeven Paise

disposing off the excavated stuff upto 50 Meter lead.(A) Loose or FiftySeven Only

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Three Hundred Seventeen Paise

disposing off the excavated stuff upto 50 Meter lead.(B) Dense or SixtyTwo Only

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Five Hundred TwentyOne Paise

disposing of the excavated stuff upto 50 Meter lead.(C) Hard FourtyFive Only

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees Five Hundred NinetyNine Paise

disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock ThirtyNine Only

not requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and Rupees One Thousand EightyEight Paise

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

Providing and laying in foundation and plinth / under floors lime

concrete with hand broken stone aggregates 40mm nominal size

Rupees Two Thousand Nine Hundred

70 05001A 5.1.6 and 40% mortar comprising of cu.m

Four Paise SeventyOne Only

1-Lime putty : 2-Fine sand and curing complete excluding cost of

Providing and laying in foundation and plinth / under floors lime

concrete with graded brick aggregates 40 mm nominal size and

Rupees Two Thousand Eight Hundred

71 05002A 5.1.8 40% mortar comprising of cu.m

FiftyThree Paise NinetySeven Only

1-Limeputty : 2-Fine sand and curing completeexcluding cost of

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

sand : 6- hand broken stone aggregates 40 mmnominal size) and Rupees Three Thousand NinetyTwo

curing complete excluding cost of formwork in (A) Foundation Paise TwentyTwo Only

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

coarse sand : 8- hand broken stone aggregates 40 mm nominal Rupees Two Thousand Seven Hundred

size) and curing complete excluding cost of formwork in (A) SixtySix Paise SixtySeven Only

Foundation and Plinth

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

Coarse sand : 6- crushed stone aggregates 20 mm nominal size) Rupees Four Thousand One Hundred

and curing complete including cost of formwork in (A) Wall Caps FourtySeven Paise ThirtyThree Only

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

: 5- Coarse sand : 10- hand broken stone aggregates 40 mm Rupees Two Thousand Six Hundred

nominal size) and curing complete excluding cost of formwork in Three Paise EightyNine Only

(A) Foundation and Plinth

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

Coarse sand : 6- Graded brick bat aggregate 40mm normal size) Rupees Three Thousand SixtyNine Paise

and curing complete excluding cost of formwork in (A) NinetyTwo Only

Foundation and Plinth

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

Coarse sand : 8- Graded Brick bats aggregate 40mm normal size) Rupees Two Thousand Seven Hundred

and curing complete excluding cost of formwork in (A) FourtyFour Paise ThirtySix Only

Foundation and Plinth

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

: 5- fine sand : 10- graded brick bat aggregates 40mm nominal Rupees Two Thousand Five Hundred

size) and curing complete excluding cost of formwork in (A) SixtySeven Paise NinetyEight Only

Foundation and Plinth

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

Coarse sand : 4- graded stone aggregates 20 mm nominal size) Rupees Three Thousand Eight Hundred

and curing complete excluding cost of formwork in (A) Paise Thirty Only

Foundation and Plinth

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

Coarse sand : 4- graded stone aggregates 20 mm nominal size) Rupees Three Thousand Eight Hundred

and curing complete excluding cost of formwork in Paise Thirty Only

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

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

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

Rupees Four Thousand EightyNine

81 05011AA 5.4.1 and curing complete excluding cost of formwork and cu.m

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete

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

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

and curing complete excluding cost of formwork and Rupees Four Thousand One Hundred

reinforcement for reinforced concrete work in (B) Slabs, landing, EightyFour Paise NinetyOne Only

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto

floor two level.

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

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

Rupees Four Thousand One Hundred

83 05011DA 5.4.1 and curing complete excluding cost of formwork and cu.m

EightyFour Paise NinetyOne Only

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

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

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

Rupees Five Thousand TwentyThree

84 05011EA 5.4.1 and curing complete excluding cost of formwork and cu.m

Paise ThirtySeven Only

reinforcement for reinforced concrete work in (E)Staircases

excluding landing upto floor two level

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

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

Rupees Four Thousand Four Hundred

85 05011KA 5.4.1 and curing complete excluding cost of formwork and cu.m

ThirtyFour Paise EightySix Only

reinforcement for reinforced concrete work in (K)Vertical and

Horizontial its upto floor two level.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

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

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

for reinforced concrete Chhajjas not exceeding 10cm. thickness

Rupees Six Thousand Six Hundred

86 05012A 5.4.4 upto floor two level including finishing the exposed surfaces with cu.m

EightyEight Paise TwentyNine Only

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

even surface centering and formwork and curing complete

excluding cost of reinforcement.

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

87 05013A 40302 bending binding, and placing in position complete upto floor two kg 61.65 Rupees SixtyOne Paise SixtyFive Only

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

Rupees SixtyThree Paise EightySeven

88 05014AA 40667 bending, binding and placing in position complete upto floor two kg

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

Rupees SixtyEight Paise ThirtyThree

89 05014BA 40667 including bending, binding and placing in position complete upto kg

floor two level

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

Rupees SeventySeven Paise

90 05014C 40667 including bending, binding and placing in position complete upto kg

TwentyNine Only

floor two level

Providing TMT Bar FE 550D reinforcement for R.C.C. work

Rupees NinetyFour Paise NinetyNine

91 05014D 40667 including bending, binding and placing in position complete upto kg

floor two level

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

92 05015A 41398 cu.m 41.54 Rupees FourtyOne Paise FiftyFour Only

two level excluding cost of reinforcment

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

93 05016A 5.4.13A kg 1.05 Rupee One Paise Five Only

above floor two level.

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

Rupees One Hundred FourtyFive Paise

94 05017 42494 exposed surface with cement mortar 1:3 (1-Cement : 3- Fine Sqm

SeventySix Only

Providing throating or plaster drip and moulding to

95 05018 43224 Rmt 43.05 Rupees FourtyThree Paise Five Only

R.C.C. Chhajja.

Providing upto floor two level precast cement concrete jali or

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

4-graded stone aggregate 6mm nominal size) reinforced with 1.6 Rupees Seven Hundred NinetyFour

mm dia. Mild steel wire including roughening,cleaning, fixing and Paise FourtyThree Only

finishing in cement mortar 1:3 and curing complete. (A) 50mm

Providing upto floor two level precast cement concrete jali or

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

4-graded stone aggregate 6mm nominal size) reinforced with 1.6 Rupees Seven Hundred TwentyTwo

mm dia. Mild steel wire including roughening,cleaning, fixing and Paise SixtyEight Only

finishing in cement mortar 1:3 and curing complete. (B) 40mm

Providing upto floor two level precast cement concrete jali or

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

4-graded stone aggregate 6mm nominal size) reinforced with 1.6 Rupees Seven Hundred FourtyOne Paise

mm dia. Mild steel wire including roughening,cleaning, fixing and NinetyThree Only

finishing in cement mortar 1:3 and curing complete. (C) 25mm

Providing upto floor two level precast cement concrete jali or

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

4-graded stone aggregate 6mm nominal size) reinforced with 1.6 Rupees Eight Hundred TwentyFour

mm dia. Mild steel wire including roughening,cleaning, fixing and Paise Seventeen Only

finishing in cement mortar 1:3 and curing complete. (D) 75mm

Providing upto floor two level precast cement concrete jali or

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

4-graded stone aggregate 6mm nominal size) reinforced with 1.6 Rupees Eight Hundred FiftyFive Paise

mm dia. Mild steel wire including roughening,cleaning, fixing and SixtySix Only

finishing in cement mortar 1:3 and curing complete.(E) 100mm

Extra for additional lift for providing and fixing in position

101 05020 5.6.9 Sqm 10.46 Rupees Ten Paise FourtySix Only

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

Providing and laying damp proof course 25mm thick cement

Rupees Three Hundred TwentyOne

102 05021A 5.7.1 concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 Sqm

Paise NinetySeven Only

mm nominal size) and curing complete

Extra for providing and mixing water proofing material in

Litres or Kg per

103 05022 5.7.5 Cement concrete in mix proportion recommended by the 49.16 Rupees FourtyNine Paise Sixteen Only

Quintal of Cement

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement Rupees Four Thousand TwentyTwo

for reinforced concrete work in (A) Foundations, footings,Base of Paise SeventyTwo Only

columns and Mass concrete

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement Rupees Four Thousand Three Hundred

for reinforced concrete work in (B) Walls, from top of foundation ThirtyTwo Paise NinetyTwo Only

level upto floor two level

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

Rupees Four Thousand Three Hundred

106 05023CA 5.8.1 for reinforced concrete work in (C) Slabs, landing, shelves, cu.m

Six Paise Thirty Only

Balconies, Lintels, Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement Rupees Four Thousand Four Hundred

for reinforced concrete work in (D) Columns, Pillars posts and Eleven Paise Seventy Only

struts upto floor two level.

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement Rupees Five Thousand Four Hundred

for reinforced concrete work in (E) Staircases excluding landing Eighteen Paise SeventyOne Only

upto floor two level

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement Rupees Four Thousand Seven Hundred

for reinforced concrete work in (K) Vertical and Horizontial its Twenty Paise NinetyTwo Only

upto floor two level.

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and Rupees Four Thousand One Hundred

reinforcement for reinforced concrete work in (A) Foundations, Thirteen Paise FourtyTwo Only

footings, Base of columns and Mass concrete

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and Rupees Four Thousand Six Hundred

reinforcement for reinforced concrete work in (B) Walls, from SixtyFive Paise FourtyTwo Only

top of foundation level upto floor two level

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

Rupees Four Thousand Six Hundred

112 05024CA 5.8.2 reinforcement for reinforced concrete work in (C) cu.m

ThirtyEight Paise Eighty Only

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

Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and Rupees Four Thousand Seven Hundred

reinforcement for reinforced concrete work in (D) Columns, FourtyFour Paise Twenty Only

Pillars posts and struts upto floor two level.

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and Rupees Five Thousand Seven Hundred

reinforcement for reinforced concrete work in (E) Staircases One Paise ThirtySix Only

excluding landing upto floor two level

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and Rupees Four Thousand Nine Hundred

reinforcement for reinforced concrete work in (K) Vertical and Two Paise Nine Only

Horizontial its upto floor two level.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and Rupees Four Thousand Three Hundred

reinforcement for reinforced concrete work in (A) Foundations, EightyEight Paise FiftyEight Only

footings, Base of columns and Mass concrete.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and Rupees Four Thousand Six Hundred

reinforcement for reinforced concrete work in (B) Walls, from NinetyEight Paise SeventyEight Only

top of foundation level upto floor two level

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

Rupees Four Thousand Six Hundred

118 05025CA 5.8.3 reinforcement for reinforced concrete work in (C) cu.m

SeventyTwo Paise Sixteen Only

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

Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and Rupees Four Thousand Seven Hundred

reinforcement for reinforced concrete work in (D) Columns, SeventySeven Paise FiftySix Only

Pillars posts and struts, upto floor two level.

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

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

Rupees Eight Thousand Three Hundred

120 05026A 0 and finishing smooth with curing etc. complete including the cost cu.m

FiftyFive Paise Four Only

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

work in (i) Slabs upto 8cm thickness

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

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

and finishing smooth with curing etc. complete including the cost Rupees Seven Thousand Four Hundred

of formwork but excluding the cost of reinforsement for R.C.C SeventyFive Paise SixtyOne Only

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

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

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

and finishing smooth with curing etc. complete including the cost Rupees Six Thousand Eight Hundred

of formwork but excluding the cost of reinforsement for R.C.C EightyEight Paise Fifteen Only

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

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

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

and finishing smooth with curing etc. complete including the cost Rupees Six Thousand Three Hundred

of formwork but excluding the cost of reinforsement for R.C.C Four Paise Twenty Only

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

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of Rupees Eight Thousand Four Hundred

formwork but excluding the cost of reinforsement for R.C.C work SixtyThree Paise SixtyNine Only

in (i) Slabs upto 8cm thickness

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of Rupees Seven Thousand Five Hundred

formwork but excluding the cost of reinforsement for R.C.C work EightyFour Paise TwentyFive Only

in (ii) Slabs having more than 8 cm and upto 10 cm.thickness

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of Rupees Six Thousand Seven Hundred

formwork but excluding the cost of reinforsement for R.C.C work SeventyOne Paise SixtySix Only

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

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of Rupees Six Thousand Four Hundred

formwork but excluding the cost of reinforsement for R.C.C work Twelve Paise EightyFour Only

in (iv) Slabs having more than 13 cm and upto 15 cm.thickness

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

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

Rupees Nine Thousand Five Hundred

128 05028A 0 exposed work with curing etc. complete including the cost of cu.m

FourtyTwo Paise Five Only

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

in (i) Slabs upto 8cm thickness

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

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

Rupees Eight Thousand Four Hundred

129 05028B 0 exposed work with curing etc. complete including the cost of cu.m

TwentyFive Paise TwentyOne Only

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

in (ii) Slabs having more than 8 cm and upto 10 cm.thickness

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

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

Rupees Seven Thousand Four Hundred

130 05028C 0 exposed work with curing etc. complete including the cost of cu.m

FiftyFour Paise Three Only

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

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

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

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

Rupees Six Thousand Nine Hundred

131 05028D 0 exposed work with curing etc. complete including the cost of cu.m

ThirtySeven Paise FiftyNine Only

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of Rupees Nine Thousand Six Hundred

formwork but excluding the cost of reinforsement for R.C.C work Fifty Paise SixtyNine Only

in (i) Slabs upto 8cm thickness

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of Rupees Eight Thousand Five Hundred

formwork but excluding the cost of reinforsement for R.C.Cwork ThirtyThree Paise EightyFive Only

in (ii) Slabs having more than 8 cm and upto 10 cm.thickness

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of Rupees Seven Thousand Five Hundred

formwork but excluding the cost of reinforsement for R.C.Cwork One Paise Ninety Only

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

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of Rupees Seven Thousand FourtySix Paise

formwork but excluding the cost of reinforsement for R.C.Cwork TwentyThree Only

in (iv) Slabs having more than 13 cm and upto 15 cm.thickness

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

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

Rupees Ten Thousand Two Hundred

136 05030 0 for R.C.C lintel including finishing smooth with,curing etc. cu.m

Nineteen Paise ThirtyNine Only

complete including the cost of formwork but excluding the cost of

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

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

and finishing smooth with,curing etc. complete including the cost Rupees Eight Thousand Five Hundred

of formwork but excluding the cost of reinforcement for R.C.C NinetyThree Paise Eighty Only

work in (A) BEAMS

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

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

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

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

Rupees Seven Thousand Six Hundred

138 05031A2 0 of formwork but excluding the cost of reinforcement for R.C.C cu.m

SixtyFive Paise Sixty Only

work in (A) BEAMS

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

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

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

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

Rupees Six Thousand Five Hundred

139 05031A3 0 of formwork but excluding the cost of reinforcement for R.C.C cu.m

SeventyEight Paise Seven Only

work in (A) BEAMS

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

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

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

and finishing smooth with,curing etc. complete including the cost Rupees Twelve Thousand Three

of formwork but excluding the cost of reinforcement for R.C.C Hundred Seventeen Paise Two Only

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

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

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

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

Rupees Ten Thousand Six Hundred

141 05031B2 0 of formwork but excluding the cost of reinforcement for R.C.C cu.m

FiftyEight Paise Sixteen Only

work in (B) COLUMNS: (ii) Having cross-sectional area more

0.08 Sq.M and upto 0.18 Sq.M

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

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

and finishing smooth with,curing etc. complete including the cost Rupees Eight Thousand Six Hundred

of formwork but excluding the cost of reinforcement for R.C.C NinetyTwo Paise EightySeven Only

work in (B) COLUMNS: (iii) Having cross-sectional area more

than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying ordinary cement concrete M.150exposed

work with curing etc. complete including the cost of formwork Rupees Ten Thousand Four Hundred

but excluding the cost of reinforcement for R.C.C. work in (A) FourtyThree Paise Six Only

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

Providing and laying controlled cement concrete M.150exposed

work with curing etc. complete including the cost of formwork

Rupees Nine Thousand One Hundred

144 05032A2 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

SixtySix Paise ThirtySix Only

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

Providing and laying controlled cement concrete M.150exposed

work with curing etc. complete including the cost of formwork

Rupees Seven Thousand Six Hundred

145 05032A3 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

Seventy Paise Fifty Only

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

Providing and laying controlled cement concrete M.150exposed

work with curing etc. complete including the cost of formwork Rupees Thirteen Thousand Nine

but excluding the cost of reinforcement for R.C.C. work in (B) Hundred SixtyThree Paise Sixty Only

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

Providing and laying controlled cement concrete M.150exposed

work with curing etc. complete including the cost of formwork

Rupees Twelve Thousand Two Hundred

147 05032B2 0 but excluding the cost of reinforcement for R.C.C. work in(B) cu.m

FiftySeven Paise SeventyThree Only

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

and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.150exposed

work with curing etc. complete including the cost of formwork

Rupees Nine Thousand Eight Hundred

148 05032B3 0 but excluding the cost of reinforcement for R.C.C. work in(B) cu.m

EightyFour Paise Ten Only

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

and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork Rupees Ten Thousand Seven Hundred

but excluding the cost of reinforcement for R.C.C. work in(A) SixtyTwo Paise SixtyFive Only

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork

Rupees Nine Thousand Four Hundred

150 05033A2 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

EightyFive Paise NinetyFive Only

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

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork

Rupees Seven Thousand Nine Hundred

151 05033A3 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

Ninety Paise Nine Only

BEAMS :(iii) Having

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

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork

Rupees Fourteen Thousand Six

152 05033B1 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

Hundred Three Paise Nineteen Only

COLUMNS:(i) Having

cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork

Rupees Twelve Thousand Five Hundred

153 05033B2 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

SeventySeven Paise ThirtyThree Only

COLUMNS:(ii) Having

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

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork

Rupees Ten Thousand Two Hundred

154 05033B3 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

Three Paise Seventy Only

COLUMNS:(iii) Having

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

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork Rupees Ten Thousand Eight Hundred

but excluding the cost of reinforcement for R.C.C. work in (A) TwentyFour Paise TwentySix Only

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

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork

Rupees Nine Thousand Five Hundred

156 05034A2 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

FourtySeven Paise FiftySix Only

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

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork

Rupees Eight Thousand FiftyOne Paise

157 05034A3 0 but excluding the cost of reinforcement for R.C.C. work in (A) cu.m

BEAMS :(iii) Having

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

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork

Rupees Fourteen Thousand Six

158 05034B1 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

Hundred SixtyFour Paise Eighty Only

COLUMNS:(i) Having

cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork

Rupees Twelve Thousand Six Hundred

159 05034B2 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

ThirtyEight Paise NinetyFour Only

COLUMNS:(ii) Having

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

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork

Rupees Ten Thousand Two Hundred

160 05034B3 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m

SixtyFive Paise ThirtyOne Only

COLUMNS: (iii) Having

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

Providing and applying anticarrasive treatment with polymer

base materials to the steel rainfarcement including descaling the Rupees Four Thousand One Hundred

dust and applying the preventive coating of approved make (for SixtyEight Paise NinetySix Only

the R.C.C. structures near coastal area only) etc complete.

Providing and fixing in expansion joint 100 mm thick expansion

Rupees Two Thousand Nine Hundred

162 05047 joint board of best quality and approved make including cutting Sqm

EightyTwo Paise Six Only

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

Providing and laying and fixing 50 mm thick expansion joint by

hydro cell semi rigid UV resistance with high performance Rupees One Thousand Four Hundred

laminated closed cell polythene foam joint filler in sheet foam as NinetyOne Paise Three Only

directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion joint by

hydro cell semi rigid UV resistance with high performance Rupees Seven Hundred FourtyFive

laminated closed cell polythene foam joint filler in sheet foam as Paise FiftyOne Only

directed, etc. complete.

Applying and providing Expansion joint sealing System on

mm vide joint including cleaning of exansion joint by mechanical

means provision of adhesive and flexible membrane with

Rupees Four Thousand Seven Hundred

165 05050 required bond length as per menufracturer specification and Sqm

SeventyTwo Only

4mm thick alluminium strip covering with one side sloted and

bolted with suitable system, inclusive of all manpower,

machinery and material as per specification and as directed.

Providing and filling the expansion joint by polymer confirm to

BS 4254-1983 as per required shade and specifi-cation by

making groove of 50 mm x 12.5 mm lather by cutting or by Rupees Five Hundred Fifteen Paise

repairing groove and removing mortar drop or any other foreign ThirtyNine Only

materials including applying primer and filling required size

(oversize of joint PU foam etc. complete.

Providing and filling the expansion joint by polymer confirm to

BS 4254-1983 as per required shade and manufactured specifi-

cation by making groove of 25 mm x 12.5 mm lather by cutting or Rupees Two Hundred SeventyThree

by repairing groove and removing mortar drop or any other Paise SixtyEight Only

foreign materials including applying primer and filling required

size (oversize of joint PU foam etc. complete

Providing and fixing 25 cm Wide & 3mm thick exterior

composite panel on existing expansion joint horizontally & Rupees One Thousand FiftyFour Paise

vertically with all material, hardware, acessories & fittings etc ThirtyFour Only

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying in position Ready Mixed M-150 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of Rupees Three Thousand Nine Hundred

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

centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-200 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of Rupees Five Thousand Nineteen Paise

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

centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained)

Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of Rupees Five Thousand SeventySeven

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

centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 450 kg )

Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of Rupees Five Thousand Two Hundred

R.M.C. from transit mixer to site of laying, excluding the cost of SixtyNine Paise EightyNine Only

centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of Rupees Five Thousand Three Hundred

R.M.C. from transit mixer to site of laying, excluding the cost of SixtyEight Paise Thirteen Only

centering shuttering finishing and reinforcement including cost

of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash(Min cement level as per

latest IS 456 shall be maintained) (Cement level 500 kg )

Providing and applying anti carbonation, anti fading, mold

resistant, heat insulating, and 100% acrylic breathable decorative

external waterproof coating of approved shade having Viscosity

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

product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Rupees One Hundred TwentyOne Paise

Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide

diffusion resistance properties for coating materials and coating

systems for exterior masonry and concrete as per DIN EN 1062-6

(2002-2010) by a NBA Grade "A" accredited institution.

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause 1015),

having minimum density 95kg/cum, non-staining with less than

Rupees Five Hundred NinetyTwo Paise

175 05060 1% water absorption & compression recovery of 93% minimum Sqm

as per specification for 12 mm wide expansion joint including

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

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause 1015),

having minimum density 95kg/cum. non-staining with less than

Rupees Eight Hundred Three Paise

176 05061 1% water absorption & compression recovery of 93% minimum Sqm

as per specification for 20 mm wide expansion joint including

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause 1015),

having minimum density 95kg/cum. non-staining with less than

Rupees One Thousand Three Hundred

177 05062 1% water absorption & compression recovery of 93% minimum Sqm

Thirty Paise NinetyTwo Only

as per specification for 40 mm wide expansion joint including

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

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having weathering

Rupees One Hundred SeventyEight

178 05063 resistance to ultra-violet rays and shall exhibit shore A hardness Rmt

Paise Seventy Only

of 25 and have movement accommodation factor 25% including

using of compatible primer of approved standard etc. complete.

for 12 mm thick joint

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having weathering

Rupees Two Hundred FiftyEight Paise

179 05064 resistance to ultra-violet rays and shall exhibit shore A hardness Rmt

of 25 and have movement accommodation factor 25% including

using of compatible primer of approved standard etc. complete.

For 20 mm thick joint

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Five Hundred

plinth in Cement Mortar 1:5. (1- Cement NinetySix Paise Eleven Only

: 5 -fine sand)(A) Modular

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Two Hundred

plinth in Cement Mortar 1:5. (1- Cement FourtyFive Paise Nine Only

: 5 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Five Thousand Eight Paise

plinth in Cement Mortar 1:5. (1- Cement NinetyEight Only

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

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Four Hundred

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) NinetyOne Paise SeventyFive Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Two Hundred

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Fourteen Paise ThirtyThree Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Nine Hundred

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash SeventyEight Paise TwentyTwo Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Three Hundred

plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(A) EightyThree Paise FiftyOne Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Ninety Paise

plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(B) SixtyTwo Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Eight Hundred

plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand)(C) Fly Ash FiftyFour Paise FiftyOne Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Three Hundred

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(A) NinetyThree Paise Five Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand One Hundred

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(B) One Paise FiftyTwo Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Eight Hundred

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine sand)(C) Fly SixtyFive Paise FourtyOne Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Three Hundred

plinth in Lime Mortar 1: 2 (1- Lime putty SeventyThree Paise EightySeven Only

: 2 -fine sand)(A) Modular

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand SeventyNine

plinth in Lime Mortar 1: 2 (1- Lime putty Paise FiftyNine Only

: 2 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and Rupees Four Thousand Eight Hundred

plinth in Lime Mortar 1: 2 (1- Lime putty ThirtyEight Paise TwentySix Only

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

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

floor two level (A) Modular FourtyEight Only

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

floor two level (B) Conventional SeventyTwo Only

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

floor two level(C) Fly Ash Bricks SeventyTwo Only

Extra for brick work in superstructure above floor two level Item

198 06007A1A 6.2 per floor per cu.m 45.16 Rupees FourtyFive Paise Sixteen Only

No. 1(6.12) (A) Modular

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

199 06007A2A 6.2 per floor per cu.m

No. 1(6.12) (B) Conventional Only

Extra for brick work in superstructure above floor two level Item

200 06007A3A 6.2 per floor per cu.m 50.07 Rupees Fifty Paise Seven Only

No. 1(6.12) (C) Fly Ash Bricks

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

201 06007B1A 6.2 per floor per cu.m

No. 2(6.13) (A) Modular Only

Extra for brick work in superstructure above floor two level Item

202 06007B2A 6.2 per floor per cu.m 42.12 Rupees FourtyTwo Paise Twelve Only

No. 2(6.13) (B) Conventional

Extra for brick work in superstructure above floor two level Item Rupees FourtyNine Paise SeventyFive

203 06007B3A 6.2 per floor per cu.m

No. 2(6.13) (C) Fly Ash Bricks Only

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

204 06007C1A 6.2 per floor per cu.m

No. 3 (A) Modular Only

Extra for brick work in superstructure above floor two level Item

205 06007C2A 6.2 per floor per cu.m 40.88 Rupees Fourty Paise EightyEight Only

No. 3 (B) Conventional

Extra for brick work in superstructure above floor two level Item Rupees FourtyEight Paise FiftyTwo

206 06007C3A 6.2 per floor per cu.m

No. 3 (C) Fly Ash Bricks Only

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Extra for brick work in superstructure above floor two level Item

207 06007D1A 6.2 per floor per cu.m 43.9 Rupees FourtyThree Paise Ninety Only

No. 4 (A) Modular

Extra for brick work in superstructure above floor two level Item

208 06007D2A 6.2 per floor per cu.m 40.99 Rupees Fourty Paise NinetyNine Only

No. 4 (B) Coventional

Extra for brick work in superstructure above floor two level Item Rupees FourtyEight Paise SixtyThree

209 06007D3A 6.2 per floor per cu.m

No. 4 (C) Fly Ash Bricks Only

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

210 06007E1A 6.2 per floor per cu.m

No. 5 (A) Modular Only

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

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

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth Only

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

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

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth EightyFour Only

(B) Conventional

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

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

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth SixtyEight Only

(C)Fly Ash Bricks

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

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

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

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

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

mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth SeventyNine Only

(B) Conventional

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

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

mortar 1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth SixtyEight Only

(C)Fly Ash Bricks

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

having crushing strength not less than 35 Kg/Sq.Cm. in Lime Rupees Five Hundred NinetyFour Paise

mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and Fifty Only

plinth (A) Modular

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

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

mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and TwentyOne Only

plinth (B) Conventional

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

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

mortar 1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and SixtyEight Only

plinth (C)Fly Ash Bricks

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

No. 5 (B) Coventional Only

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

Rupees Six Hundred EightyFour Paise

221 06009AA 6.31 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Sqm

round bars after every three course embedded in Cement Mortar

in foundation and plinth (A) Modular

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

Rupees Six Hundred NinetySix Paise

222 06009BA 6.31 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Sqm

ThirtyThree Only

round bars after every three course embedded in Cement Mortar

in foundation and plinth (B) Conventional

Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

Rupees Seven Hundred Eighty Paise

223 06009CA 6.31 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel Sqm

FourtyThree Only

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

224 06009E3A 6.2 cu.m 48.3 Rupees FourtyEight Paise Thirty Only

No. 5 (C) Fly Ash Bricks

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

upto floor two level. (A) Modular Only

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

upto floor two level. (B) Conventional Only

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

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

Extra for half brick masonry in superstructure above floor two

228 06011AA 6.33 Sqm 6.2 Rupees Six Paise Twenty Only

level. (A) Modular

Extra for half brick masonry in superstructure above floor two

229 06011BA 6.33 Sqm 6.3 Rupees Six Paise Thirty Only

level.(B) Conventional

Extra for half brick masonry in superstructure above floor two

230 06011CA 6.33 Sqm 7.21 Rupees Seven Paise TwentyOne Only

level. (C) Fly Ash Bricks

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

Rupees Three Hundred TwentyTwo

231 06012AA 6.55 building bricks having crushing strength not less than 35 Sqm

Paise NinetySix Only

Kg/Sq.Cm. (i) In Cement Mortar 1:4 ( 1- Cement : 4 - coarse sand)

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

building bricks having crushing strength not less than 35 Rupees Three Hundred Sixteen Paise

Kg/Sq.Cm. (ii) In Cement Mortar 1:5 ( 1- Cement : 5 - coarse FourtyThree Only

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

building bricks having crushing strength not less than 35 Rupees Three Hundred SixtySeven

Kg/Sq.Cm. (iii) Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement : 5 Paise FourtySeven Only

Masonary work using Aerated light weight concrete block having

crushing strength not less than 35 kg/sqcm for super structure Rupees Four Thousand Five Hundred

above plinth level upto floor two level in cement mortar 1:5 ( 1 NinetyEight Paise SixtyThree Only

cement : 5 fine sand ) complete as per Technical Specification

Providing and laying Precast Lightweight concrete hollow core

wall with hollow core concrete unit of approved make & size of

92 mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm

Rupees Seven Hundred FiftyFour Paise

235 06015 / 3000 mm / 3300 mm in legth made from of controlled cement Sqm

FourtySeven Only

concrete M20 having cube compressive strength not less than

MPa jointing with high strength & tensile adhesion non-shrink

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying Precast Lightweight concrete hollow core

wall with hollow core concrete unit of approved make & size of

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

mm / 3000 mm / 3300 mm in legth made from of controlled Rupees Eight Hundred Fifty Paise

cement concrete M20 having cube compressive strength not less FourtyTwo Only

than 20 MPa jointing with high strength & tensile adhesion

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

Providing and laying Precast Regular concrete hollow core wall

with hollow core concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm

/ 2600 mm / 2850 mm / 3000 mm / 3300 mm in legth made Rupees Seven Hundred EightyFour

from of controlled cement concrete M35 having cube Paise SeventySeven Only

compressive strength not less than 35 MPa jointing with high

strength & tensile adhesion non-shrink cementitious joint

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

Providing and laying Precast Regular concrete hollow core wall

with hollow core concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm /

Rupees Eight Hundred EightyThree

238 06018 3000 mm / 3300 mm in legth made from of controlled cement Sqm

Paise SeventyFive Only

concrete M35 having cube compressive strength not less than

MPa jointing with high strength & tensile adhesion non-shrink

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

(i) Uncoursed Rubble Masonry with hard stone of approved

Rupees Two Thousand Five Hundred

239 07001AA 7.6 quality in foundations and plinth in Cement Mortar 1:6 (1- cu.m

EightyFour Paise NinetyFive Only

cement : 6-coarse sand including levelling up etc. complete

(ii) Uncoursed Rubble Masonry with hard stone of approved

Rupees Two Thousand Six Hundred

240 07001BA 7.6 quality in foundations and plinth in Cement Mortar 1:5 (1- cu.m

TwentySeven Paise TwentyFour Only

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

(iii) Uncoursed Rubble Masonry with hard stone of approved

Rupees Two Thousand Four Hundred

241 07001CA 7.6 quality in foundations and plinth in Lime Mortar 1:1.5 (1-Lime : cu.m

TwentyNine Paise EightyFive Only

1.5-coarse sand including levelling up etc. complete

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

floor two level Paise FourtySeven Only

Rupees TwentyFive Paise EightyFive

243 07003A 7.9 Extra for additional lift in superstructure above floor two level. cu.m

Coursed rubble masonry with hard stone of approved quality in

Rupees Three Thousand Four Hundred

244 07004A 7.17 A foundations and plinth in Cement Mortar 1:6 (1-Cement : 6- cu.m

SeventyFour Paise FourtyFive Only

coarse sand) etc. complete.

Coursed rubble masonry with stone of approved quality in

Rupees Three Thousand Five Hundred

245 07005AA 7.17 B foundations and plinth in Cement Mortar 1:5 cu.m

Twelve Paise Ninety Only

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

Coursed rubble masonry with stone of approved quality in

Rupees Three Thousand Six Hundred

246 07005BA 7.17 C foundations and plinth in Cement Mortar 1:4 cu.m

TwentyFive Paise FiftyFour Only

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

Coursed rubble masonry with stone of approved quality in

Rupees Three Thousand Eight Hundred

247 07005CA 7.17 D foundations and plinth in Cement Mortar 1:3 cu.m

ThirtyFour Paise SeventyOne Only

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

Extra over item No. 7.17 for superstructure above plinth level Rupees Three Hundred FourtyNine

248 07006 7.19 Per floor per cu.m

upto floor two level Paise NinetySeven Only

Rupees ThirtySeven Paise SeventyNine

249 07007A 7.2 Extra for additional lift in superstructure above floor two level. Per floor per cu.m

White Stone Bela mesonry block in course in superstructure with

Rupees Five Thousand One Hundred

250 07008A 0 stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : cu.m

EightySeven Paise Five Only

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

White Stone Bela mesonry work in partition walls upto 15 cm Rupees Six Hundred FiftySix Paise Fifty

thickness in cement Mortar 1:4 ( 1- Cement : 4- course sand) Only

White Stone Bela mesonry block in course in superstructure with

Rupees Six Thousand Two Hundred

252 07010A 0 stone of approved quality in Lime Mortar 1:5 (1-Cement :5- cu.m

NinetyEight Paise FourtyFour Only

course sand) including packing the joints etc. complete.

White Stone Bela mesonry block in course in superstructure with

Rupees Six Thousand Two Hundred

253 07011A 0 stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- cu.m

Seventy Paise Eighteen Only

course sand) including packing the joints etc. complete.

Precast concrete block masonry (including quoin blocks jamb

blocks closer etc.) with solid concrete blocks of approved size

Rupees Three Thousand Seven Hundred

254 07012A 7.75 made of cement concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6- cu.m

SeventyOne Paise NinetySeven Only

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 Rupees Two Hundred EightyOne Paise

superstructue above plinth upto floor two level. SeventyTwo Only

Precast concrete block masonry in partition walls 10 cm. thick

with solid block of approved size (including quion blocks Jamb

Rupees Six Hundred SeventySix Paise

256 07014A 7.82 blocks closer etc.) made of C.C.1:3:6 (1- Cement : 3- coarse sand : Sqm

EightyFive Only

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

Providing and laying hollow block masonry 90 mm thick using

hollow concrete blocks IS 2185 (Part-I ) grade B (5.0) with

Rupees Three Hundred SeventySix

257 07015 0 Cement Mortar 1:4 laying in perfect line level and plinth Sqm

Paise TwentyThree Only

preparing grading the joints incl. the cost of scaffolding and

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

Providing and laying hollow block masonry 140 mm thick using

follow blocks masonry IS 2185 (Part-I ) grade B (5.0) with

Rupees Four Hundred FiftyFive Paise

258 07016 0 Cement Mortar 1:4 laying in parfect line level and plint propering Sqm

FourtyThree Only

groding the jaints ind. the cast of seaffolding and quiring etc . (A)

Block masonry in 1:1:8 cement lime mortar

Providing and laying hollow block masonry 190 mm thick using

follow blocks masonry IS 2185 (Part-I ) grade B (5.0) with

Rupees Five Hundred Nineteen Paise

259 07017 0 Cement Mortar 1:4 laying in perfect line level and plint propering Sqm

groding the jaints ind. the cast of seaffolding and quiring etc (A)

Block masonry in 1:1:8 cement lime mortar

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. Height of propping and centering below

Rupees One Hundred EightyThree Paise

260 09001AA 9.1 supporting floor to ceiling not exceeding 4 M. and removal of the Sqm

SeventyThree Only

same for in situ reinforced concrete and plain concrete work in.

(A) Foundations Footings Bases of Columns etc. and Mass

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. Height of propping and centering below

Rupees Two Hundred SixtySeven Paise

261 09001B1A 9.1 supporting floor to ceiling not exceeding 4 M. and removal of the Sqm

TwentyFive Only

same for in situ reinforced concrete and plain concrete work in.

(B) Flat surfaces such as soffits of supspened floors slabs

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. Height of propping and centering below

Rupees Two Hundred EightySeven

262 09001B2A 9.1 supporting floor to ceiling not exceeding 4 M. and removal of the Sqm

Paise TwentyNine Only

same for in situ reinforced concrete and plain concrete work in.

(B) Flat surfaces such as soffits of suspended floor roof slabs

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

Rupees Two Hundred FourtyThree

263 09001CA 9.1 floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

Paise EightySix Only

situ reinforced concrete and plain concrete work in. (C) Vertical

surface such as walls (any thickness) partitions and the like

including attached buttresses & string course & the like.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting Rupees Three Hundred Nineteen Paise

floor to ceiling not exceeding 4 M. and removal of the same for in Three Only

situ reinforced concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting Rupees Four Hundred Ten Paise

floor to ceiling not exceeding 4 M. and removal of the same for in EightyNine Only

situ reinforced concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

Rupees Two Hundred Seven Paise

266 09001H1A 9.1 floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

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

and soffits of Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

Rupees Two Hundred SeventyThree

267 09001H2A 9.1 floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

Paise NinetyThree Only

situ reinforced concrete and plain concrete work in. (H) (2) Sides

and soffits of Beams Beam Haunchings canti-levers Girders

Bressumers and Lintels exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting Rupees SeventyThree Paise ThirtyFour

floor to ceiling not exceeding 4 M. and removal of the same for in Only

situ reinforced concrete and plain concrete work in. (I) Edges of

slabs and Breaks in floors and walls.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

Rupees Seven Hundred One Paise

269 09001KA 9.1 floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

FiftyThree Only

situ reinforced concrete and plain concrete work in. (K) Small

surfaceassuch as cantiever brackets and ends of steps caps and

basses to pilasters and Columns and the like.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting Rupees One Hundred SeventyThree

floor to ceiling not exceeding 4 M. and removal of the same for in Paise FiftyNine Only

situ reinforced concrete and plain concrete work in. (L) Chullah

Hoods, weather shades Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

Rupees Two Hundred Sixty Paise

271 09001MA 9.1 floor to ceiling not exceeding 4 M. and removal of the same for in Sqm

FiftySeven Only

situ reinforced concrete and plain concrete work in. (M)

Staircase with sloping or stepped soffits including risers and

stringers excluding landing.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting Rupees Four Hundred Five Paise

floor to ceiling not exceeding 4 M. and removal of the same for in EightyNine Only

situ reinforced concrete and plain concrete work in. (Q) Vertical

fins and vertical sun breakers.

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Four Hundred Seven Paise

273 09002AA 9.2 supporting floor to ceiling including temporary brick or stone Sqm

SeventyFive Only

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Seven Hundred Fourteen Paise

274 09002BA 9.2 supporting floor to ceiling including temporary brick or stone Sqm

EightyFive Only

pillars for supporting as required. (ii) Height more than

M.and upto 6.0 M.

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Five Hundred NinetySeven

275 09002CA 9.2 supporting floor to ceiling including temporary brick or stone Sqm

Paise NinetySix Only

pillars for supporting as required. (iii) Height more than 6.0 M.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

276 09003AA 9.7 give a fair finish in (A) Foundations, Footings, Bases of Columns Sqm

etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

277 09003B1A 9.7 give a fair finish in (B)Flat surfaces such as soffits of slabs Sqm

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

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

278 09003B2A 9.7 give a fair finish in (B) Flat surfaces such as soffits of slabs Sqm

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

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (C)Vertical surface such as walls Rupees NinetyEight Paise EightyFour

(anythickness) partitions & lime including attached pilasters Only

buttresses plinth & string course & like.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

280 09003G1A 9.7 give a fair finish in (G) Columns, Pillars, Posts and struts. (1) Sqm

Square, Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

281 09003G2A 9.7 give a fair finish in (G) Columns, Pillars, Posts and struts. (2) Sqm

Circular or curved in plan

Extra for Providing formwork with sheathing steel sheets so as to

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

Haunchingscantilevers Girders, Bressumers and Lintels not Only

exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets so as to

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

Haunchings cantilevers Girders, Bressumers and Lintels Only

exceeding 1 M. in Depth.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

284 09003IA 9.7 give a fair finish in (I) Edges of slabs and Breaks in floors and Sqm

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (K) Small surfaceas such as centilever Rupees NinetyEight Paise EightyFour

endsnBrackets and end of steps caps and basses to pilasters and Only

Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

286 09003LA 9.7 give a fair finish in (L) Chullah Hoods weather Shades Chhajjas Sqm

Corbels etc. and the like.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees NinetyEight Paise EightyFour

287 09003MA 9.7 give a fair finish in (M)Staircase with sloping or stepped soffits Sqm

including sisers and stringers excluding landing.

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

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

Providing wood work in frames of Doors, windows cleare story

10 Rupees Six Hundred Ten Paise

289 10001A 10.1 windows and othersimilar works wrought, framede and fixed in

Cu.Dm. TwentyThree Only

position. (A) Indian Teak Wood

Providing wood work in Trusses, Purling, Rafter, Post,Post Plates,

Rupees One Thousand Three Hundred

290 10002A 10.4 wall plates and the like wrought framed, hoisted and fixed in Cu.Dm.

EightySeven Paise Sixty Only

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

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clear story windows including anodised alluminium butt Rupees Four Thousand One Hundred

hinges with necessary screws.(A) Indian Teak Wood (1) Fully One Paise Six Only

Providing and fixing 35 mm thick shutters for Doors, windows

and clear story windows including anodised alluminium butt Rupees Three Thousand Four Hundred

hinges with necessary screws. (A) Indian Teak Wood (ii) Fully Three Paise SeventySeven Only

Providing and fixing 35 mm thick shutters for Doors, windows

and clear story windows including anodised alluminium butt Rupees Three Thousand Seven Hundred

hinges with necessary screws. (A) Indian Teak Wood(iii) Partly FiftyTwo Paise FourtyOne Only

panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors, windows

and clearstory windows including blackenamelled M.S. butt Rupees Three Thousand Seven Hundred

hinges with necessary screws. SeventyThree Paise EightyFour Only

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clearstory windows including blackenamelled M.S. butt Rupees Three Thousand SeventySix

hinges with necessary screws. Paise FiftyFive Only

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clearstory windows including blackenamelled M.S. butt Rupees Three Thousand Four Hundred

hinges with necessary screws. TwentyFive Paise Twenty Only

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

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Three Thousand One Hundred

298 10006AA 10.15 including anodised alluminium butt hinges with necessary Sqm

SeventyNine Paise NinetyFive Only

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

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Two Thousand Seven Hundred

299 10006BA 10.15 including anodised alluminium butt hinges with necessary Sqm

ThirtySix Paise Twenty Only

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

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminium butt hinges with necessary Rupees Two Thousand Nine Hundred

screws. (A) Indian teak wood. (iii) Partly panelled and partly FiftyEight Paise Eight Only

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Three Thousand One Hundred

301 10007AA 10.16 including black enamelled M.S. butt hinges with necessary Sqm

FiftyOne Paise SixtySeven Only

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

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Two Thousand Seven Hundred

302 10007BA 10.16 including black enamelled M.S. butt hinges with necessary Sqm

Seven Paise NinetyTwo Only

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing 25 mm thick shutters for cupboards etc.

including black enamelled M.S. butt hinges with necessary Rupees Two Thousand Nine Hundred

screws. (A) Indian teak wood. (iii) Partly panelled and partly TwentyNine Paise Eighty Only

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

of 35 mm thick shutters. Three Only

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Six Hundred

including anodised alluminium But hinges with necessary screws FiftyThree Paise ThirtySeven Only

and indian teak wood shutters with. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Six Hundred

including anodised alluminium But hinges with necessary screws FiftyEight Paise EightyFive Only

and indian teak wood shutters with. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Six Hundred

including anodised alluminium But hinges with necessary screws TwentySeven Paise SixtyEight Only

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

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Six Hundred

including anodised alluminium But hinges with necessary screws Paise Thirty Only

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

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Three Hundred

including black enamelled M.S. But hinges with necessary screws. TwentySeven Paise EightyFive Only

(A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Three Hundred

including black enamelled M.S. But hinges with necessary screws. ThirtyThree Paise Two Only

(B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Three Hundred

including black enamelled M.S. But hinges with necessary screws. One Paise EightyFive Only

(C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled

and glazed shutters, for Doors windows and clearstory windows Rupees Three Thousand Two Hundred

including black enamelled M.S. But hinges with necessary screws SeventyFour Paise SeventySix Only

. (D) Asbestos sheet panels.

Provoding and fixing flush door shutters, solid core construction

with frame of first class hardwood with cross board and face

veneer or plywood face panels, including anodised alluminium Rupees One Thousand Eight Hundred

butt hinges with necessary screws. (B) Non-decorative type and TwentyNine Paise SeventyFour Only

block board core anodised alluminium butt hinges in flush door

shutters (2) 35 mm thick.

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

plated piano hinges. Paise EightyThree Only

Extra for providing vision panel not exceeding 0.1 Sq.M. in all

315 10013 10.39 Sqm 24.9 Rupees TwentyFour Paise Ninety Only

types of flush doors. (A) Rectangular or Square.

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

Rupees Two Thousand Eight Hundred

316 10014A 10.5 dia,for Doors, windows and clearstory windows including Sqm

TwentyThree Paise Nineteen Only

anodised alluminium butt hinges with necessary screws. (A)

Indian teak wood.

Providing and fixing 30 mm wire gauge shutters using galvanised

M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm

Rupees One Thousand Two Hundred

317 10015A 10.5 dia,for Doors, windows and clearstory windows including bright Sqm

Seventy Paise Twelve Only

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

windows with wire of dia 0.71 mm instead of I,S,gauge Only

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 Rupees Two Hundred TwentyOne Paise

diametre alluminium curtain Road and brackets including fixing FiftyFive Only

with 25mm x 3mm M.S flat 10cm,long and plugs etc.complete.

Providing and fixing 40mm panelled, Glazed or panelled and

Rupees Three Thousand Five Hundred

320 10018A 10.8 glazed partitions fixed to frames with iron scews etc. complete Sqm

EightyOne Paise EightyNine Only

with indian teak wood (Frames tobe paid separately)

Providing and fixing Decorative plywood 4mm thick in partitions

Rupees Eight Hundred SixtySeven Paise

321 10019A 10.9 including fixing to frames with screws etc, complete with 50mm Sqm

x 12mm teak wood beading (Frames tobe paid separately)

Providing and fixing in partitions 4mm thick medium hard board

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

complete with 50mm x 12mm teak wood beading (Frames tobe FiftyThree Only

paid separately)

25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T

Rupees One Thousand Three Hundred

323 10022A 11 or L iron brackets fixed at suitable distances but not exceeding Sqm

ThirtyEight Paise NinetyEight Only

75 cm. apart with Mango wood or equivalent quality.

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T

Rupees One Thousand Seven Hundred

324 10023A 11 or L iron brackets fixed at suitable distances not exceeding 75 Sqm

TwentySeven Paise TwentyTwo Only

cm. apart with Mango wood or equivalent quality.

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

325 10024A 11 required spacing in wooden frames of windows and clerestory kg 70.5 Rupees Seventy Paise Fifty Only

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

frames of windows etc. with M.S. flats at required spacings and Rupees One Hundred Seven Paise

frame alround, square or round bars with round headed bolts SeventyFive Only

and nuts or by screws (A) Plain Grill.

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

frames of windows etc. with M.S. flats at required spacings and Rupees One Hundred SixtyTwo Paise

frame alround, square or round bars with round headed bolts ThirtyFive Only

and nuts or by screws. (B) ORNAMENTAL GRILL

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

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

Rupees Seven Hundred SeventySeven

328 10026A 10.1 mesh or weight not less than 7.75 kg. per Sq.M. to window frames Sqm

Paise SeventySeven Only

etc. including 60 x 20mm beading of teak wood.

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

gauge designation 85 G. with wire of dia.0.56 mm to windows Rupees Six Hundred EightyFive Paise

and celevating windows including 60 x 20mm beading of teak NinetyOne Only

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

moulded hand rails in straight lengths complete. Seven Only

(i) Providing and fixing glazed louvered glass windows and

Rupees Four Thousand Two Hundred

331 10029AA 0 ventilators with teak wood frame 10cm. x 7cm. size including 3 Sqm

Two Paise Twelve Only

coats of oil painting to wood work etc.complete.

(ii) Providing and fixing glazed louvered glass windows and

ventilators with teak wood frame 10cm. x 7cm. size including 3 Rupees Four Thousand Four Hundred

coats of oil painting to wood work etc.complete. with wooden ThirtyFour Paise ThirtyFive Only

louvers plank 12mm thick

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Four Thousand Six Hundred

333 10030A 0 cm x 7 cm. size including anodized alluminium fixtures and Sqm

FourtyOne Paise One Only

fastenings including primer coat of approved quality and two

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Five Thousand Three Hundred

334 10030B 0 cm x 7 cm. size including anodized alluminium fixtures and Sqm

ThirtyEight Paise Thirty Only

fastenings including primer coat of approved quality and two

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

cm x 7 cm. size including anodized alluminium fixtures and Rupees Four Thousand Nine Hundred

fastenings including primer coat of approved quality and two EightyNine Paise SixtyFive Only

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Four Thousand Six Hundred

336 10031A 0 cm x 7 cm. size including black enamelled iron oxidixed fixtures Sqm

FourtyOne Paise One Only

and fastenings including primer coat of approved quality and

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Five Thousand Three Hundred

337 10031B 0 cm x 7 cm. size including black enamelled iron oxidixed fixtures Sqm

ThirtyEight Paise Thirty Only

and fastenings including primer coat of approved quality and

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

cm x 7 cm. size including black enamelled iron oxidixed fixtures Rupees Four Thousand Nine Hundred

and fastenings including primer coat of approved quality and EightyNine Paise SixtyFive Only

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Four Thousand Eight Hundred

339 10032A 0 cm x 7 cm. size including anodized alluminium fixtures and Sqm

ThirtySix Paise ThirtyNine Only

fastenings including primer coat of approved quality and two

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Five Thousand Five Hundred

340 10032B 0 cm x 7 cm. size including anodized alluminium fixtures and Sqm

ThirtyThree Paise SixtyEight Only

fastenings including primer coat of approved quality and two

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

cm x 7 cm. size including anodized alluminium fixtures and Rupees Five Thousand One Hundred

fastenings including primer coat of approved quality and two EightyFive Paise Three Only

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Four Thousand Five Hundred

342 10033A 0 cm x 7 cm. size including black enamelled iron oxidized fixtures Sqm

FiftyOne Paise SixtyNine Only

and fastenings including primer coat of approved quality and

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

Rupees Five Thousand Five Hundred

343 10033B 0 cm x 7 cm. size including black enamelled iron oxidized fixtures Sqm

ThirtyThree Paise SixtyEight Only

and fastenings including primer coat of approved quality and

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

Providing and fixing 35 mm thick shutters for Doors, windows

and clerestory windows including Indian teak wood frames

cm x 7 cm. size including black enamelled iron oxidized fixtures Rupees Five Thousand One Hundred

and fastenings including primer coat of approved quality and EightyFive Paise Three Only

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

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

of 35 mm thick shutters including oil paining etc. complete. Paise Thirteen Only

Deduct for providing and fixing 25mm thick shutters instead of Rupees Four Hundred FourtyFour Paise

35 mm thick shutters including oil paining etc. complete. TwentyTwo Only

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

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

FRP shutter with wood grain raised panneled design finish

shutter having extra reinforcement on sides & edges in Gel coat

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

injected polyurethene foam done in situ alongwith embedded Rupees Two Thousand Nineteen Paise

wooden pieces for stiffening & also taking hinges & fintures. The NinetyEight Only

whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be

inclusive of S.S hinges with fastener sleeve & alluminium fixtures

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

FRP depress panel shutter having extra reinforcement on sides &

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

filed up with injected fire retardant grade polyurethene foam

done in situ alongwith embedded wooden pieces for stiffening & Rupees Two Thousand Three Hundred

also taking hinges & fintures. The whole FRP frame & shutter is SeventySeven Paise SeventySix Only

to be water proof weather proof, termite proof & resistance to

mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures &

fastenings & fastener sleeve.

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

FRP shutter having extra reinforcement on sides & edges in

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

injected polyurethene foam done in situ alongwith embedded

Rupees Two Thousand Six Hundred

349 10038 wooden pieces for stiffening & also taking hinges & fintures. The Sqm

Fifteen Paise Four Only

whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be

inclusive of S.S hinges with necessary screws & alluminium S.S

fixtures & fastenings & fastener sleeve.

Providing and fixing FRP of 28mm thick Fibre Glass shutter with

1.5 to 2.0 mm thick fire retardent grade FRP skin in depressed

panel design having extra reinforcement on sides & edges & in

Gel coat finish. The core of the shutter is to be filled up with

injected retardent grade polyurethane foam done in situ

Rupees One Thousand Five Hundred

350 10039 alongwith embedded wooden pieces for stiffening & also taking Sqm

Sixty Paise ThirtyThree Only

hinges & fintures. The whole FRP frame & shutter is to be water

proof ,weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium S.S fixtures &

fastenings & fastener sleeve.

Providing and fixing FRP of 35mm thick Fiber Glass shutter with

1.5 to 2.0 mm thick fire retardent grade FRP skin in depressed

panel design having extra reinforcement on sides & edges & in

Gel coat finish. The core of the shutter is to be filled up with

injected retardent grade polyurethane foam done in situ

Rupees One Thousand Two Hundred

351 10040 alongwith embedded wooden pieces for stiffening & also taking Sqm

SixtyNine Paise SixtyThree Only

hinges & fintures. The whole FRP frame & shutter is to be water

proof ,weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures &

Supply of 35mm thick Fiber Glass shutter with 1.5 to 2.0 mm

thick fire retardent grade FRP skin in wood grain rasied panel

design having extra reinforcement on sides & edges & in polish

design finish. The core of the shutter is to be filled up with

injected retardent grade polyurethane foam done in situ Rupees Nine Hundred EightySix Paise

alongwith embedded wooden pieces for stiffening & also taking ThirtyNine Only

hinges & fintures. The whole shutter is to be water proof

,weather proof, termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with necessary screws &

alluminium S.S finish fixtures & fastenings.

Providing and fixing windown shutter of 75x30 mm size with

4mm fully glazed panels with PVC batten main farme size having

1.5 to 2.0 mm thick fire retardent grade FRP shutter having extra

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

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

Rupees Two Thousand Eight Hundred

353 10042 done in situ alongwith embedded wooden pieces for stiffening & Sqm

FourtyThree Paise SixtyTwo Only

also taking hinges & fintures. The whole FRP frame & shutter is

to be water proof weather proof, termite proof & resistance to

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

necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL

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

of 19 gauge thickness and size of 19mm x 19mm for stiles and

15mm x 15 mm for top and bottom rails. M.S. frame shall have a

coat of steel primers of approved make and manufacture, M.S.

frame shall be covered with 5 mm thick heat moulded PVC ‘C’

channel of size 30 x 50 mm forming stiles, and 5mm thick 75mm

wide PVC sheets for top rail, lock rail and bottom rail on either Rupees One Thousand One Hundred

side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as FourtySix Paise ThirtySeven Only

gap insert for top rail and bottom rail, Panelling of 5 stiles and

rails with 30mm wide x 5mm thick PVC sheet beading on eighter

side, and joined together with solvent cement adhesive,. An

additional 5mm thick PVC strip of 20mm width is to be stculk on

the interior side of the ‘c’ channel using PVC solvent cement

adhesive etc. complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing 30mm thick FACTORY MADE SOLID BOTH

SIDE PRELAM PANEL PVC DOOR

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

thickness and size of 19mm x 19mm for stiles, top and bottom

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

makde and manufactures. M.S frame covered with 5mm thick

heat moulded prelim PVC ‘C’ channel of siz 30mm thickness,

mm width of which 50mm shall be flat and 20mm shall be

tapered in 45 degree Angle on either side forming stiles, and

5mm thick, 95mm wide pream PVC sheet out of which 75mm

shall be flat and 20mm shall be tapered in 45 degree on the inner

side ot form top and bottom rail and 115mm wide prelim PVc Rupees Two Thousand Two Hundred

sheet out of which 75nmm shall be flat and 20mm shall be ThirtySix Paise Fourteen Only

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

shall be provided either side of the panel. 10mm (5mm x 2) thick

20mm wide cross PVC sheet shall be provided as gap insert for

top rail and bottom rails. Panelling of 5mm thck both side prelim

PVC sheet to be fitted in the M.S. frame welded,sealed to the stiles

and rails with 7mm (5mm + 2 mm) thick x 15mm wide PVC sheet

beading on inner side, and joined togeth with solvent cement

adhesive. An additional 5mm thick PVC strip of 20mm width is to

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

adhesive etc. complete as per direction of Engineering in charge,

manufacture’s specification and rawing.

Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE

SIDE PRELAM PANEL PVC DOOR

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

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

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

primers of approved makde and manufacture. The M.S. frame

shall be covered with 5mm thick heat moulded single side prelim

PVC ‘C’ channel of size 30 x 50mm to form stiles and 5mm thick

and 75mm wide single side prelim PVC sheets shallbe for the top,

bttom and lock rails. Paneling of 5mm thick one side prelim

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

Rupees Two Thousand TwentyThree

356 10045 (Prelam side) stiles and rails (which should have a 5mm 45 sqm

Paise Three Only

degree bent portion as beading) and attached to the back

(white/lvory) stiles and rails (which should have a 10mm

degree bent portion as beading) using 2 nos. 15mm wide x 5mm

thick PVC sheet beading inside the 9 degree bent beading. All

stiles, rails and beading to be joined to the panel using solvent

cement.An additional 5mm thick PVC strip of 20mm width is to

be struck on the interior side of the ‘C’ channel using PvC solvent

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

PVC sheet to be fitted as gap insert for top and bottom rails, etc.

complete as per direction of Engineer in charge, manufacture’s

specification and drawing.

Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED

SOLID PVC DOOR SHUTTER consisting of frame made out of M.S.

tube of 19m gauge thickness and size of 19mm x 19mm for styles

and 15mm x 15mm for top, lock and bottom rails M.S. frame shall

have a coat of steel primer of approved make and manufacture,

M.s. frame shall be covered with 5mm thick heat moulded PVC ‘C”

channel of size 75mm x 30mm x 50mm out of which 10mm shall

be bent at 90 degree towards inner side on front face of the door

forming stiles. For top rail and bottom rail, M.S. frame shall be

covered with 5mm thick, 100mm wide PVC sheet out of whch

10mm shall be bent of 90 degree towars inner side on front face

of the door. M.S. frame at lock rail shall be covered with 125 mm

wide PVC sheet out of which 10mm on both the edges shall be Rupees Two Thousand ThirtyThree

bent at 90 degre on front face of the door and 75mm wide PVC Paise Thirteen Only

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

side of door, 5mm thick 20mm wide cross PVC sheet as gap

insert for tp and bottom rail.PVC sheet beading of 15mm thck

(5mm x 30, 15mm wide to be stuck, internally with solvent

cement adhesive in stiles and rails. Glass panel will be fitted

exernally in the clear space available between the stiles and rails

and fixed between PVC sheet of stiles and rails bent at 90 degree

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

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

beading can be removed when required for replacement of

broken glass etc. complete as per direction of Engineer in charge

and manufacture’s specification.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing 30mm thick factory made wire guazed solid

PVC Door shutter consisting of frame made out of M.S. tubes of

19 gauge thickness and size of 19mm x 19mm for stiles and

15mm x 15mm for top, lock and bottm rails, M.S. frame shall have

a coat of steel primers of approved make and manufacture,

19mm x 19mm M.S. square tubes shall be coveed with 5mm thick

head mouled PVC ‘C’ channel of size 30mm thickness, 90mm

width out of which 75mm shall be flat and 15 mm shall be bent in

90 degree angle on either side forming stiles and 5mm thick

115mm wide PVC sheet out of which 100mm shal be flat and

15mm shal be betn in 90 degree on the inner side to from top and

bottom rails and 130mm wide PVC sheet out of which 100mm

shal be flat and 15mm shal be bent in 90 degree on both side to Rupees One Thousand Nine Hundred

from lock rail 10mm (5mm x 2) thick, 20mm wide cross PVC EightySeven Paise SixtyEight Only

sheet as gap insert for top rail and bottom rail, panel will be of

G.I. wire gauge of 24 gauge to be fitted in by ‘C’ channel of size

10mm x 35mm on the either side in the stiles.The inner side ‘C’

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

screws. The wire mesh in top, bottom and lock rail is sealed with

15mm x 15mm tube with G.I.wire, 1mm (5mmm x 2) thick PVC

strip of 25mm width is to be stuck and screw on both side of G.I.

wire guage interior at the top, bottom and lock rails. An

additional 5mm thck PVC strip of 20mm width is to be stuck on

the interior side of the ‘C’ channel using PVC solvent cement

adhesive etc. complete as per dirction of Engineer in charge,

manufacture’s specification and drawing.

Providing and fixing 35mm thick factory made moulded door

shuter consisting of solid core single leaf flush door of 30mm

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

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

on the other stiles and bottom rails. The inner panel laminated

with 2mm thick termite proof, water proof and fire resistant

Rupees Two Thousand One Hundred

359 10048 moulded PVC sheet with 2,4,6 raised panel design in different sqm

FiftyTwo Paise ThirtyOne Only

plain and /or prelim colours on one side after routing the

moulded design on flush door and 2mm plain and/or prelim PVC

sheet on other side using rubber adhesive on flush door and

solvent cement adhesive on the PVC liping etc. complete as per

direction of Engineer in charge, manufacture’s specification and

Providing and fixing 30mm thick factory made moulded door

shutter wood free consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of 25mm x 25mm for

stiles, top and bottom rails, M.S. frame shall have a coat of steel

primers. The inner panel shall consist of 25mm thick High

Density EPS conforming to IS 4671-1984 bonded with 2mm thick

termite proof, water proof and fire resistant moulded PVC sheet

with 2,4,6 raised panel design in different plain and /or prelim

colours after routing the moulded design on one side and 2mm Rupees One Thousand Nine Hundred

plain and/or prelim PVC sheet on other side of the EPS. The SeventyNine Paise Sixty Only

edges of panel to be sealed with lipping of 10mm wide PVC sheet

batton (made by sticking 2 PVC rigid foam sheets of 5mm

thickness using PVC solvent cement) and stiles 25mm (5mm x 5)

thick and 30mm width PVC sheet fitted along M.S. tube for lock

provision and for lock height 5mm thick PVC sheet of size

150mm x 100mm fixed with upper and lower face of inner side of

EPS panel etc. complete as per direction of Engineer in charge

manufacture’s specification and drawing.

Providing and fixing factory made polyvinyl chioride (PVC) door

frame of the size 50 x 47 mm with a wall thickness of 5mm, made

out of extruded 5mm rigid PVC foam sheet, mitre out of two

corners and joined with 2nos. of 150mm long brackets of 15 x

15mm M.s. Square tubes. The two vertical door profiles are to be

reinforced with 19 x 19 mm m.s. square tube of 19 gauge, EPDM

Rupees Three Hundred Eighteen Paise

361 10050 rubber gasket weather seal to be provided through out the frame. sqm

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

M.S. screws through the frame by using PVC fasteners. A

miniumum of 4 nos. os screws to be provided for each vertical

members and minium 2 nos. for horizontal members etc.

complete as per manufactures specification and direction of

Engineer in charge.

Providing and fixing of fully glazed solid PVC panel PVC door

along with solid PVC door frame. 30mm thick FACTORY MADE

FULLY GLAZED SOLID PVC DOOR

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

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

for top, lock and bottom rail. M.S. frame shall have a coat of steel

primer of approved make and manufacture. M.S. frame shall be

covered with 5 mm thick heat mouled PVC ‘C” channel of size

75mm x 30mm x 50mm out of whch 10mm shall be bent at

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

lock rail shall be covered with 125 mm wide PVC sheet out of

which 0mm on both the edges shall be bent at 90 degree on front Rupees One Thousand Eight Hundred

face of the door and 7mm wide PVC sheet shall cover the M.S. NinetyNine Paise FourtyEight Only

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

thick 20mm wide cross PVC sheet as gap insert for top and

bottom rail. PVC sheet beading of 15mm thick (5mm x3) 15mm

wide to be stuck internally with solvent cement adhesive in stiles

and rails. Glass panel will be fittd externally in the clear space

available between the stiles and rails and fixed between PVC

sheet of stiles and rails bent at 90 degree on front face and 15mm

x 10mm ‘L shape outer beading nailed on stiles and rails at the

back side. So tha the ‘L’ shape PVC beading can be removed when

required for replacement of broken glass etc. complete as per

direction of Engineer in charge and manufactuture’s specification

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing complete sliding shutter solid PVC window

25mm thick factory made glazed solid PVC window shutter

consisting of frame made out of M.S. tube of 19 gauge of size 15 x

15mm for styles top, bottom rail. M.S. frame shall have a coat of

steel primer of approved make and manufacture, M.S. frame shall

be covered with 4mm thick heat mouled PVC ‘C’ channel of size

58mm x 25mm x 38 mm out of which 8mm shall be bent at

degree towards inner side on front face of the window shutter

forming stiles. For top rail and bottom rails, M>S. frame shall be

covered with 4mm thick, 58mm wide PVC sheet out of which

8mm shall be bent at 90 degree towards inner side on front face

and 38mm wide PVC sheet shall cover the M.S. frame at top and Rupees Two Thousand Six Hundred

bottom rail on back side of window shutter, 4mm thick 15mm Two Paise SixtyTwo Only

wide cross PVC sheet as gap insert for top and bottom rail. PVC

sheet beading of 8mm thick (4mm x 2) to be stuck internally with

solvent cement adhesive in top and bottom rails. Glass panel will

be fitted externally in the clear space available between stiles &

rails and fixed between PVC sheet of stiles and rails bent at

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

beading nailed on stiles and rails at the back side so that ‘L’ shape

outer PVC beading can be removed when required for

replacement of broken glass etc. complete as per direction of etc.

complete as per direction of Engineer in charge and

manufactuture’s specification.

Providing and fixing Plain/Printed PVC sheet wall paneling of

thickness 5mm consisting of panels having size 1220 mm x

mm stuck on inner frame work of 50mm wide strips of 5mm

thick PVC sheet. The strips should have in their center a groove of

6mm width and 1mm depth for sinking the head of the screw

used to fix the strips to the wall and should be placed vertically at

Rupees Eight Hundred FiftyThree Paise

364 10053 equal intervals of 10” center to center. The PVC strips shall be sqm

FourtyFive Only

fixd to the wall using 65mm long M.s. scress through the groove

in the strip by using PVC fasteners. The distance between two

screws shall not be more than 200 A groove of 2mm may be left

at the joint of two panel for aesthetic looks. The exact size of the

panel and correspondingly of the grid may vary depending on

the size of the wall.

Providing and fixing Prelam PVC sheet wall paneling of thickness

5mm consisting of panels having size 1220 x 2440 mm stuck on

inner frame work of 50mm wide strips of 5mm thick PVC sheet.

The strips should have in their center a grove of 6mm width asnd

1mm depth for sinking the had of the screw using to fix the

strips of the wall and should be placed vertically at equal

Rupees Nine Hundred FiftyThree Paise

365 10054 intervals of 10” center to center. The PVC strips shall be fixed to sqm

FourtyFour Only

the wall using 65mm long M.S. scres through the groove in the

strip by using PVC fasteners. The distance between two screws

shall not be more than 200 mm. A groove of 2mm may be left at

the joint of two panel for aesthetic looks. The exact size of the

panel and correspondingly of the grid may vary depending on

the size of the wall.

Providing and fixing full height Prelam PVC partition system

50mm thick consisting of 40mm sandwich PVC panel made out of

36mm high density expanded polystyrene sheet (E.P.S.

Thermocol) stuck on both side with 2mm thick prelim PvC sheet

reinforced with frame work made from 35mm x 5mm M.S. angle.

In between two M.S. angles 4 mm with feathered edges shall be

fixed on floor and 50 x 75 mm with feathered edges prelim PVC

“C” channel of size 50mm x 75mm with feathered edges prelim

PVC panel shall be inserted in the PVC ‘C” channel The first and Rupees Two Thousand One Hundred

last M.S. angle should be erected such that it is inside a PVC C SeventyThree Paise FiftyTwo Only

channel of size 50 x 75mm In between adjoining EPS sandwiched

PVC partition panel 4mm thick x 75 mm width prelim PVC sheet

feathered at edges shall be stuck on front and back face using

solvent cement etc. An additional 4mm thick PVC strip of 40mm

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

PVC solvent adhesive completeas per direction of Engineer in

Manufacture’s specification and drawing.

Providing and fixing full height Plan/colour PVC partition system

50mm thick consisting of 40mm sandwich PVC panel made out of

36mm high density expanded polystyrene sheet (E.P.S.

Thermocol) stuck on both side with 2mm thick plain PVC sheet

reinforced with frame work made from 35mm x 5mm M.S. angle.

In between two M.S. angles 4 mm thick plan heat moulded PVC ‘C’

channel of size 50mm x 100 mm with feathered edes shall be

fixed on floor and 50 x 75 mm with feathered edges

plain/printed/prelim PVC ‘C’ channel shall be fixed in the ceiling. Rupees One Thousand Eight Hundred

Sandwich PVC panel shall be inserted in the PVC “c” channel. The Paise EightyThree Only

first and last M.S. angle should be erected such that it is inside a

PVC C channel of size 50 x 75mm. In between adjoining EPS

sandwiched PVC partition panel 4mm thick x 75mm width plain

PVC sheet feathered at edges shall be stuck on front and back face

using solvent cement etc. And additional 4mm thick PVC strip of

40mm width is to be stuck on the interior side of the C channel

using PVC solvent adhesive complete as per direction of Engineer

in charge, manufacture’s specification and drawing.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing full height Printed PVC partition system

50mm thick PVC partition consisting of 40mm sandwich PVC

panel made out of 36mm high density expanded polystyred shet

(EPS Thermocol) stuck on the both side with 2mm thick printed

PVC sheet reinforced with frame work made from 35mm x 5mm

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

moulded PVC C channel of size 50mm x 100mm with feathered,

edges shall be fixed on floor and 50 x 75 mm with feathered

edges printed PVC C channel shall be fixed in the ceiling,

Sandwich PVC panel shall be inserted in the PVC C channel. The

Rupees One Thousand Nine Hundred

368 10057 first and last M.S. angle should be erected such that it is inside a sqm

TwentyOne Paise Two Only

PVC C channel of size 50 x 75mm In between adjoining EP

sandwiched PVC partition panel 4mm thick x 75mm width

printed PVC sheet feathered at edges shall be suck on front and

back face using solvent cement. If the height of partition exceeds

8 feet; then 15mm x 30mm

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

between two vertical angels etc. An additional 4mm thick PVC

strip of 40mm width is to be stuck on the interior side of the C

channel using PVC solvent adhesive complete as per direction of

Engineer in charge, manufactures.

Providing and fixing PVC plain colour false ceiing with grid type

with alu frame consisting of 600 mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work made using

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

gauge or 1mm thick) in square pattern of grid sizes of 2 x 2 (600

x 600mm). The alluminium frame work is supported from the Rupees Three Hundred Three Paise

ceiling with the help of G.I. hook and G.I. wire/6mm M.S. rods of Twelve Only

required sizes to maintain proper level etc. The aluminium frame

work is supported on side wall with the use of alluminium L

section of size 1 x 1 (25 x 25mm) angles et. Complete as per

direction of Engineer in charge. Manufactures, specification and

Providing and fixing PVC Printed pain colour false ceiling with

grid type with alluminium frame consisting of 600mm x 600mm

3mm thick plain PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of size 1 x 1 (235 x

25mm, 19 gauge or 1 mm thick) in square pattern of grid sizes of

2 x 2 (600 x 600mm) The alluminium frame work is supported Rupees Seven Hundred SeventyThree

from the cceiling with the help of G.I. hook and G.I. wire/6mm Paise SixtySix Only

M.S. rods of required sizes to maintain proper level etc. The

aluminium frame work is supported on side wall with the use of

alluminium L section of size 1 x 1 (25 x 25mm) angles etc.

complete as per direction of Engineer in charge. Manufactures

specification and drawing.

Providing and fixing PVC plain colour false ceiling with flush type

with alluminium frame, frame work is done with three different

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

The C section is fixed with hangers at an equal distance of 36”

each and then U section is fixed perpendicular on C section with

steel screws at an equal distance of 16” each. The complete frame

work is supported by G.I. L angle 6mm rod hangers from the roof Rupees Three Hundred FiftyTwo Paise

and L sections is fixed all around the wall as shown in the FiftySix Only

diagram. 5mm PVC sheet strips of size 2 wide and fixed with

counter sunk steel screw on the U section. Further 3mm PVC

sheet is stuck to these PVC strips with solvent cement such that

joining lines are perfectly matched. P.U. putty is filled, ceiling for

getting fine surface finish etc. complete as per direction of

Engineer in charge, manufacturer’s specification and drawing.

Providing and fixing PVC printed false ceiling with flush type

with alluminium frame, frame work is done with three different

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

The C section is fixed with hangers at an equal distance of 36”

each and then U section is fixed perpendicular on C section with

steel screws at and equal distance of 16” each. The complete

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

the roof and L sections is fixed all around the wall as shown in Rupees Nine Hundred Eleven Paise Two

the diagram. 5mm PVC sheet strips of size 2 wide are fixd with Only

counter sunk steel screws on the U section. Further 3mm PVC

sheet is stuck to these PVC strips with solvent cement such that

joining lines are perfectly matched. P.U. putty is filled, dried and

leveled and requisite coats of primer and paint is done on the

ceiling for getting fine surface finish etc. complete as per

direction of Engineering and charge manufacturer’s specification

Extra rate for using polyester fiber (12mm) with triangular of

equivalent cross section with specific gravity 1.35 to 1.40 (as a 1 Rupees TwentySix Paise TwentySix

secondary reinforcement) in concrete of any grade at the rate of Packet of 125 gms Only

125 gms per 50 kg of Cement consumption.

Extra rate for using polyester fiber (6mm) with triangular cross

of equivalent section with specific gravity 1.35 to 1.40 (as a 1 Rupees TwentySix Paise TwentySix

secondary reinforcement) in mortar of any grade at the rate of Packet of 125 gms Only

125 gms per 50 kg of cement consumption.

Providing fusion bonded Epoxy coating not less than 175 micron

thickness and up to 300 micron to reinforcement bars as per IS- Rupees Ten Thousand One Hundred

13620-1993/ASTM-775 M including testing of coating at plant SixtyTwo Paise SixtyTwo Only

and all taxes (A) 10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than 175 micron

thickness and up to 300 micron to reinforcement bars as per IS- Rupees Seven Thousand Two Hundred

13620-1993/ASTM-775 M including testing of coating at plant NinetySix Paise TwentyFour Only

and all taxes (B) 20mm to 32 mm dia bar

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A) In beams and joists, channels angles Tees, Rupees Five Thousand Eight Hundred

flats, with connecting plates or angle cleats as in main and cross EightyNine Paise Fifty Only

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

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of Rupees Six Thousand Seven Hundred

red lead paint. (D) In trussses and trussed purlins, upto 25 M. FourtySeven Paise Eight Only

span and 15 M ovarall height.

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of

red lead paint. (A)In beams and joists, channels angles Tees, flats, Rupees Nine Thousand One Hundred

with connecting plates or angle cleats as in main and cross Eight Paise FourtyEight Only

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

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of Rupees Nine Thousand Two Hundred

red lead paint. (D) In trussses and trussed purlins, upto 25 M. TwentyEight Paise ThirtyFour Only

span and 15 M. ovarall height.

Providing and fixing in position collapsible steel shutters with

vertical channels 20 x 10 x 2 mm braced with flat iron diagonals

20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm Rupees Six Thousand SeventySix Paise

with 38mm dia, steel pulleys complete with bolts, nuts, locking Fifty Only

arrangements, stoppers handles including applying a priming

coat of red lead paint.

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

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 Rupees Three Thousand Eight Hundred

x 40 x 6mm angle and T-iron guide rail at top and bottom TwentyFour Paise Twenty Only

respactively with handles, stoppers and locking agangement etc,

including applying a priming coat of red lead paint.

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

Rupees Three Thousand Five Hundred

383 11005A 0 specially designed pipe shaft with bracket plates, guide channels Sqm

FiftyFour Paise Fourty Only

and arragements for inside and outside locking with

push-pull operation including the cost of hood cover and spring

etc. complete.(A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

Rupees Four Thousand Five Hundred

384 11005B 0 specially designed pipe shaft with bracket plates, guide channels Sqm

FourtySix Paise One Only

and arragements for inside and outside locking with

push-pull operation including the cost of hood cover and spring

etc. complete. (B) Shutters having width 3.5 M. and above

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

Rupees Two Thousand Seven Hundred

385 11006A 11.9 specially designed pipe shaft with bracket plates, guide channels Sqm

NinetySix Paise FiftyNine Only

and arrangements for inside and outside locking with

push-pull operation complete but excluding the cost of hood

cover and spring. (A) Shutters having width below 3.5.M.

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

specially designed pipe shaft with bracket plates, guide channels Rupees Three Thousand Seven Hundred

and arrangements for inside and outside locking with EightyFour Paise FiftyFour Only

push-pull operation complete but excluding the cost of hood

cover and spring. (B) Shutters having width above

Providing and fixing 27.5 cm. long wire spring grade No.2 of Rupees Six Hundred ThirtySeven Paise

approved make for rolling shutters. TwentyTwo Only

Providing and fixing Hood cover for rolling shutters (A) Shutters Rupees One Hundred TwentyOne Paise

having width below 3.5 meters TwentyThree Only

Providing and fixing Hood cover for rolling shutters (B) Shutters Rupees One Hundred TwentySix Paise

having width 3.5 meters and above SeventyTwo Only

Fixing standard steel Doors, windows and ventilatos inwalls with

16 x 3.15 mm longs 10 cm. long embeded in Cement Concrete

block 15 x 10 x 10 of 1:3:6 (1- Cement Rupees Two Hundred FourtyThree

: 3-coarse sand : 6-graded stone aggregate of 20mm size Paise EightySix Only

) cost for supply of door/ window/ ventilators shall be paid

Providing and fixing M.S. Fan clamps type 1 to 16mm dia

M.S. bar bent to shape with hooked ends to R.C.C. slabs curing, Rupees One Hundred ThirtySix Paise

laying including painting the exposed portion of loops, all as per SeventyFive Only

standard design complete.

Extra over rate of item 20 for providing and fixing M.S. fan

392 11011 11.21 clamps type-II as per standard design in R.C.C. beams during Cm Height 1.5 Rupee One Paise Fifty Only

laying towards additional height of the clamp due to beam rib.

Providing and fixing M.S. round holding down or anchor bolts

393 11012 11.23 Kg 55.6 Rupees FiftyFive Paise Sixty Only

with nuts and washer plates complete.

Providing and fixing EZ-7 section door/window frame including

Rupees One Thousand Eight Hundred

394 11013 0 welding and fixtures fastenings including 3 coats of approved Sqm

ThirtyThree Paise NinetyEight Only

enamel oil paint etc complete.

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 127mm x 38.10mm x

1.35mm @wt. 1.384kg/m, horizontal Four track member size

1.205 kg/m, vertical member of size 122.20mm x

31.75mm x 1.50mm @1.398 kg/mt with sliding shutters of Rupees Two Thousand One Hundred

horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg/mt Fourty Paise ThirtyThree Only

,vertical member of size 40mm x 18mm x

1.29mm @ 0.456 kg/mt with 5 mm thick transparent bronze

colour tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to frame

as per details etc complete for window.

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 95mm x 24mm x 1.17mm

@ wt.of 0.738 Kg/mt , horizontal Three track member size 92mm

x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of Rupees One Thousand Five Hundred

horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 EightyThree Paise NinetyFive Only

Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of

0.456Kg/mt/ with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as per details

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 63.50 x

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

member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of

Kg/mt, vertical member of size 61.85 mm x

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

Rupees One Thousand Seven Hundred

397 11028 horizontal member size 40mm x 18mm x Sqm

Thirteen Paise Seventy Only

1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x

0.457 Kg/mt with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as per details

etc complete for window.

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 5 mm thick transparent bronze Rupees One Thousand Three Hundred

colour tinted float glass with colour anodized alluminium frame One Paise EightyTwo Only

for ventilation with 5 mm thick frosted glass as details etc

complete for.window

Providing and fixing standared extruded of alluminium section of

size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour Rupees One Thousand One Hundred

anodized alluminium frame for ventilation with 5 mm thick SeventyFive Paise FiftySix Only

frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Rupees One Thousand Five Hundred

anodized alluminium frame with 5 mm thick transparent bronze TwentyFive Only

colour tinted float glass as details etc complete for Fix window.

Providing and fixing extruded aluminum window having

extruded aluminum Colour Powder Coated section frame main

outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384

Kg/mt,horizontal Four track member size 122.20mm x 31.75mm

x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of size 122.20mm

x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of Rupees Two Thousand One Hundred

horizontal member size 40mm x 18mm x 1.29mm @ wt.of Fourty Paise ThirtyThree Only

0.456Kg/mt,vertical member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings and

fixtures and transparent silicon sealant glass fixing to frame as

per details etc complete for window.

Providing and fixing window having extruded aluminum Colour

Powder Coated section frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt, horizontal Three track member

size 92mm x 31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical

member of size 92mm x 31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt

Rupees One Thousand Five Hundred

402 11033 with sliding shutters of horizontal member size 40 mmx18mm Sqm

NinetyOne Paise EightySeven Only

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x

18mm x 1.29 mm @ wt.of 0.456Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour

Powder Coated section frame main outer size

horizontal two track member size 61.85 mm x 31.75 mm x

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

61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with Rupees One Thousand Seven Hundred

sliding shutters of horizontal member size 40mm x 18mm x Five Paise SixtySeven Only

1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc complete for window

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

Powder Coated alluminium frame with 5 mm thick transparent Rupees One Thousand Two Hundred

bronze colour tinted float glass with colour anodized alluminium Ninety Paise EightyOne Only

frame for ventilation with 5 mm thick frosted glass as details etc

complete for.window

Providing and fixing standared extruded of alluminium section of

size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Rupees One Thousand One Hundred

Powder Coated alluminium frame for ventilation with 5 mm thick SeventyFive Paise FiftySix Only

frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour

Rupees One Thousand Eight Hundred

406 11037 Powder Coated alluminium frame with 5 mm thick transparent Sqm

ThirtyThree Paise TwentyNine Only

bronze colour tinted float glass as details etc complete for Fix

Fixing Metallic tower bolts of sizes with necessary screws etc.

407 12001 12.4 complete (Tower bolts and screws to be paid under separate Each 51.45 Rupees FiftyOne Paise FourtyFive Only

Fixing Metallic flush bolts of sizes with necessary screws etc.

408 12002 12.5 complete (Flush bolts and screws to be paid under separate Each 10.36 Rupees Ten Paise ThirtySix Only

Fixing metallic or plastic door handles of sizes with necessary

409 12003 12.3 screws etc. complete (Door handles and screws to be paid under Each 3.85 Rupees Three Paise EightyFive Only

separate items)

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Fixing metallic gate and shutter hooks and eyes of size (Hoks and

410 12004 12.1 Each 3.85 Rupees Three Paise EightyFive Only

eyes to be paid under seperate items)

Fixing metallic door latches of sizes with necessary screws etc.

411 12005 11.11 complete (Door latches and screws to be paid under separate Each 6.86 Rupees Six Paise EightySix Only

Fixing metallic mortice night latches with necassary screws

including making necessary holes in wooden door shutter etc. Rupees NinetySeven Paise TwentyOne

complete (Mortice night latches and screw to be paid under Only

separate items)

Fixing metallic ball catchers 10mm dia. (Ball catchers to be paid

413 12007 12.18 Each 8.02 Rupees Eight Paise Two Only

under separate item)

Fixing metallic casement window fasteners with necessary

414 12008 12.2 screws etc. complete (casement window fasteners and screws to Each 6.19 Rupees Six Paise Nineteen Only

be paid under separate items)

Fixing metallic casement stays of size with necessary screws etc.

415 12009 12.21 complete (casement stays and screws to be paid under separate Each 6.19 Rupees Six Paise Nineteen Only

Fixing metallic cup board or wardrobe locks of sizes with

Rupees NinetySeven Paise TwentyOne

416 12010 12.24 necessary screws etc.complete (Locks and screws to be paid Each

Fixing metallic or plastic cupboard or handrobe knobs of sizes

417 12011 12.25 with necessary screws/ bolts etc. complete (knobs and screws / Each 8.02 Rupees Eight Paise Two Only

bolts to be paid separately)

Fixing metallic floor door stoppers of sizes with rubber cushion

screws etc. to suit shutter thickeness complete (Floor door

418 12012 12.26 Each 4.35 Rupees Four Paise ThirtyFive Only

stopper with rubber cushion and screws to be paid under

separate items)

Fixing metallic door handles or knobs for mortice locks with

419 12013 12.28 necessary screws etc. complete (Door handles Each 3.85 Rupees Three Paise EightyFive Only

/knobs and screws to be paid spearately)

Providing and fixing sheet glass, selected quality (Type-C)

bedded in putty and fixed with wooden beading including the Rupees One Thousand One Hundred

cost of wooden beadings of first class teakwood and necessary NinetyFive Paise SixtyFour Only

cutting of glass. (1) 5 mm thick.

Providing and fixing sheet glass, selected quality (Type-C)

bedded in putty and fixed with wooden beading including the Rupees One Thousand Two Hundred

cost of wooden beadings of first class teakwood and necessary TwentyFour Paise EightyFour Only

cutting of glass. (2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm thick bedded in

putty and fixed with wooden beading including the cost of Rupees Five Hundred SixtyFour Paise

wooden beadings of Indian teak wood and necessary cutting of EightyFive Only

glass. (C) Wired - figured glass

Providing and fixing sheet glass ordinary quality bedded in putty

and fixed with wooden beadings including the cost of wooden Rupees One Thousand One Hundred

beadings of first-class teak wood and necessary cutting of glass. SixtyNine Paise TwentyOne Only

Providing and fixing sheet glass ordinary quality bedded in putty

and fixed with wooden beadings including the cost of wooden Rupees One Thousand One Hundred

beadings of first-class teak wood and necessary cutting of glass. Ninety Paise NinetyTwo Only

Extra for using ground glass (frosted or obscured on one side) Rupees ThirtyEight Paise TwentyNine

instead of plain glass. Only

Deduct for difference in cost of meterials and labour involved in

method of glazing if changed in item No. 13 Rupees Four Hundred SeventySix Paise

(A) Front and back puttied and sprigged or fixed with glazing FourtySix Only

Grinding, Polishing and rounding of edges of glass or glazing

427 13006 13.12 Rmt 20.88 Rupees Twenty Paise EightyEight Only

Providing and laying 40mm thick marble chips flooring rubbed

and polished (I.E. terrazo) to granolithic finish with under layer

30mm thick cement concrete 1:2:4

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and

down gauge) and top layer 10mm thick with white, black or Rupees Seven Hundred Ninety Paise

white and blak marble cihps of required sizes from 1mm to 4mm Five Only

nominal size laid in cement marble powder mix 3:1 (3-Cement : 1-

Marble powder by weight) in proportion of 4:7 (4-Cement :7-

marble chips by volume) (A) Dark shade pigment with ordinary

cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed

and polished (I.E. terrazo) to granolithic finish with under layer

30mm thick cement concrete 1:2:4

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and

down gauge) and top layer 10mm thick with white, black or Rupees Nine Hundred Eighteen Paise

white and blak marble cihps of required sizes from 1mm to 4mm SixtySix Only

nominal size laid in cement marble powder mix 3:1 (3-Cement : 1-

Marble powder by weight) in proportion of 4:7 (4-Cement :7-

marble chips by volume) (B) Light shade pigment with white

cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed

and polished (I.E. terrazo) to granolithic finish with under layer

30mm thick cement concrete 1:2:4

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and

down gauge) and top layer 10mm thick with white, black or Rupees Eight Hundred Sixty Paise

white and blak marble cihps of required sizes from 1mm to 4mm TwentyOne Only

nominal size laid in cement marble powder mix 3:1 (3-Cement : 1-

Marble powder by weight) in proportion of 4:7 (4-Cement :7-

marble chips by volume) (C) Medium Shade pigment with approx

50% white cement and 50% ordinary cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed

and polished (I.E. terrazo) to granolithic finish with under layer

30mm thick cement concrete 1:2:4

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and

down gauge) and top layer 10mm thick with white, black or Rupees Eight Hundred SeventyThree

white and blak marble cihps of required sizes from 1mm to 4mm Paise FiftySeven Only

nominal size laid in cement marble powder mix 3:1 (3-Cement : 1-

Marble powder by weight) in proportion of 4:7 (4-Cement :7-

marble chips by volume) (D) White cement without any pigment

(In top layer only)

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying 40mm thick marble chips flooring rubbed

and polished (I.E. terrazo) to granolithic finish with under layer

30mm thick cement concrete 1:2:4

(1-Cement:2-coarse sand :4-graded stone aggregate 10 mm and

down gauge) and top layer 10mm thick with white, black or Rupees Seven Hundred EightyFive Paise

white and blak marble cihps of required sizes from 1mm to 4mm Three Only

nominal size laid in cement marble powder mix 3:1 (3-Cement : 1-

Marble powder by weight) in proportion of 4:7 (4-Cement :7-

marble chips by volume) (E) Light Shade pigment with ordinary

cement (In top layer only.)

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish top layer 6mm thick

with white,black or white and black marble chips of size from

smallest to 4mm nominal size laid in cement marble powder mix

Rupees Six Hundred FiftyThree Paise

433 14002AA 14.4 3:1 (3- Cement : 1 marble powder by weight) in proportion of 4:7 Sqm

(4-cement marble powder mix : 7-marble chips by volume)

20mm thick with under layer 14mm thick cement plaster 1:3

(1-cement : 3-coarse sand) (A) Dark shade pigment with

ordinary cement (In top layer only)

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish top layer 6mm

white,black or white and black marble chips of size from smallest

to 4mm nominalsize laid in cement marble powder mix 3:1 (3-

Rupees Seven Hundred ThirtyFour

434 14002BA 14.4 Cement : 1 marble powder by weight Sqm

Paise NinetyThree Only

) in proportion of 4:7 (4-cement marble powder mix :

7-marble chips by volume) 20mm thick with under 14mm thick

layer cement plaster 1:3 (1-cement : 3-coarse sand)

(B) Light shade pigment with white cement (In top layer only)

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish top layer 6mm

white,black or white and black marble chips of size from smallest

to 4mm nominalsize laid in cement marble powder mix 3:1 (3-

Cement : 1 marble powder by weight) in proportion of 4:7 (4- Rupees Six Hundred EightyEight Paise

cement marble powder mix : Sixteen Only

7-marble chips by volume) 20mm thick with under 14mm thick

layer cement plaster 1:3 (1-cement : 3-coarse sand)

(C) Medium shade pigment with appox 50% white cement and

50% ordinary cement (In top layer only)

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish top layer 6mm

white,black or white and black marble chips of size from smallest

to 4mm nominal size laid in cement marble powder mix 3:1 (3-

Rupees Seven Hundred Six Paise

436 14002DA 14.4 Cement : 1 marble powder by weight) in proportion of 4:7 (4- Sqm

cement marble powder mix :

7-marble chips by volume) 20mm thick with under 14 mm thick

layer cement plaster 1:3 (1-cement : 3-coarse sand) (D) White

cement without any pigment (In top layer only)

Providing and laying marble chips skirting (Terrazo) or dedo

rubbed, and polished to Granolithic finish top layer 6mm

white,black or white and black marble chips of size from smallest

to 4mm nominalsize laid in cement marble powder mix 3:1 (3- Rupees Six Hundred ThirtyNine Paise

Cement : 1 marble powder of 4:7 SeventyTwo Only

(4-cement marble powder mix : 7-marble chips by volume)

20mm thick with under plaster 1:3 (1-cement : 3-coarse sand)

(E) Light shade pigment with ordinary cement(In top layer only)

Providing and laying cushioning layer on R.C.C. Slab consisting of

Rupees Two Hundred Sixty Paise

438 14003AA 14.16 75mm thick lime, concrete using brick aggregate of 20mm Sqm

FiftySeven Only

nominal size mortar compresing of 1-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 average thickness of lime

Rupees Five Hundred NinetyNine Paise

439 14003BA 0 mortar 1:6 jointed with neat cement slurry mixed with pigment Sqm

to match the shade of tiles including rubbing and polishing

complete with precast tiles of (1) Light shades using white

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 average thickness of lime

Rupees Five Hundred FiftyNine Paise

440 14003CA 0 mortar 1:6 jointed with neat cement slurry mixed with pigment Sqm

to match the shade of tiles including rubbing and polishing

complete with precast tiles of (1) Dark shades using ordinary

Precast terrzo tiles 27 to 28mm 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 average thickness of lime

Rupees Six Hundred Fourteen Paise

441 14003DA 0 mortar 1:6 jointed with neat cement slurry mixed with pigment Sqm

to match the shade of tiles including rubbing and polishing

complete with precast tiles of (1) Light shades using white

Precast terrzo tiles 27 to 28mm 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 average thickness of lime

Rupees Six Hundred Fifteen Paise

442 14003EA 0 mortar 1:6 jointed with neat cement slurry mixed with pigment Sqm

TwentyFour Only

to match the shade of tiles including rubbing and polishing

complete with precast tiles of (2) Dark shades using ordinary

Providing and laying precast terrazo tile 20mm thick white,black,

white and black (or of the colour specified in specification of

tender item) marble chips of sizes upto 6mm laid in floors, treads

of steps and landings on a bed of 25mm average thickness of

Rupees Five Hundred Six Paise Ten

443 14004AA 14.19 Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or C.M. 1:6 Sqm

(1:cement :6 - coarse sand) jointed with neat cement slurry

mixed with pigment to match the shade of tiles including rubbing

and polishing complete with precast tiles of.(A) Light shades

using white cement

SR.NO ITEM CODE DESCRIPTION UNIT APPROVED RATES(SOR 2024-25)

Providing and laying precast terrazo tile 20mm thick white and

black (or of the colour specified in specification of tender item)

marble chips of sizes upto 6mm laid in floors, treads of steps and

landings on a bed of 25mm average thickness of Lime mortar

Rupees Six Hundred ThirtyThree Paise

444 14004BA 14.19 1:1.5(1-Lime putty : 1.5 sand) or C.M. 1:6 jointed with neat Sqm

cement slurry mixed with pigment to match the shade of tiles

including rubbing and polishing complete with precast tiles

of.(B) Medium shades using approx. 50% white cement and 50%

ordinary cement

Providing and laying precast terrazo tile 20mm thick

white,black,white and black (or of the colour specified in

specification of tender item) marble chips of sizes upto 6mm laid

in floors, treads of steps and landings on a bed of 25mm average

Rupees Five Hundred EightyTwo Paise

445 14004CA 14.19 thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or Sqm

NinetyThree Only

C.M. 1:6(:1 - cement :6 - coarse sand) jointed with neat cement

slurry mixed with pigment to match the shade of tiles including

rubbing and polishing complete with precast tiles of. (B) Dark

shades using ordinary cement

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 thick cement plaster Rupees Six Hundred EightyOne Paise

1:3 (1-cement : 3-coarse sand ) jointed with neat cement slurry FourtyEight Only

including rubbing and polishing complete with tiles of. (A) Light

shades using white cement

Providing laying precast terrazo tiles 20mm thick with marble

chips of sizes. upto 6mm in skirting and risers of steps not

exceedings 30 cms. in hieght on 10mm thick cement plaster 1:3

Rupees Seven Hundred SixtyOne Paise

447 14005BA 14.21 (1-cement : 3-coarse sand ) jointed with neat cement slurry Sqm

including rubbing and polishing complete with tiles of. (B)

Medium Shades using approx. 50% white Cement and 50%

ordinary cement

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 thick cement plaster Rupees Six Hundred FiftyOne Paise

1:3 (1-cement : 3-coarse sand ) jointed with neat cement slurry FourtyOne Only

including rubbing and polishing complete with tiles of. (B) Dark

shades using ordinary cement

Providing and laying chequered terrazo tiles 22mm thick with

marble chips of sizes upto 6mm in floors on 25mm thick bed of

Lime mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 - Rupees Seven Hundred EightyEight

cement :6 - coarse sand) jointed with neat cement slurry mixed Paise ThirtyEight Only

with pigment to match the shade of the tiles including rubbing

and polishing complete. (A) Light shades using white cement

Providing and laying chequered terrazo tiles 22mm thick with

marble chips of sizes upto 6mm in floors on 25mm thick bed of

Lime mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 -

450 14006BA 14.25 Sqm 770 Rupees Seven Hundred Seventy Only

cement : 6 - coarse sand) jointed with neat cement slurry mixed

with pigment to match the shade of the tiles including rubbing

and polishing complete. (B) Dark shades using ordinary cement

Providing and laying chequered terrazo tiles 28mm thick with

marble chips of sizes upto 6mm in treads of stairs and staircases

in 12mm thick bed of lime mortar 1:1.5

Rupees Seven Hundred SixtyFour Paise

451 14007AA 14.27 (1-Lime putty :1.5 coarse sand) or C.M. 1:6 (1- cement : 6- coarse Sqm

NinetyNine Only

sand) jointed with neat cement slurry mixed with pigment to

match the shade of tiles including rubbing and polishing

complete. (A) Light shades using white cement

Providing and laying chequered terrazo tiles 28mm thick with

marble chips of sizes upto 6mm in treads of stairs and staircases