BUILDING WORK

Name of Work : Annual Rate Contract For Various Health Care Facilities at Taluka: Santrampur And Kadana 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 : Rupees One Thousand Eight Hundred

1-Fine sand) FourtySix Paise EightySeven Only

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

2-Fine sand) Seventy Paise ThirtyOne Only

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

3 - 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

Rupees One Hundred TwentyTwo

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

Paise NinetyFour Only

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees One Hundred FiftySeven Paise

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

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees Two Hundred SixtyEight Paise

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

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

Excavation for foundation upto 1.5 m depth including sorting

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

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees Six Hundred TwentySeven

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

Paise FourtySeven Only

excavated 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 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 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 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 NinetyFour 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 Paise Two

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

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

rock 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 Rupees TwentyTwo Paise Eighteen

materials and disposing of the excavated stuff upto 50 m Only

lead.(A) Loose or soft soil

Extra for additional depth more than 5.0 m for excavation for

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

materials and disposing off the excavated stuff upto 50 m Only

lead.(B) Dense or Hard soil

Extra for additional depth more than 5.0 m for excavation for

34 04004C 0 foundation including sorting out and stacking of useful cu.m 30.49 Rupees Thirty Paise FourtyNine Only

materials and disposing of the excavated stuff upto 50 m

lead.(C) Hard Murrum

Extra for additional depth more than 5.0 m for excavation for

35 04004D 0 foundation including sorting out and stacking of useful cu.m 39.36 Rupees ThirtyNine Paise ThirtySix Only

materials 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

36 04004E 0 foundation including sorting out and stacking of useful cu.m 39.36 Rupees ThirtyNine Paise ThirtySix Only

materials and disposing of the excavated stuff upto 50 m

lead.(E) Hard Rock

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

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

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

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

Add extra for Disposing off the excavated stuff of above items

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

for lead of (C) 200 m to 300 m

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

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

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

for lead of (E) 400 to 500 m Paise 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 Rupees One Thousand One Hundred

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

of 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 Rupees One Thousand Three Hundred

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

of 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 Rupees One Thousand Five Hundred

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

of pipes.(iii) 300 mm

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

piles of following Diameter.(i) 200 mm Paise 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

piles of following Diameter.(iii) 300 mm Six 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

Rupees Two Hundred Twelve Paise

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

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees Two Hundred SeventyTwo

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

Paise FiftySeven Only

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees Four Hundred SixtyFive Paise

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

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

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the Rupees Five Hundred ThirtyTwo Paise

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

Excavation for foundation upto 1.5 m depth including sorting

Rupees One Thousand Nine Paise

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

excavated 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 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 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 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

disposing off the excavated stuff upto 50 Meter lead.(B) Dense Paise 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 ThirtyNine Only

rock 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

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

Providing and laying in foundation and plinth / under floors

lime concrete with hand broken stone aggregates 40mm Rupees Two Thousand Nine Hundred

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

Four Paise SeventyOne Only

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

Providing and laying in foundation and plinth / under floors

lime concrete with graded brick aggregates 40 mm nominal size Rupees Two Thousand Eight Hundred

71 05002A 5.1.8 and 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 Rupees Three Thousand NinetyTwo

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

Foundation and Plinth

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 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 Three Paise EightyNine Only

in (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

and curing complete excluding cost of formwork in (A) Paise 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 Rupees Two Thousand Seven Hundred

size) 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, EightyFour Paise NinetyOne Only

landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level.

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

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

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 cu.m

EightyEight Paise TwentyNine Only

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

smooth and even surface centering and formwork and curing

complete excluding cost of reinforcement.

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

87 05013A 40302 bending binding, and placing in position complete upto floor 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 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 kg

upto 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 kg

TwentyNine Only

upto 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 kg

upto floor two level

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

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

floor 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 Rupees Seven Hundred NinetyFour

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

fixing and finishing in cement mortar 1:3 and curing complete.

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 Rupees Seven Hundred TwentyTwo

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

fixing and finishing in cement mortar 1:3 and curing complete.

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 Rupees Seven Hundred FourtyOne

1.6 mm dia. Mild steel wire including roughening,cleaning, Paise NinetyThree Only

fixing and finishing in cement mortar 1:3 and curing complete.

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 Rupees Eight Hundred TwentyFour

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

fixing and finishing in cement mortar 1:3 and curing complete.

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 Rupees Eight Hundred FiftyFive Paise

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

fixing and finishing in cement mortar 1:3 and curing

complete.(E) 100mm thick

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 Paise SeventyTwo Only

of 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 ThirtyTwo Paise NinetyTwo Only

foundation 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

Rupees Eight Thousand Three Hundred

120 05026A 0 nominal size) and finishing smooth with curing etc. complete cu.m

FiftyFive Paise Four Only

including the cost 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 Rupees Seven Thousand Four Hundred

including the cost of formwork but excluding the cost of SeventyFive Paise SixtyOne Only

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

cm and upto 10 cm.thickness

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete Rupees Six Thousand Eight Hundred

including the cost of formwork but excluding the cost of EightyEight Paise Fifteen Only

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

cm and upto 13 cm. thickness

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete Rupees Six Thousand Three Hundred

including the cost of formwork but excluding the cost of Four Paise Twenty Only

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

cm and upto 15 cm.thickness

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 SixtyThree Paise SixtyNine Only

work 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

125 05027B 0 formwork but excluding the cost of reinforsement for R.C.C cu.m

EightyFour Paise TwentyFive Only

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

Providing and Laying controlled cement concrete M.150 and

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

126 05027C 0 formwork but excluding the cost of reinforsement for R.C.C cu.m

SeventyOne Paise SixtySix Only

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

Providing and Laying controlled cement concrete M.150 and

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

127 05027D 0 formwork but excluding the cost of reinforsement for R.C.C cu.m

Twelve Paise EightyFour Only

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

Rupees Nine Thousand Five Hundred

128 05028A 0 nominal size) exposed work with curing etc. complete including cu.m

FourtyTwo Paise Five Only

the cost 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) exposed work with curing etc. complete including Rupees Eight Thousand Four Hundred

the cost of formwork but excluding the cost of reinforsement for TwentyFive Paise TwentyOne Only

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete including Rupees Seven Thousand Four Hundred

the cost of formwork but excluding the cost of reinforsement for FiftyFour Paise Three Only

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) exposed work with curing etc. complete including Rupees Six Thousand Nine Hundred

the cost of formwork but excluding the cost of reinforsement for ThirtySeven Paise FiftyNine Only

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

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 Fifty Paise SixtyNine Only

work in (i) Slabs upto 8cm 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 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

formwork but excluding the cost of reinforsement for R.C.Cwork Paise 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 Rupees Ten Thousand Two Hundred

136 05030 0 nominal size) for R.C.C lintel including finishing smooth cu.m

Nineteen Paise ThirtyNine Only

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

excluding the cost of reinforcement.

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete Rupees Eight Thousand Five Hundred

including the cost of formwork but excluding the cost of NinetyThree Paise Eighty Only

reinforcement for R.C.C work in (A) BEAMS

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete Rupees Seven Thousand Six Hundred

138 05031A2 0 including the cost of formwork but excluding the cost of cu.m

SixtyFive Paise Sixty Only

reinforcement for R.C.C work in (A) BEAMS

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete Rupees Six Thousand Five Hundred

139 05031A3 0 including the cost of formwork but excluding the cost of cu.m

SeventyEight Paise Seven Only

reinforcement for R.C.C work in (A) BEAMS

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

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete Rupees Twelve Thousand Three

including the cost of formwork but excluding the cost of Hundred Seventeen Paise Two Only

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

sectional area 0.05 to 0.08 Sq.M

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with,curing etc. complete Rupees Ten Thousand Six Hundred

141 05031B2 0 including the cost of formwork but excluding the cost of cu.m

FiftyEight Paise Sixteen Only

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

sectional area more than

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 Rupees Eight Thousand Six Hundred

including the cost of formwork but excluding the cost of NinetyTwo Paise EightySeven Only

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

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

Providing and laying 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 upto 0.12 Sq.M

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 upto 0.18 Sq.M

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

147 05032B2 0 but excluding the cost of reinforcement for R.C.C. work in(B) cu.m 12257.73 Hundred FiftySeven Paise

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

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

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 upto 0.12 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 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

153 05033B2 0 but excluding the cost of reinforcement for R.C.C. work in (B) cu.m 12577.33 Hundred SeventySeven Paise

COLUMNS:(ii) Having ThirtyThree Only

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 upto 0.12 Sq.M

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 Rupees Four Thousand One Hundred

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

(for 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

Rupees Four Thousand Seven Hundred

165 05050 with required bond length as per menufracturer specification Sqm

SeventyTwo Only

and 4mm thick alluminium strip covering with one side sloted

and bolted with suitable system, inclusive of all manpower,

machinery and material as per specification and as directed.

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 ThirtyNine Only

foreign materials including applying primer and filling required

size (oversize of joint PU foam etc. complete.

Providing and filling the expansion joint by polymer confirm to

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

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

or 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 Rupees One Hundred TwentyOne Paise

of 7.00 to 10.00 and Sp. Nine Only

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

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 Rupees Five Hundred NinetyTwo Paise

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

minimum as per specification for 12 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum. non-staining with Rupees Eight Hundred Three Paise

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

minimum as per specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

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 Rupees One Thousand Three Hundred

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

Thirty Paise NinetyTwo Only

minimum as per specification for 40 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 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 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 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) 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

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

Item No. 1(6.12) (A) Modular

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

199 06007A2A 6.2 per floor per cu.m

Item No. 1(6.12) (B) Conventional Only

Extra for brick work in superstructure above floor two level

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

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

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

201 06007B1A 6.2 per floor per cu.m

Item No. 2(6.13) (A) Modular Only

Extra for brick work in superstructure above floor two level

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

Item No. 2(6.13) (B) Conventional

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

203 06007B3A 6.2 per floor per cu.m

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

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

204 06007C1A 6.2 per floor per cu.m

Item No. 3 (A) Modular Only

Extra for brick work in superstructure above floor two level

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

Item No. 3 (B) Conventional

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

206 06007C3A 6.2 per floor per cu.m

Item 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

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

Item No. 4 (A) Modular

Extra for brick work in superstructure above floor two level

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

Item No. 4 (B) Coventional

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

209 06007D3A 6.2 per floor per cu.m

Item No. 4 (C) Fly Ash Bricks Only

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

210 06007E1A 6.2 per floor per cu.m

Item 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 Only

plinth (A) Modular

(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 EightyFour Only

plinth (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 SixtyEight Only

plinth (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 Only

plinth (A) Modular

(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 SeventyNine Only

plinth (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 SixtyEight Only

plinth (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 Rupees FourtyTwo Paise FourtyThree

Item 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

Rupees Six Hundred EightyFour Paise

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

steel 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

Rupees Six Hundred NinetySix Paise

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

ThirtyThree Only

steel 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

Rupees Seven Hundred Eighty Paise

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

FourtyThree Only

steel round bars after every three course embedded in Cement

Mortar in foundation and plinth (C)Fly Ash Bricks

Extra for brick work in superstructure above floor two level

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

Item No. 5 (C) Fly Ash Bricks

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

level upto floor two level. (A) Modular Only

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

level upto floor two level. (B) Conventional Only

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

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

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

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 : Paise FourtySeven Only

5 - coarse sand)

Masonary work using Aerated light weight concrete block

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

234 06014 structure above plinth level upto floor two level in cement cu.m

NinetyEight Paise SixtyThree Only

mortar 1:5 ( 1 cement : 5 fine sand ) complete as per Technical

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 /

mm / 3000 mm / 3300 mm in legth made from of controlled Rupees Seven Hundred FiftyFour Paise

cement concrete M20 having cube compressive strength not FourtySeven Only

less than 20 MPa jointing with high strength & tensile adhesion

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

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 FourtyTwo Only

less 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.

Providing and Foam.

laying (Plaster

Precast not required)

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 from of controlled cement Rupees Eight Hundred EightyThree

concrete M35 having cube compressive strength not less than Paise SeventyFive Only

35 MPa jointing with high strength & tensile adhesion non-

shrink cementitious joint compound / P.U. Foam. (Plaster not

(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

Rupees Five Thousand One Hundred

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

EightySeven Paise Five Only

putty : 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

Rupees Six Thousand Two Hundred

252 07010A 0 with 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

Rupees Six Thousand Two Hundred

253 07011A 0 with 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

254 07012A 7.75 made of cement concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6- cu.m 3771.97 Hundred SeventyOne Paise

graded stone aggregates of 20 mm and down grade) in NinetySeven Only

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 Sqm

FourtyThree Only

propering 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 Sqm

propering 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

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

Paise SeventyThree Only

the 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 Sqm

TwentyFive Only

the same for in situ reinforced concrete and plain concrete work

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

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. Height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of Rupees Two Hundred EightySeven

the same for in situ reinforced concrete and plain concrete work Paise TwentyNine Only

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

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of Rupees Two Hundred FourtyThree

the same for in situ reinforced concrete and plain concrete work Paise EightySix Only

in. (C) Vertical surface such as walls (any thickness) partitions

and the like including attached buttresses & string course & the

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

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

264 09001G1A 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

the same for in 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 Rupees Four Hundred Ten Paise

265 09001G2A 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

EightyNine Only

the same for in situ reinforced concrete and plain concrete work

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of Rupees Two Hundred Seven Paise

the same for in situ reinforced concrete and plain concrete work Twelve Only

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

cantilevers Girders Bressumers and Lintels not exceeding 1 M.

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 SeventyThree

267 09001H2A 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

Paise NinetyThree Only

the same for in 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 Rupees SeventyThree Paise ThirtyFour

supporting floor to ceiling not exceeding 4 M. and removal of Only

the same for in 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

Rupees Seven Hundred One Paise

269 09001KA 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

FiftyThree Only

the same for in situ reinforced concrete and plain concrete work

in. (K) Small surfaceassuch as cantiever brackets and ends of

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

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 SeventyThree

270 09001LA 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

Paise FiftyNine Only

the same for in 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 Rupees Two Hundred Sixty Paise

271 09001MA 9.1 supporting floor to ceiling not exceeding 4 M. and removal of Sqm

FiftySeven Only

the same for in situ reinforced concrete and plain concrete work

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

and stringers excluding landing.

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 Four Hundred Five Paise

supporting floor to ceiling not exceeding 4 M. and removal of EightyNine Only

the same for in 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

M.and upto 5.0 M.

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

Rupees NinetyEight Paise EightyFour

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

Columns etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets so as

Rupees NinetyEight Paise EightyFour

277 09003B1A 9.7 to 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

Rupees NinetyEight Paise EightyFour

278 09003B2A 9.7 to 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

Rupees NinetyEight Paise EightyFour

280 09003G1A 9.7 to 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

Rupees NinetyEight Paise EightyFour

281 09003G2A 9.7 to 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

Rupees NinetyEight Paise EightyFour

284 09003IA 9.7 to 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 Only

and Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as

Rupees NinetyEight Paise EightyFour

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

Chhajjas Corbels etc. and the like.

Extra for Providing formwork with sheathing steel sheets so as

Rupees NinetyEight Paise EightyFour

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

soffits including sisers and stringers excluding landing.

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

to 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

Rupees One Thousand Three Hundred

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

EightySeven Paise Sixty Only

fixed in position

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 Rupees Three Thousand Seven

294 10004CA 10.12 and clear story windows including anodised alluminium butt Sqm 3752.41 Hundred FiftyTwo Paise FourtyOne

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

panelled and partly glazed.

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

295 10005AA 10.13 and clearstory windows including blackenamelled M.S. butt Sqm 3773.84 Hundred SeventyThree Paise

hinges with necessary screws. 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 Rupees Three Thousand Six Hundred

305 10009AA 10.23 windows including anodised alluminium But hinges with Sqm

FiftyThree Paise ThirtySeven Only

necessary screws 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 Rupees Three Thousand Six Hundred

306 10009BA 10.23 windows including anodised alluminium But hinges with Sqm

FiftyEight Paise EightyFive Only

necessary screws 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 Rupees Three Thousand Six Hundred

307 10009CA 10.23 windows including anodised alluminium But hinges with Sqm

TwentySeven Paise SixtyEight Only

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

Providing and fixing 35 mm thick panelled ,glazed or panelled

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

308 10009DA 10.23 windows including anodised alluminium But hinges with Sqm

Paise Thirty Only

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

Asbestos sheet panels.

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

309 10010AA 10.24 and glazed shutters, for Doors windows and clearstory Sqm 3327.85 Hundred TwentySeven Paise

windows including black enamelled M.S. But hinges with EightyFive Only

necessary screws. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled

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

windows including black enamelled M.S. But hinges with Hundred ThirtyThree Paise Two Only

necessary screws. (B) Particle board panels

Providing and fixing 35 mm thick panelled ,glazed or panelled

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

windows including black enamelled M.S. But hinges with Hundred One Paise EightyFive Only

necessary screws. (C) Hard board panels.

Providing and fixing 35 mm thick panelled ,glazed or panelled

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

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

necessary screws . (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 Rupees One Thousand Eight Hundred

anodised alluminium butt hinges with necessary screws. (B) TwentyNine Paise SeventyFour Only

Non-decorative type and 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 Rupees Two Thousand Eight Hundred

316 10014A 10.5 of 0.56 mm dia,for Doors, windows and clearstory windows Sqm

TwentyThree Paise Nineteen Only

including 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

Rupees One Thousand Two Hundred

317 10015A 10.5 of 0.56 mm dia,for Doors, windows and clearstory windows Sqm

Seventy Paise Twelve Only

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

hinges with necessary Mango wood or equivalent quality.

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

gauge designation 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 Rupees Two Hundred TwentyOne

319 10017 10.7 mm diametre alluminium curtain Road and brackets including Rmt

Paise FiftyFive Only

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

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 including fixing to frames with screws etc, complete Rupees Eight Hundred SixtySeven

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

Providing and fixing in partitions 4mm thick medium hard

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

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

tobe paid separately)

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

Rupees One Thousand Three Hundred

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

ThirtyEight Paise NinetyEight Only

exceeding 75 cm. apart with Mango wood or equivalent quality.

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

Rupees One Thousand Seven Hundred

324 10023A 11 T 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

Rupees Seven Hundred SeventySeven

328 10026A 10.1 25mm mesh or weight not less than 7.75 kg. per Sq.M. to Sqm

Paise SeventySeven Only

window frames 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

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

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

35 mm thick shutters including oil paining etc. complete. Paise 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 Rupees Two Thousand Nineteen Paise

embedded wooden pieces for stiffening & also taking hinges & NinetyEight Only

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

weather proof, termite proof & resistance to mild acid/alkali.

Rates are to be inclusive of S.S hinges with fastener sleeve &

alluminium fixtures & fastenings.

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

thick FRP depress panel shutter having extra reinforcement on

sides & edges in Gel coat finish. The core of the shutter & frame

is to be filed up with injected fire retardant grade polyurethene

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

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

& shutter is to be water proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures &

fastenings & 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

Rupees Two Thousand Six Hundred

349 10038 embedded wooden pieces for stiffening & also taking hinges & Sqm

Fifteen Paise Four Only

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 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

Rupees One Thousand Five Hundred

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

Sixty Paise ThirtyThree Only

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 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

Rupees One Thousand Two Hundred

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

SixtyNine Paise SixtyThree Only

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

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

acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures &

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

Rupees Two Thousand Eight Hundred

353 10042 polyurethene foam done in situ alongwith embedded wooden Sqm

FourtyThree Paise SixtyTwo Only

pieces for stiffening & also taking hinges & fintures. The whole

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

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

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

fastenings & fastener sleeve.

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 Rupees One Thousand One Hundred

bottom rail on either side, and 10mm (5mm x 2) thick, 20mm FourtySix Paise ThirtySeven Only

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

Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC

sheet beading on eighter side, and joined together with solvent

cement adhesive,. An additional 5mm thick PVC strip of 20mm

width is to be stculk on the interior side of the ‘c’ channel using

PVC solvent cement adhesive etc. complete as per direction of

Engineer in charge, manufacture’s specification and 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

gauge thickness and size of 19mm x 19mm for stiles, top and

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

approved makde and manufactures. M.S frame covered with

5mm thick heat moulded prelim PVC ‘C’ channel of siz 30mm

thickness, 70 mm width of which 50mm shall be flat and 20mm

shall be tapered in 45 degree Angle on either side forming stiles,

and 5mm thick, 95mm wide pream PVC sheet out of which Rupees Two Thousand Two Hundred

75mm shall be flat and 20mm shall be tapered in 45 degree on ThirtySix Paise Fourteen Only

the inner side ot form top and bottom rail and 115mm wide

prelim PVc sheet out of which 75nmm shall be flat and 20mm

shall be tapered on both side to form lock rail, Top, bottom and

lock rails shall be provided either side of the panel. 10mm

(5mm x 2) thick 20mm wide cross PVC sheet shall be provided

as gap insert for top rail and bottom rails. Panelling of 5mm

thck both side prelim PVC sheet to be fitted in the M.S. frame

welded,sealed to the stiles and rails with 7mm (5mm + 2 mm)

Providing andwide

fixingPVC sheet

FACTORY MADEside, and joined

SINGLE SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S. tubes of

gauge thckness and size of 19mm x 19mm for stiles, and 15mm

x 15mm for top and bottom rails. The M.s. frame shall have coat

of steel primers of approved makde and manufacture. The M.S.

frame shall be covered with 5mm thick heat moulded single side

prelim PVC ‘C’ channel of size 30 x 50mm to form stiles and

5mm thick and 75mm wide single side prelim PVC sheets Rupees Two Thousand TwentyThree

356 10045 shallbe for the top, bttom and lock rails. Paneling of 5mm thick sqm

Paise Three Only

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

the front (Prelam side) stiles and rails (which should have a

5mm 45 degree bent portion as beading) and attached to the

back (white/lvory) stiles and rails (which should have a 10mm

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

5mm thick PVC sheet beading inside the 9 degree bent beading.

All stiles, rails and beading to be joined to the panel using

solvent cement.An additional 5mm thick PVC strip of 20mm

width is to be struck on the interior side of the ‘C’ channel using

Providing and fixing 30mm thick FACTOR MADE FULLY

GLAZED SOLID PVC DOOR SHUTTER consisting of frame made

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

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

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

make and manufacture, M.s. frame shall be covered with 5mm

thick heat moulded PVC ‘C” channel of size 75mm x 30mm x

50mm out of which 10mm shall be bent at 90 degree towards

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

357 10046 and bottom rail, M.S. frame shall be covered with 5mm thick, sqm

Paise Thirteen Only

100mm wide PVC sheet out of whch 10mm shall be bent of

degree towars inner side on front face of the door. M.S. frame at

lock rail shall be covered with 125 mm wide PVC sheet out of

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

front face of the door and 75mm wide PVC sheet shall cover the

M.S. frame at top, lock and bottom rail on side of door, 5mm

thick 20mm wide cross PVC sheet as gap insert for tp and

bottom rail.PVC sheet beading of 15mm thck (5mm x 30, 15mm

wide to be stuck, internally with solvent cement adhesive in

Providing and fixing 30mm thick factory made wire guazed

solid PVC Door shutter consisting of frame made out of M.S.

tubes of 19 gauge thickness and size of 19mm x 19mm for stiles

and 15mm x 15mm for top, lock and bottm rails, M.S. frame shall

have a coat of steel primers of approved make and manufacture,

19mm x 19mm M.S. square tubes shall be coveed with 5mm

thick head mouled PVC ‘C’ channel of size 30mm thickness,

90mm width out of which 75mm shall be flat and 15 mm shall

be bent in 90 degree angle on either side forming stiles and Rupees One Thousand Nine Hundred

5mm thick 115mm wide PVC sheet out of which 100mm shal be EightySeven Paise SixtyEight Only

flat and 15mm shal be betn in 90 degree on the inner side to

from top and bottom rails and 130mm wide PVC sheet out of

which 100mm shal be flat and 15mm shal be bent in 90 degree

on both side to from lock rail 10mm (5mm x 2) thick, 20mm

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

panel will be of G.I. wire gauge of 24 gauge to be fitted in by ‘C’

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.

Providing and fixing 35mm thick factory made moulded door

shuter consisting of solid core single leaf flush door of 30mm

thickness, lipped with 15mm (5mm x 3) thick x 30mm width on

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

width on the other stiles and bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof and fire

Rupees Two Thousand One Hundred

359 10048 resistant moulded PVC sheet with 2,4,6 raised panel design in sqm

FiftyTwo Paise ThirtyOne Only

different plain and /or prelim colours on one side after routing

the moulded design on flush door and 2mm plain and/or prelim

PVC sheet on other side using rubber adhesive on flush door

and solvent cement adhesive on the PVC liping etc. complete as

per direction of Engineer in charge, manufacture’s specification

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

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 Rupees One Thousand Nine Hundred

and 2mm plain and/or prelim PVC sheet on other side of the SeventyNine Paise Sixty Only

EPS. The edges of panel to be sealed with lipping of 10mm wide

PVC sheet batton (made by sticking 2 PVC rigid foam sheets of

5mm thickness using PVC solvent cement) and stiles 25mm

(5mm x 5) thick and 30mm width PVC sheet fitted along M.S.

tube for lock provision and for lock height 5mm thick PVC sheet

of size 150mm x 100mm fixed with upper and lower face of

inner side of EPS panel etc. complete as per direction of

Engineer in charge manufacture’s specification and drawing.

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,

Rupees Three Hundred Eighteen Paise

361 10050 EPDM rubber gasket weather seal to be provided through out sqm

the frame. The door frame shal be fixed to the wall using 65/100

mm long M.S. screws through the frame by using PVC fasteners.

A miniumum of 4 nos. os screws to be provided for each vertical

members and minium 2 nos. for horizontal members etc.

complete as per manufactures specification and direction of

Engineer in charge.

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 Rupees One Thousand Eight Hundred

362 10051 at 90 degree towards inner side on front face of the door. M.S. sqm

NinetyNine Paise FourtyEight Only

frame at lock rail shall be covered with 125 mm wide PVC sheet

out of which 0mm on both the edges shall be bent at 90 degree

on front face of the door and 7mm wide PVC sheet shall cover

the M.S. frame at top, lock and bottom rail on back side of door,

5 mm thick 20mm wide cross PVC sheet as gap insert for top

and bottom rail. PVC sheet beading of 15mm thick (5mm x3)

15mm wide to be stuck internally with solvent cement adhesive

in stiles and rails. Glass panel will be fittd externally in the clear

space available between the stiles and rails and fixed between

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

x 15mm for styles top, bottom rail. M.S. frame shall have a coat

of steel primer of approved make and manufacture, M.S. frame

shall be covered with 4mm thick heat mouled PVC ‘C’ channel of

size 58mm x 25mm x 38 mm out of which 8mm shall be bent at

90 degree towards inner side on front face of the window

shutter forming stiles. For top rail and bottom rails, M>S. frame Rupees Two Thousand Six Hundred

363 10052 shall be covered with 4mm thick, 58mm wide PVC sheet out of sqm

Two Paise SixtyTwo Only

which 8mm shall be bent at 90 degree towards inner side on

front face and 38mm wide PVC sheet shall cover the M.S. frame

at top and bottom rail on back side of window shutter, 4mm

thick 15mm wide cross PVC sheet as gap insert for top and

bottom rail. PVC sheet beading of 8mm thick (4mm x 2) to be

stuck internally with solvent cement adhesive in top and

bottom rails. Glass panel will be fitted externally in the clear

space available between stiles & rails and fixed between PVC

sheet of stiles and rails bent at 90 degree on front face 12mm x

Providing and fixing Plain/Printed PVC sheet wall paneling of

thickness 5mm consisting of panels having size 1220 mm x

2440 mm stuck on inner frame work of 50mm wide strips of

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

groove of 6mm width and 1mm depth for sinking the head of

the screw used to fix the strips to the wall and should be placed

Rupees Eight Hundred FiftyThree Paise

364 10053 vertically at equal intervals of 10” center to center. The PVC sqm

FourtyFive Only

strips shall be fixd to the wall using 65mm long M.s. scress

through the groove in the strip by using PVC fasteners. The

distance between two screws shall not be more than 200 A

groove of 2mm may be left at the joint of two panel for aesthetic

looks. The exact size of the panel and correspondingly of the

grid may vary depending on the size of the wall.

Providing and fixing Prelam PVC sheet wall paneling of

thickness 5mm consisting of panels having size 1220 x

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

Rupees Nine Hundred FiftyThree Paise

365 10054 at equal intervals of 10” center to center. The PVC strips shall be sqm

FourtyFour Only

fixed to the wall using 65mm long M.S. scres through the groove

in the strip by using PVC fasteners. The distance between two

screws shall not be more than 200 mm. A groove of 2mm may

be left at the joint of two panel for aesthetic looks. The exact size

of the panel and correspondingly of the grid may vary

depending on the size of the wall.

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

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 Rupees Two Thousand One Hundred

The first and last M.S. angle should be erected such that it is SeventyThree Paise FiftyTwo Only

inside a PVC C channel of size 50 x 75mm In between adjoining

EPS sandwiched PVC partition panel 4mm thick x 75 mm width

prelim PVC sheet feathered at edges shall be stuck on front and

back face using solvent cement etc. An additional 4mm thick

PVC strip of 40mm width is to be stuck on the intrior side of the

‘C” channel using PVC solvent adhesive completeas per

direction of Engineer in charge.

Manufacture’s specification and 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 Rupees One Thousand Eight Hundred

367 10056 ceiling. Sandwich PVC panel shall be inserted in the PVC “c” sqm

Paise EightyThree Only

channel. The first and last M.S. angle should be erected such that

it is inside a PVC C channel of size 50 x 75mm. In between

adjoining EPS sandwiched PVC partition panel 4mm thick x

75mm width plain PVC sheet feathered at edges shall be stuck

on front and back face using solvent cement etc. And additional

4mm thick PVC strip of 40mm width is to be stuck on the

interior side of the C channel using PVC solvent adhesive

complete as per direction of Engineer in charge, manufacture’s

specification and drawing.

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, Rupees One Thousand Nine Hundred

368 10057 Sandwich PVC panel shall be inserted in the PVC C channel. The sqm

TwentyOne Paise Two 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 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

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 drawing

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 Rupees Seven Hundred SeventyThree

supported from the cceiling with the help of G.I. hook and G.I. Paise SixtySix Only

wire/6mm M.S. rods of required sizes to maintain proper level

etc. The aluminium frame work is supported on side wall with

the use of alluminium L section of size 1 x 1 (25 x 25mm) angles

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 Rupees Three Hundred FiftyTwo Paise

371 10060 hangers from the roof and L sections is fixed all around the wall sqm

as shown in the diagram. 5mm PVC sheet strips of size 2 wide

and fixed with counter sunk steel screw on the U section.

Further 3mm PVC sheet is stuck to these PVC strips with

solvent cement such that joining lines are perfectly matched.

P.U. putty is filled, ceiling for getting fine surface finish etc.

complete as per direction of Engineer in charge, manufacturer’s

specification and drawing.

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

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

the diagram. 5mm PVC sheet strips of size 2 wide are fixd with Two 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 and drawing

Extra rate for using polyester fiber (12mm) with triangular of

equivalent cross section with specific gravity 1.35 to 1.40 (as a 1 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

micron thickness and up to 300 micron to reinforcement bars as Rupees Ten Thousand One Hundred

per IS-13620-1993/ASTM-775 M including testing of coating at SixtyTwo Paise SixtyTwo Only

plant and all taxes (A) 10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars as Rupees Seven Thousand Two Hundred

per IS-13620-1993/ASTM-775 M including testing of coating at NinetySix Paise TwentyFour Only

plant 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

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat Rupees Six Thousand Seven Hundred

of 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, Rupees Nine Thousand One Hundred

flats, 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 Rupees Nine Thousand Two Hundred

of 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,

mm M.S. gusset plates at Junctions and corners 25 mm dia. Rupees Three Thousand Eight Hundred

382 11004A 11.7 pulley, 40 x 40 x 6mm angle and T-iron guide rail at top and Sqm

TwentyFour Paise Twenty Only

bottom respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of red lead

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, Rupees Three Thousand Five Hundred

guide channels and arragements for inside and outside locking FiftyFour Paise Fourty Only

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 specially designed pipe shaft with bracket plates, Rupees Four Thousand Five Hundred

guide channels and arragements for inside and outside locking FourtySix Paise One Only

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 specially designed pipe shaft with bracket plates, Rupees Two Thousand Seven Hundred

guide channels and arrangements for inside and outside locking NinetySix Paise FiftyNine Only

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

Rupees Three Thousand Seven

mounted on specially designed pipe shaft with bracket plates,

386 11006B 11.9 Sqm 3784.54 Hundred EightyFour Paise FiftyFour

guide channels and arrangements for inside and outside locking

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

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

Providing and fixing Hood cover for rolling shutters (A) Rupees One Hundred TwentyOne Paise

Shutters having width below 3.5 meters TwentyThree Only

Providing and fixing Hood cover for rolling shutters (B) Rupees One Hundred TwentySix Paise

Shutters 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

Rupees One Thousand Eight Hundred

394 11013 0 including welding and fixtures fastenings including 3 coats of Sqm

ThirtyThree Paise NinetyEight Only

approved 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.

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 92mm x

Rupees One Thousand Five Hundred

396 11027 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters of Sqm

EightyThree Paise NinetyFive Only

horizontal member size 40 mmx18mm x1.29mm @ wt.of

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

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 Rupees One Thousand Seven Hundred

of horizontal member size 40mm x 18mm x 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

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 Rupees One Thousand Three Hundred

bronze colour tinted float glass with colour anodized One Paise EightyTwo Only

alluminium frame for ventilation with 5 mm thick frosted glass

as details etc complete for.window

Providing and fixing standared extruded of alluminium section

of size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with Rupees One Thousand One Hundred

colour anodized alluminium frame for ventilation with 5 mm SeventyFive Paise FiftySix Only

thick frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section

of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Rupees One Thousand Five Hundred

400 11031 anodized alluminium frame with 5 mm thick transparent Sqm

TwentyFive Only

bronze colour tinted float glass as details etc complete for Fix

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 Rupees Two Thousand One Hundred

sliding shutters of horizontal member size 40mm x 18mm x Fourty Paise ThirtyThree 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 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

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

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 Rupees One Thousand Two Hundred

transparent bronze colour tinted float glass with colour Ninety Paise EightyOne Only

anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for.window

Providing and fixing standared extruded of alluminium section

of size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with Rupees One Thousand One Hundred

colour Powder Coated alluminium frame for ventilation with 5 SeventyFive Paise FiftySix Only

mm thick frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section

of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Rupees One Thousand Eight 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)

Fixing metallic gate and shutter hooks and eyes of size (Hoks

410 12004 12.1 Each 3.85 Rupees Three Paise EightyFive Only

and 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 Each 6.19 Rupees Six Paise Nineteen Only

to be paid under separate items)

Fixing metallic casement stays of size with necessary screws

415 12009 12.21 etc. complete (casement stays and screws to be paid under Each 6.19 Rupees Six Paise Nineteen Only

separate items)

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

418 12012 12.26 screws etc. to suit shutter thickeness complete (Floor door 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 Rupees One Thousand One Hundred

wooden beadings of first-class teak wood and necessary cutting SixtyNine Paise TwentyOne Only

of glass. (3) 3mm thick

Providing and fixing sheet glass ordinary quality bedded in

putty and fixed with wooden beadings including the cost of Rupees One Thousand One Hundred

wooden beadings of first-class teak wood and necessary cutting Ninety Paise NinetyTwo Only

of glass. (4) 4mm thick

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

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 Ninety Paise

white and blak marble cihps of required sizes from 1mm to Five Only

4mm 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 SixtySix Only

4mm 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 TwentyOne Only

4mm 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

Rupees Eight Hundred SeventyThree

431 14001DA 14.2 down gauge) and top layer 10mm thick with white, black or Sqm

Paise FiftySeven Only

white and blak marble cihps of required sizes from 1mm to

4mm 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

Providing and(In top layer

laying 40mmonly)

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

white and blak marble cihps of required sizes from 1mm to Paise Three Only

4mm 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

Rupees Six Hundred FiftyThree Paise

433 14002AA 14.4 mix 3:1 (3- Cement : 1 marble powder by weight) in proportion Sqm

of 4:7 (4-cement marble powder mix : 7-marble chips by

volume) 20mm thick with under layer 14mm thick cement

(1-cement : 3-coarse sand) (A) Dark shade pigment with

Providingcement (In top

and laying layerchips

marble only)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

Rupees Seven Hundred ThirtyFour

434 14002BA 14.4 3:1 (3- 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

Rupees Six Hundred EightyEight Paise

435 14002CA 14.4 3:1 (3- Cement : 1 marble powder by weight) in proportion of Sqm

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)

(C) Medium shade pigment with appox 50% white cement and

Providing and cement (In topchips

laying marble layerskirting

only) (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 Rupees Seven Hundred Six Paise

mix 3:1 (3- Cement : 1 marble powder by weight) in proportion FiftyFour Only

of 4:7 (4-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

Providing any pigment

and laying (In top

marble chips layer only)

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 Rupees Six Hundred ThirtyNine Paise

3:1 (3- 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

Providing and laying cushioning layer on R.C.C. Slab consisting

Rupees Two Hundred Sixty Paise

438 14003AA 14.16 of 75mm thick lime, concrete using brick aggregate of 20mm Sqm

FiftySeven Only

nominal size mortar compresing of 1-Lime : 2- fine sand)

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

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 Rupees Six Hundred Fourteen Paise

441 14003DA 0 lime mortar 1:6 jointed with neat cement slurry mixed with Sqm

pigment to match the shade of tiles including rubbing and

polishing complete with precast tiles of (1) Light shades using

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 Rupees Six Hundred Fifteen Paise

442 14003EA 0 lime mortar 1:6 jointed with neat cement slurry mixed with Sqm

TwentyFour Only

pigment to match the shade of tiles including rubbing and

polishing complete with precast tiles of (2) Dark shades using

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

Rupees Five Hundred Six Paise Ten

443 14004AA 14.19 average thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 Sqm

coarse sand) or 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.(A) Light shades using white cement

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 Rupees Six Hundred ThirtyThree Paise

mortar 1:1.5(1-Lime putty : 1.5 sand) or C.M. 1:6 jointed with Five Only

neat 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

Rupees Five Hundred EightyTwo Paise

445 14004CA 14.19 average thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 Sqm

NinetyThree Only

coarse sand) or 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 - cement : 6 - coarse sand) jointed with neat cement slurry Sqm 770 Rupees Seven Hundred Seventy Only

mixed with pigment to match the shade of the tiles including

rubbing and polishing complete. (B) Dark shades using ordinary

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- Sqm

NinetyNine Only

coarse 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 in 12mm thick bed of lime mortar 1:1.5 Rupees Seven Hundred SeventySix

452 14007BA 14.27 (1-Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with neat Sqm

Paise SixtyNine Only

cement slurry mixed with pigment to match the shade of tiles

including rubbing and polishing complete.

(B) Dark shades using ordinary cement

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

Providing and laying white glazed tiles 6mm thick in flooring

treads of steps and landing laid on a bed of 12mm thick cement Rupees Eight Hundred Ninety Paise

mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush TwentySix Only

pointing in white cement.

Providing and laying Ceramic tiles 6mm thick in flooring treads

of steps and landing laid on a bed of 12mm thick cement mortar Rupees One Thousand Five Paise

1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in FiftyTwo Only

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24''

in flooring treads of steps and landing laid on a bed of 12mm Rupees One Thousand One Hundred

thick cement mortar 1:3 (1-cement : Twenty Paise ThirtySix Only

3-coarse sand ) finishing with flush pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36''

in flooring treads of steps and landing laid on a bed of 12mm Rupees One Thousand Five Hundred

thick cement mortar 1:3 (1-cement : ThirtyOne Paise EightyTwo Only

3-coarse sand ) finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skrting

Rupees Nine Hundred NinetyThree

457 14009AA 14.32 risers of steps and dedo on 10mm thick cement plaster 1:3 (1- Sqm

Paise EightyThree Only

cement : 3-coarse sand) and jointed with white cement slurry

Providing and layingCeramic tiles 6mm thick in skrting risers of

Rupees One Thousand FourtyFive Paise

458 14009BA 14.32 (B) steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Sqm

coarse sand) and jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24''

in skrting risers of steps and dedo on 10mm thick cement Rupees One Thousand One Hundred

plaster 1:3 (1-cement : 3-coarse sand) and jointed with white NinetyFive Paise Two Only

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting

Rupees One Thousand Five Hundred

460 14009DA 14.32 (C2) risers of steps and dedo on 10mm thick cement plaster 1:3 (1- Sqm

NinetyTwo Paise Fourty Only

cement : 3-coarse sand) and jointed with white cement slurry

Providing and fixing 50mm internal or external angles of glazed Rupees One Hundred Eighteen Paise