Building

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

Dabhoi & Waghodiya Dist.Vadodara

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Rupees One Thousand Eight

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

1 02001A 2.5.1 cu.m 1825.25 1843.50 Hundred Forty Three and Paisa

Hydrated Lime : 1-Fine sand)

Rupees One Thousand Six

Lime Mortar 1:2 (1-lime putty/ Equivalent dry

2 02002A 2.5.2 cu.m 1649.33 1665.82 Hundred Sixty Five and Paisa

Hydrated Lime : 2-Fine sand)

Eighty Two Only

Rupees One Thousand Five

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

3 02003A 2.5.3 cu.m 1561.61 1577.23 Hundred Seventy Seven and

Hydrated Lime : 3 - Fine sand)

Paisa Twenty Three Only

Rupees One Thousand Seven

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

4 02004A 0 cu.m 1755.32 1772.87 Hundred Seventy Two and Paisa

Hydrated Lime : 1.5 Fine sand)

Eighty Seven Only

Rupees Six Thousand Two

5 02005A 2.5.11 Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m 6157.18 6218.75 Hundred Eighteen and Paisa

Seventy Five Only

Rupees Four Thousand Four

6 02006A 2.5.12 Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m 4424.56 4468.81 Hundred Sixty Eight and Paisa

Eighty One Only

Rupees Three Thousand Five

7 02007A 2.5.13 Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m 3558.63 3594.22 Hundred Ninety Four and Paisa

Twenty Two Only

Rupees Two Thousand Eight

8 02008A 2.5.14 Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m 2868.29 2896.97 Hundred Ninety Six and Paisa

Ninety Seven Only

Rupees Two Thousand Five

9 02009A 2.5.15 Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m 2496.57 2521.54 Hundred Twenty One and Paisa

Fifty Four Only

Rupees Two Thousand One

10 02010A 2.5.16 Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m 2177.95 2199.73 Hundred Ninety Nine and Paisa

Seventy Three Only

Rupees Three Thousand Six

11 02011A 2.5.18 Cement Mortar 1:3 (1-Cement: 3 - coarse sand) cu.m 3585.21 3621.06 Hundred Twenty One and Paisa

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Rupees Two Thousand Nine

12 02012A 2.5.19 Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m 2894.87 2923.82 Hundred Twenty Three and Paisa

Eighty Two Only

Rupees Two Thousand Five

13 02013A 2.5.20 Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m 2523.15 2548.38 Hundred Forty Eight and Paisa

Thirty Eight Only

Rupees Two Thousand Two

14 02014A 2.5.21 Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m 2204.54 2226.59 Hundred Twenty Six and Paisa

Fifty Nine Only

Rupees One Thousand Nine

15 02015A 0 Cement Mortar 1:8 (1-Cement: 8 - fine sand) cu.m 1885.92 1904.78 Hundred Four and Paisa Seventy

Rupees One Thousand Seven

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

16 02016A 0 cu.m 1777.43 1795.20 Hundred Ninety Five and Paisa

Lime:1.5 coarse sand)

EARTH WORK (EXECUTED WITH MECHANISED EFFORTS/ MACHINARIES)

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees One Hundred Twenty

stuff upto 50 Meter lead.(A) and Paisa One Only

Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees One Hundred Fifty Three

stuff upto 50 Meter lead.(B) and Paisa Forty One Only

Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Two Hundred Sixty Two

stuff upto 50 Meter lead.(C) and Paisa Fifty Two Only

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Two Hundred Seventy

20 04001D 0 and stacking of useful materials and disposing off the excavated cu.m 268.76

One and Paisa Forty Five Only

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

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Six Hundred Twelve and

stuff upto 50 Meter lead.(E) Paisa Fifty Three Only

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

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

the excavated stuff upto 50 Meter Three and Paisa Five Only

lead.(A) Loose or soft soil

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

the excavated stuff upto 50 Meter and Paisa Forty Four Only

lead.(B) Dense or Hard soil

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

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

the excavated stuff upto 50 Meter Paisa Thirty Eight Only

lead.(C) Hard Murrum

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

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

the excavated stuff upto 50 Meter lead. (D) Soft rock not Four and Paisa Sixty Seven Only

requiring Blasting

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

sorting out and stacking of useful materials and disposing off Rupees Six Hundred Thirty Five

the excavated stuff upto 50 Meter and Paisa Seventy Four Only

lead.(E) Hard Rock

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

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

the excavated stuff upto 50 Meter and Paisa Nine Only

lead.(A) Loose or soft soil

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

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

the excavated stuff upto 50 Meter Eight and Paisa Fifty Eight Only

lead.(B) Dense or Hard soil

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

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

excavated stuff upto 50 Meter Two and Paisa Eighty Seven Only

lead.(C) Hard Murrum

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

Rupees Three Hundred

sorting out and stacking of useful materials and disposing off

30 04003D 0 cu.m 314.73 317.88 Seventeen and Paisa Eighty Eight

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

requiring Blasting

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

sorting out and stacking of useful materials and disposing off Rupees Six Hundred Fifty Eight

the excavated stuff upto 50 Meter and Paisa Ninety Six Only

lead.(E) Hard Rock

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials Rupees Twenty One and Paisa

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials Rupees Twenty One and Paisa

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

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials Rupees Twenty Nine and Paisa

and disposing of the excavated stuff upto 50 m Seventy Six Only

lead.(C) Hard Murrum

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials Rupees Thirty Eight and Paisa

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

not require Blasting

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful materials Rupees Thirty Eight and Paisa

and disposing of the excavated stuff upto 50 m Forty Two Only

lead.(E) Hard Rock

Add extra for Disposing off the excavated stuff of Rupees Seventeen and Paisa

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

Add extra for Disposing off the excavated stuff of Rupees Thirty Four and Paisa

above items for lead of (B) 100 m to 200 m Ninety One Only

Add extra for Disposing off the excavated stuff of Rupees Fifty Two and Paisa

above items for lead of (C) 200 m to 300 m Thirty Six Only

Add extra for Disposing off the excavated stuff of Rupees Seventy Seven and Paisa

above items for lead of (D) 300 m to 400 m Fifty Seven Only

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

above items for lead of (E) 400 to 500 m Nine and Paisa Twenty Eight Only

Filling available excavated earth (excluding rock) in trenches.

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

depth consolidating each disposited layer by ramming and Three and Paisa Sixty Five Only

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

ramming, consolidating and dressing complete One and Paisa Sixty Nine Only

Filling in foundation and plinth with murrum or selected

Rupees Two Hundred Ninety Six

44 04008A 0 soil in layers of 20cm. thickness including watering, ramming and cu.m 293.36

and Paisa Twenty Nine Only

consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in

Rupees Six Hundred Fifteen and

45 04009A 0 layers of 20cm. thickness including watering, remming and cu.m 609.48

Paisa Fifty Seven Only

consolidating etc. complete.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

directed within a lead of 50 Meter for following diameter of Seven and Paisa Fifty Six Only

pipes.(i)200 mm

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

Rupees One Thousand Three

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

47 04010B 4.27 Each 1288.97 1301.86 Hundred One and Paisa Eighty Six

directed within a lead of 50 Meter for following diameter of

pipes.(ii) 250 mm

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

Rupees One Thousand Five

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

48 04010C 4.27 Each 1508.22 1523.30 Hundred Twenty Three and Paisa

directed within a lead of 50 Meter for following diameter of

pipes.(iii) 300 mm

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

piles of following Diameter.(i) 200 mm Three and Paisa Ninety Six Only

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

piles of following Diameter.(ii) 250 mm One and Paisa Forty Five Only

Extra for under reaming inside the bore Holes for under reamed Rupees Six Hundred Forty Eight

piles of following Diameter.(iii) 300 mm and Paisa Twenty Five Only

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

Rupees Three Hundred Sixty

52 04012A 4.29 bore holes are made deeper or shallower than Each 360.7

Four and Paisa Thirty One 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 Eighty Five

53 04012B 4.29 bore holes are made deeper or shallower than Each 480.93

and Paisa Seventy Four 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 Forty Four

54 04012C 4.29 bore holes are made deeper or shallower than Each 539.28

and Paisa Sixty Seven Only

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

EARTH WORK (EXECUTED WITH MANUAL LABOUR)

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Two Hundred Eight and

stuff upto 50 Meter lead.(A) Paisa Ninety Three Only

Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Two Hundred Sixty Eight

stuff upto 50 Meter lead.(B) and Paisa Twenty Eight Only

Dense or Hard soil

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Four Hundred Fifty Eight

stuff upto 50 Meter lead.(C) and Paisa Seventy Three Only

Excavation for foundation upto 1.5 m depth including sorting out

Rupees Five Hundred Twenty

58 04B001D 0 and stacking of useful materials and disposing off the excavated cu.m 515.06

and Paisa Twenty One Only

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

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated Rupees Nine Hundred Eighty Five

stuff upto 50 Meter lead.(E) and Paisa Thirty Eight Only

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

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

the excavated stuff upto 50 Meter Paisa Fifty Seven Only

lead.(A) Loose or soft soil

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

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

the excavated stuff upto 50 Meter Nine and Paisa Ninety Two Only

lead.(B) Dense or Hard soil

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

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

the excavated stuff upto 50 Meter and Paisa Nineteen Only

lead.(C) Hard Murrum

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

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

the excavated stuff upto 50 Meter lead. (D) Soft rock not and Paisa Twenty Seven Only

requiring Blasting

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

sorting out and stacking of useful materials and disposing off Rupees One Thousand Twenty

the excavated stuff upto 50 Meter Three and Paisa Eighty Two Only

lead.(E) Hard Rock

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

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

the excavated stuff upto 50 Meter and Paisa Twenty One Only

lead.(A) Loose or soft soil

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

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

the excavated stuff upto 50 Meter and Paisa Fifty Six Only

lead.(B) Dense or Hard soil

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

excavated stuff upto 50 Meter Paisa Eighty Four Only

lead.(C) Hard Murrum

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

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

the excavated stuff upto 50 Meter lead.(D) Soft rock not and Paisa Twelve Only

requiring Blasting

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

sorting out and stacking of useful materials and disposing off Rupees One Thousand Sixty Two

the excavated stuff upto 50 Meter and Paisa Twenty Eight Only

lead.(E) Hard Rock

Providing and laying in foundation and plinth / under floors lime

Rupees Two Thousand Nine

concrete with hand broken stone aggregates 40mm nominal size

70 05001A 5.1.6 cu.m 2889.31 2918.20 Hundred Eighteen and Paisa

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

curing complete excluding cost of formwork.

Providing and laying in foundation and plinth / under floors lime

Rupees Two Thousand Eight

concrete with graded brick aggregates 40 mm nominal size and

71 05002A 5.1.8 cu.m 2816.26 2844.42 Hundred Forty Four and Paisa

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

completeexcluding cost of formwork.

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

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

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

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

Rupees Two Thousand Seven

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

73 05004A 5.3.3 cu.m 2720.01 2747.21 Hundred Forty Seven and Paisa

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

Twenty One Only

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

74 05005A 5.3.14 sand : 6- crushed stone aggregates 20 mm nominal size) and curing cu.m 3953.57 3993.11 Hundred Ninety Three and Paisa

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

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

Rupees Two Thousand Five

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

75 05006A 5.3.4 cu.m 2554.82 2580.37 Hundred Eighty and Paisa Thirty

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

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

Rupees Three Thousand Sixty

76 05007A 5.3.2 sand : 6- Graded brick bat aggregate 40mm normal size) and curing cu.m 3030.35

and Paisa Sixty Five Only

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Two Thousand Seven

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

77 05008A 5.3.3 cu.m 2699.96 2726.96 Hundred Twenty Six and Paisa

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

Ninety Six Only

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

Rupees Two Thousand Five

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

78 05009A 5.3.8 cu.m 2518.44 2543.62 Hundred Forty Three and Paisa

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

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

79 05010AA 5.3.13 sand : 4- graded stone aggregates 20 mm nominal size) and curing cu.m 3619.93 3656.13 Hundred Fifty Six and Paisa

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

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

Rupees Three Thousand Six

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

80 05010BA 5.3.13 cu.m 3619.93 3656.13 Hundred Fifty Six and Paisa

complete excluding cost of formwork in (B)Independent piers,

columns, and pillars, upto floor two level

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

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

81 05011AA 5.4.1 curing complete excluding cost of formwork and reinforcement for cu.m 3892.57 3931.50 Hundred Thirty One and Paisa

reinforced concrete work in (A) Foundations, footings, Base or Fifty Only

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

Rupees Four Thousand Twenty

82 05011BA 5.4.1 curing complete excluding cost of formwork and reinforcement for cu.m 3983.73

Three and Paisa Fifty Seven Only

reinforced concrete work in (B) Slabs, landing, shelves, Balconis

Lintels, Beams, Girders and Cantilever upto floor two level.

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

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

Rupees Four Thousand Twenty

83 05011DA 5.4.1 curing complete excluding cost of formwork and reinforcement for cu.m 3983.73

Three and Paisa Fifty Seven Only

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) and Rupees Four Thousand Eight

84 05011EA 5.4.1 curing complete excluding cost of formwork and reinforcement for cu.m 4778.59 4826.38 Hundred Twenty Six and Paisa

reinforced concrete work in (E)Staircases excluding landing upto Thirty Eight Only

floor two level

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Four Thousand Two

85 05011KA 5.4.1 curing complete excluding cost of formwork and reinforcement for cu.m 4218.12 4260.30 Hundred Sixty and Paisa Thirty

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

floor two level.

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

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

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

86 05012A 5.4.4 floor two level including finishing the exposed surfaces with cement cu.m 6479.34 6544.13 Hundred Forty Four and Paisa

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

surface centering and formwork and curing complete excluding

cost of reinforcement.

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

Rupees Sixty One and Paisa Sixty

87 05013A 5.4.10 bending binding, and placing in position complete upto floor two kg 61.04

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

Rupees Sixty Three and Paisa

88 05014AA 5.4.11 bending, binding and placing in position complete kg 63.24

Eighty Seven Only

upto floor two level

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

Rupees Sixty Eight and Paisa

89 05014BA 5.4.11 bending, binding and placing in position complete kg 67.65

Thirty Three Only

upto floor two level

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

Rupees Seventy Seven and Paisa

90 05014C 5.4.11 including bending, binding and placing in position complete kg 76.52

Twenty Nine Only

upto floor two level

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

Rupees Ninety Four and Paisa

91 05014D 5.4.11 including bending, binding and placing in position complete kg 94.05

Ninety Nine Only

upto floor two level

Extra for additional lift of concrete for all R.C.C. work above floor Rupees Thirty Nine and Paisa

two level excluding cost of reinforcment Ninety Five Only

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

93 05016A 5.4.13A kg 1.01 1.02 Rupees One and Paisa Two Only

work above floor two level.

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

Rupees One Hundred Forty Two

94 5017 5.4.16 surface with cement mortar 1:3 (1-Cement : 3- Sqm 140.89

and Paisa Thirty Only

Providing throating or plaster drip and moulding to R.C.C. Rupees Forty Two and Paisa Two

Providing upto floor two level precast cement concrete jali or grill

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

Rupees Seven Hundred Seventy

96 05019A 5.6.2 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Sqm 767.83

Five and Paisa Fifty One Only

including roughening,cleaning, fixing and finishing in cement

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing upto floor two level precast cement concrete jali or grill

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

Rupees Seven Hundred Five and

97 05019B 5.6.2 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Sqm 698.49

Paisa Forty Seven Only

including roughening,cleaning, fixing and finishing in cement

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

Providing upto floor two level precast cement concrete jali or grill

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

Rupees Seven Hundred Twenty

98 05019C 5.6.2 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Sqm 717.09

Four and Paisa Twenty Six Only

including roughening,cleaning, fixing and finishing in cement

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

Providing upto floor two level precast cement concrete jali or grill

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

Rupees Eight Hundred Four and

99 05019D 5.6.2 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Sqm 796.58

Paisa Fifty Five Only

including roughening,cleaning, fixing and finishing in cement

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

Providing upto floor two level precast cement concrete jali or grill

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

Rupees Eight Hundred Thirty

100 05019E 5.6.2 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire Sqm 827.02

Five and Paisa Twenty Nine Only

including roughening,cleaning, fixing and finishing in cement

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

Extra for additional lift for providing and fixing in position Rupees Ten and Paisa Twenty

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

Providing and laying damp proof course 25mm thick cement

Rupees Three Hundred Four and

102 05021A 5.7.1 concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm Sqm 301.51

Paisa Fifty Three Only

nominal size) and curing complete

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

Rupees Forty Nine and Paisa

103 5022 5.7.5 Cement concrete in mix proportion recommended by the per Quintal 48.67

manufacturers. of Cement

Providing and laying controlled cement concrete M.150 for curing

Rupees Three Thousand Eight

complete excluding cost of formwork and reinforcement for

104 05023AA 5.8.1 cu.m 3825.87 3864.13 Hundred Sixty Four and Paisa

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

columns and Mass concrete

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand One

complete excluding cost of formwork and reinforcement for

105 05023BA 5.8.1 cu.m 4115.11 4156.26 Hundred Fifty Six and Paisa

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

Twenty Six Only

upto floor two level

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand One

complete excluding cost of formwork and reinforcement for

106 05023CA 5.8.1 cu.m 4090.7 4131.61 Hundred Thirty One and Paisa

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

Lintels, Beams, Girders and Cantilever upto floor two level

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand Two

complete excluding cost of formwork and reinforcement for

107 05023DA 5.8.1 cu.m 4190.99 4232.90 Hundred Thirty Two and Paisa

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

upto floor two level.

Providing and laying controlled cement concrete M.150 for curing

Rupees Five Thousand One

complete excluding cost of formwork and reinforcement for

108 05023EA 5.8.1 cu.m 5120.39 5171.59 Hundred Seventy One and Paisa

reinforced concrete work in (E) Staircases excluding landing upto

Fifty Nine Only

floor two level

Providing and laying controlled cement concrete M.150 for curing

Rupees Four Thousand Five

complete excluding cost of formwork and reinforcement for

109 05023KA 5.8.1 cu.m 4480.18 4524.98 Hundred Twenty Four and Paisa

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

Ninety Eight Only

floor two level.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for Rupees Three Thousand Nine

110 05024AA 5.8.2 reinforced concrete work in (A) Foundations, footings, Base of cu.m 3903.19 3942.22 Hundred Forty Two and Paisa

columns and Mass Twenty Two Only

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Four

complete excluding the cost of formwork and reinforcement for

111 05024BA 5.8.2 cu.m 4441.1 4485.51 Hundred Eighty Five and Paisa

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

upto floor two level

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Four

complete excluding the cost of formwork and reinforcement for

112 05024CA 5.8.2 cu.m 4416.69 4460.86 Hundred Sixty and Paisa Eighty

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

Lintels, Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

113 05024DA 5.8.2 cu.m 4516.98 4562.15 Hundred Sixty Two and Paisa

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

upto floor two level.

Providing and laying controlled cement concrete M.200 and curing

Rupees Five Thousand Four

complete excluding the cost of formwork and reinforcement for

114 05024EA 5.8.2 cu.m 5399.21 5453.20 Hundred Fifty Three and Paisa

reinforced concrete work in (E) Staircases excluding landing upto

floor two level

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying controlled cement concrete M.200 and curing

Rupees Four Thousand Seven

complete excluding the cost of formwork and reinforcement for

115 05024KA 5.8.2 cu.m 4664.32 4710.96 Hundred Ten and Paisa Ninety

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

floor two level.

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for Rupees Four Thousand Two

116 05025AA 5.8.3 reinforced concrete work in (A) Foundations, footings, Base of cu.m 4205.51 4247.57 Hundred Forty Seven and Paisa

columns and Mass Fifty Seven Only

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

117 05025BA 5.8.3 cu.m 4506.45 4551.51 Hundred Fifty One and Paisa Fifty

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

level upto floor two level

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Five

complete excluding the cost of formwork and reinforcement for

118 05025CA 5.8.3 cu.m 4482.05 4526.87 Hundred Twenty Six and Paisa

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

Eighty Seven Only

Lintels, Beams, Girders and Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and curing

Rupees Four Thousand Six

complete excluding the cost of formwork and reinforcement for

119 05025DA 5.8.3 cu.m 4582.32 4628.14 Hundred Twenty Eight and Paisa

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

upto floor two level.

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

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

120 05026A 0 finishing smooth with curing etc. complete including the cost of cu.m 8272.32 8355.04 Hundred Fifty Five and Paisa

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

(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 Rupees Seven Thousand Four

121 05026B 0 finishing smooth with curing etc. complete including the cost of cu.m 7401.59 7475.61 Hundred Seventy Five and Paisa

formwork but excluding the cost of reinforsement for R.C.C work in Sixty One Only

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

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

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

122 05026C 0 finishing smooth with curing etc. complete including the cost of cu.m 6819.95 6888.15 Hundred Eighty Eight and Paisa

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

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

123 05026D 0 finishing smooth with curing etc. complete including the cost of cu.m 6241.78 6304.20 Hundred Four and Paisa Twenty

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

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

Providing and Laying controlled cement concrete M.150 and

Rupees Eight Thousand Four

finishing smooth with curing etc. complete including the cost of

124 05027A 0 cu.m 8379.89 8463.69 Hundred Sixty Three and Paisa

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

Sixty Nine Only

(i) Slabs upto 8cm thickness

Providing and Laying controlled cement concrete M.150 and

Rupees Seven Thousand Five

finishing smooth with curing etc. complete including the cost of

125 05027B 0 cu.m 7509.16 7584.25 Hundred Eighty Four and Paisa

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

Twenty Five Only

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

Providing and Laying controlled cement concrete M.150 and

Rupees Six Thousand Seven

finishing smooth with curing etc. complete including the cost of

126 05027C 0 cu.m 6704.61 6771.66 Hundred Seventy One and Paisa

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

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

Providing and Laying controlled cement concrete M.150 and

Rupees Six Thousand Four

finishing smooth with curing etc. complete including the cost of

127 05027D 0 cu.m 6349.35 6412.84 Hundred Twelve and Paisa Eighty

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

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

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

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

Rupees Nine Thousand Five

exposed work with curing etc. complete including the cost of

128 05028A 0 cu.m 9447.57 9542.05 Hundred Forty Two and Paisa

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

in (i) Slabs upto 8cm

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

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

129 05028B 0 exposed work with curing etc. complete including the cost of cu.m 8341.79 8425.21 Hundred Twenty Five and Paisa

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

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

130 05028C 0 exposed work with curing etc. complete including the cost of cu.m 7380.23 7454.03 Hundred Fifty Four and Paisa

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

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

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

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

131 05028D 0 exposed work with curing etc. complete including the cost of cu.m 6868.9 6937.59 Hundred Thirty Seven and Paisa

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

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

Providing and laying controlled cement concrete M.150 and

Rupees Nine Thousand Six

exposed work with curing etc. complete including the cost of

132 05029A 0 cu.m 9555.14 9650.69 Hundred Fifty and Paisa Sixty

formwork but excluding the cost of reinforsement for

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

Providing and laying controlled cement concrete M.150 and

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

133 05029B 0 formwork but excluding the cost of reinforsement for R.C.Cwork cu.m 8449.36 8533.85 Hundred Thirty Three and Paisa

in (ii) Slabs having more than 8 cm and upto 10 Eighty Five Only

Providing and laying controlled cement concrete M.150 and

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

134 05029C 0 formwork but excluding the cost of reinforsement for R.C.Cwork cu.m 7427.62 7501.90 Hundred One and Paisa Ninety

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

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of

Rupees Seven Thousand Forty Six

135 05029D 0 formwork but excluding the cost of reinforsement for R.C.Cwork cu.m 6976.47

and Paisa Twenty Three Only

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 nominal size) for Rupees Ten Thousand Two

136 5030 0 R.C.C lintel including finishing smooth with,curing etc. complete cu.m 10118.21 10219.39 Hundred Nineteen and Paisa

including the cost of formwork but excluding the cost of Thirty Nine Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

137 05031A1 0 finishing smooth with,curing etc. complete including the cost of cu.m 8508.71 8593.80 Hundred Ninety Three and Paisa

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

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

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

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

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

138 05031A2 0 formwork but excluding the cost of reinforcement for R.C.C work in cu.m 7589.7 7665.60 Hundred Sixty Five and Paisa

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

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

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

finishing smooth with,curing etc. complete including the cost of Rupees Six Thousand Five

139 05031A3 0 formwork but excluding the cost of reinforcement for R.C.C work in cu.m 6512.94 6578.07 Hundred Seventy Eight and Paisa

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

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

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

Rupees Twelve Thousand Sixty

140 05031B1 0 finishing smooth with,curing etc. complete including the cost of cu.m 11950.37

Nine and Paisa Eighty Seven Only

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

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

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

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

finishing smooth with,curing etc. complete including the cost of Rupees Ten Thousand Six

141 05031B2 0 formwork but excluding the cost of reinforcement for R.C.C work in cu.m 10552.63 10658.16 Hundred Fifty Eight and Paisa

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

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

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

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

142 05031B3 0 formwork but excluding the cost of reinforcement for R.C.C work in cu.m 8606.8 8692.87 Hundred Ninety Two and Paisa

(B) COLUMNS: (iii) Having cross-sectional area more than Eighty Seven Only

0.12Sq.M and upto

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying ordinary cement concrete M.150exposed work

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

143 05032A1 0 excluding the cost of reinforcement for R.C.C. work in (A) BEAMS cu.m 10339.66 10443.06 Hundred Forty Three and Paisa

:(i) Having Six Only

cross-sectional area 0.05 to 0.08 Sq.M

Providing and laying controlled cement concrete M.150exposed

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

144 05032A2 0 excluding the cost of reinforcement for R.C.C. work in (A) BEAMS cu.m 9075.6 9166.36 Hundred Sixty Six and Paisa

:(ii) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Thirty Six Only

Providing and laying controlled cement concrete M.150exposed

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

145 05032A3 0 excluding the cost of reinforcement for R.C.C. work in (A) BEAMS cu.m 7594.55 7670.50 Hundred Seventy and Paisa Fifty

:(iii) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Only

Providing and laying controlled cement concrete M.150exposed

Rupees Thirteen Thousand Six

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

146 05032B1 0 cu.m 13546.91 13682.38 Hundred Eighty Two and Paisa

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

Thirty Eight 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 but

Rupees Twelve Thousand One

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

147 05032B2 0 cu.m 12060.3 12180.90 Hundred Eighty and Paisa Ninety

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

Providing and laying controlled cement concrete M.150exposed

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

Rupees Nine Thousand Eight

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

148 05032B3 0 cu.m 9786.24 9884.10 Hundred Eighty Four and Paisa

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

Providing and laying controlled cement concrete M.200 exposed

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

149 05033A1 0 excluding the cost of reinforcement for cu.m 10656.09 10762.65 Hundred Sixty Two and Paisa

R.C.C. work in(A) BEAMS :(i) Having cross-sectional area Sixty Five Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying controlled cement concrete M.200 exposed

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

150 05033A2 0 excluding the cost of reinforcement for cu.m 9392.03 9485.95 Hundred Eighty Five and Paisa

R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more Ninety Five Only

than 0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.200 exposed

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

151 05033A3 0 excluding the cost of reinforcement for cu.m 7910.98 7990.09 Hundred Ninety and Paisa Nine

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

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 but Rupees Fourteen Thousand

152 05033B1 0 excluding the cost of reinforcement for cu.m 14169.29 14310.98 Three Hundred Ten and Paisa

R.C.C. work in (B) COLUMNS:(i) Having cross-sectional area Ninety Eight Only

Providing and laying controlled cement concrete M.200 exposed

work with curing etc. complete including the cost of formwork but Rupees Twelve Thousand Five

153 05033B2 0 excluding the cost of reinforcement for cu.m 12452.8 12577.33 Hundred Seventy Seven and

R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional area more Paisa Thirty Three Only

than 0.08 Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200 exposed

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

154 05033B3 0 excluding the cost of reinforcement for cu.m 10102.67 10203.70 Hundred Three and Paisa

R.C.C. work in (B) COLUMNS:(iii) Having cross-sectional area more Seventy Only

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 but Rupees Ten Thousand Eight

155 05034A1 0 excluding the cost of reinforcement for cu.m 10717.09 10824.26 Hundred Twenty Four and Paisa

R.C.C. work in (A) BEAMS :(i) Having cross-sectional area Twenty Six Only

Providing and laying controlled cement concrete M.250 exposed

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

156 05034A2 0 excluding the cost of reinforcement for cu.m 9453.03 9547.56 Hundred Forty Seven and Paisa

R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area more Fifty Six Only

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 but

Rupees Eight Thousand Fifty One

157 05034A3 0 excluding the cost of reinforcement for cu.m 7971.98

and Paisa Seventy Only

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

than 0.12Sq.M and upto 0.18 Sq.M

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying controlled cement concrete M.250 exposed

work with curing etc. complete including the cost of formwork but Rupees Fourteen Thousand Five

158 05034B1 0 excluding the cost of reinforcement for cu.m 14450.04 14594.54 Hundred Ninety Four and Paisa

R.C.C. work in (B) COLUMNS:(i) Having cross-sectional area Fifty Four Only

Providing and laying controlled cement concrete M.250 exposed

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

159 05034B2 0 excluding the cost of reinforcement for cu.m 12513.8 12638.94 Hundred Thirty Eight and Paisa

R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional area more Ninety Four Only

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 but Rupees Ten Thousand Two

160 05034B3 0 excluding the cost of reinforcement for cu.m 10163.67 10265.31 Hundred Sixty Five and Paisa

R.C.C. work in (B) COLUMNS: (iii) Having cross-sectional area more Thirty One Only

than 0.12Sq.M and upto 0.18 Sq.M

Providing and applying anticarrasive treatment with polymer base

Rupees Four Thousand One

materials to the steel rainfarcement including descaling the dust

161 5035 0 MT 4127.68 4168.96 Hundred Sixty Eight and Paisa

and applying the preventive coating of approved make (for the

Ninety Six Only

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

Providing and fixing in expansion joint 100 mm thick expansion

Rupees Two Thousand Nine

joint board of best quality and approved make including cutting to

162 5047 0 Sqm 2952.53 2982.06 Hundred Eighty Two and Paisa

required size and shape at all levels etc.

complete as directed.

Providing and laying and fixing 50 mm thick expansion joint by

Rupees One Thousand Four

hydro cell semi rigid UV resistance with high performance

163 5048 0 Sqm 1476.27 1491.03 Hundred Ninety One and Paisa

laminated closed cell polythene foam joint filler in sheet foam as

directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion joint by

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

laminated closed cell polythene foam joint filler in sheet foam as Five and Paisa Fifty One Only

directed, etc. complete.

Applying and providing Expansion joint sealing System on 100 mm

vide joint including cleaning of exansion joint by mechanical means

provision of adhesive and flexible membrane with required bond Rupees Four Thousand Seven

165 5050 0 length as per menufracturer specification and 4mm thick Sqm 4724.75 4772.00 Hundred Seventy Two and Zero

alluminium strip covering with one side sloted and bolted with Paisa Only

suitable system, inclusive of all manpower, machinery and material

as per specification and as directed.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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 repairing groove Rupees Five Hundred Fifteen and

and removing mortar drop or any other foreign materials including Paisa Thirty Nine Only

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

Rupees Two Hundred Seventy

167 5052 0 12.5 mm lather by cutting or by repairing groove and removing Sqm 270.97

Three and Paisa Sixty Eight Only

mortar drop or any other foreign materials including applying

primer and filling required size (oversize of joint PU foam etc.

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

panel on existing expansion joint horizontally & vertically with all Rupees One Thousand Fifty Four

material, hardware, acessories & fittings and Paisa Thirty Four Only

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

Rupees Three Thousand Seven

cement concrete work including pumping of R.M.C. from transit

169 5054 0 cu.m 3744.67 3782.12 Hundred Eighty Two and Paisa

mixer to site of laying, excluding the cost of 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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Four Thousand Eight

cement concrete work including pumping of R.M.C. from transit

170 5055 0 cu.m 4756.97 4804.54 Hundred Four and Paisa Fifty

mixer to site of laying, excluding the cost of 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

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

Rupees Four Thousand Eight

cement concrete work including pumping of R.M.C. from transit

171 5056 0 cu.m 4847.84 4896.32 Hundred Ninety Six and Paisa

mixer to site of laying, excluding the cost of centering shuttering

Thirty Two Only

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength

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

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

maintained) (Cement level 450 kg )

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit

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

manufactured as per mix design of specified grade for reinforced

cement concrete work including pumping of R.M.C. from transit Rupees Five Thousand Ninety

mixer to site of laying, excluding the cost of centering shuttering Three and Paisa Twelve Only

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength

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

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

maintained) (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 R.M.C. from transit Rupees Five Thousand One

173 5058 0 mixer to site of laying, excluding the cost of centering shuttering cu.m 5142.4 5193.82 Hundred Ninety Three and Paisa

finishing and reinforcement including cost of admixtures in Eighty Two Only

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

Rupees One Hundred Eighteen

174 5059 0 with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Sqm 117.03

and Paisa Twenty 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 institution.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing premoulded compressible filler board in black

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

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

absorption & compression recovery of 93% minimum as per and Paisa Fourteen Only

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 less than 1% water Rupees Eight Hundred Three and

absorption & compression recovery of 93% minimum as per Paisa Twenty Two Only

specification for 20 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

Rupees One Thousand Three

minimum density 95kg/cum. non- staining with less than 1% water

177 5062 0 Sqm 1317.74 1330.92 Hundred Thirty and Paisa Ninety

absorption & compression recovery of 93% 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 resistance to ultra-

Rupees One Hundred Seventy

178 5063 0 violet rays and shall exhibit shore A hardness of 25 and have Rmt 176.93

Eight and Paisa Seventy Only

movement accommodation factor 25% including using of

compatible primer of approved standard etc. complete. for 12 mm

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation conforming

to BS:4254 and ASTM C 920 having weathering resistance to ultra-

Rupees Two Hundred Fifty Eight

179 5064 0 violet rays and shall exhibit shore A hardness of 25 and have Rmt 255.52

and Paisa Eight Only

movement accommodation factor 25% including using of

compatible primer of approved standard etc. complete. For 20 mm

Providing and laying controlled cement concrete M250 work with Rupees Six Thousand Three

180 Rate Analysis 0 curing etc. complete including the cost of from workbut excluding Cum 6272.63 6335.36 Hundred Thirty Five and Paisa

cost of Reinforcement for RCC work in column Thirty Six Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying controlled cement concrete M250 work with Rupees Six Thousand Two

181 Rate Analysis 0 curing etc. complete including the cost of from work but excluding Cum 6191.54 6253.46 Hundred Fifty Three and Paisa

cost of Reinforcement for RCC work in Beam. .GB/PB Forty Six Only

Providing and laying controlled cement concrete M200 work with Rupees Seven Thousand Four

182 Rate Analysis 0 curing etc. complete including the cost of from workbut excluding Cum 7394.2 7468.14 Hundred Sixty Eight and Paisa

cost of Reinforcement for RCC work in Column (G.F.) Fourteen Only

Providing and laying controlled cement concrete M200 work with Rupees Seven Thousand Three

183 Rate Analysis 0 curing etc. complete including the cost of from workbut excluding Cum 7284.1 7356.94 Hundred Fifty Six and Paisa

cost of Reinforcement for RCC work in LINTEL & BEAM (G.F.) Ninety Four Only

Providing and laying controlled cement concrete M200 work with Rupees Six Thousand Seven

184 Rate Analysis 0 curing etc. complete including the cost of from workbut excluding Cum 6661.18 6727.79 Hundred Twenty Seven and Paisa

cost of Reinforcement for RCC work in SLAB (G.F.) Seventy Nine Only

Providing and laying controlled cement concrete M200 work with

Rupees Six Thousand Forty Eight

185 Rate Analysis 0 curing etc. complete including the cost of from workbut excluding Cum 5988.80

and Paisa Sixty Nine Only

cost of Reinforcement for RCC work in CHAJJA, (G.F.)

Providing and laying trimix vaccum dewatering process controlled

cement concrete M-200 and curing complete excluding the cost of

Rupees Six Thousand Four

form work including using vaccum dewatering machine mechanical

186 Rate Analysis 0 Cum 6,336.95 6400.32 Hundred and Paisa Thirty Two

vibrator, mechanical floater & mechanical trowel for finishing by

mixer machine as directed including cutting groove & filling joint as

specialized etc. comp.

Brick work using common burnt clay building bricks having

Rupees Four Thousand Four

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

187 06001AA 6.12 cu.m 4453.65 4498.19 Hundred Ninety Eight and Paisa

plinth in Cement Mortar 1:5. (1- Cement : 5 -fine

sand)(A) Modular

Brick work using common burnt clay building bricks having

Rupees Four Thousand One

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

188 06001BA 6.12 cu.m 4111.95 4153.07 Hundred Fifty Three and Paisa

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

Brick work using common burnt clay building bricks having

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

plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash Paisa Fifty Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Brick work using common burnt clay building bricks having

Rupees Four Thousand Three

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

190 06002AA 6.13 cu.m 4347.74 4391.22 Hundred Ninety One and Paisa

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine

Twenty Two Only

sand)(A) Modular

Brick work using common burnt clay building bricks having

Rupees Four Thousand One

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

191 06002BA 6.13 cu.m 4080.74 4121.55 Hundred Twenty One and Paisa

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Fifty Five Only

Brick work using common burnt clay building bricks having

Rupees Four Thousand Eight

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

192 06002CA 6.13 cu.m 4843.74 4892.18 Hundred Ninety Two and Paisa

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

Brick work using common burnt clay building bricks having

Rupees Four Thousand Two

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

193 06003AA 0 cu.m 4237.89 4280.27 Hundred Eighty and Paisa

plinth in Cement Mortar 1:8 (1- Cement : 8 -fine

Twenty Seven Only

sand)(A) Modular

Brick work using common burnt clay building bricks having

Rupees Three Thousand Nine

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

194 06003BA 0 cu.m 3955.2 3994.75 Hundred Ninety Four and Paisa

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

Seventy Five Only

Brick work using common burnt clay building bricks having

Rupees Four Thousand Seven

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

195 06003CA 0 cu.m 4747.34 4794.81 Hundred Ninety Four and Paisa

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

Eighty One Only

Brick work using common burnt clay building bricks having

Rupees Four Thousand Two

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

196 06004AA 0 cu.m 4247.57 4290.05 Hundred Ninety and Paisa Five

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -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 Five and

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine Paisa Ninety Two Only

sand)(B) Conventional

Brick work using common burnt clay building bricks having

Rupees Four Thousand Seven

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

198 06004CA 0 cu.m 4718.59 4765.78 Hundred Sixty Five and Paisa

plinth in Lime Mortar 1:1.5 (1- Lime putty :1.5 -fine

Seventy Eight Only

sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks having

Rupees Four Thousand Two

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

199 06005AA 0 cu.m 4228.09 4270.37 Hundred Seventy and Paisa

plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine

Thirty Seven Only

sand)(A) Modular

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Brick work using common burnt clay building bricks having

Rupees Three Thousand Nine

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

200 06005BA 0 cu.m 3944.01 3983.45 Hundred Eighty Three and Paisa

plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine

Forty Five Only

sand)(B) Conventional

Brick work using common burnt clay building bricks having

Rupees Four Thousand Seven

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

201 06005CA 0 cu.m 4676.31 4723.07 Hundred Twenty Three and Paisa

plinth in Lime Mortar 1: 2 (1- Lime putty : 2 -fine

sand)(C) Fly Ash Bricks

Extra for brick work in superstructure above plinth level Rupees Two Hundred Sixty Three

upto floor two level (A) Modular and Paisa Five Only

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

upto floor two level (B) Conventional Five and Paisa One Only

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

upto floor two level(C) Fly Ash Bricks Five and Paisa One Only

Extra for brick work in superstructure above floor two level Rupees Forty Four and Paisa

Item No. 1(6.12) (A) Modular Seventeen Only

Extra for brick work in superstructure above floor two level Rupees Forty One and Paisa Fifty

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

Extra for brick work in superstructure above floor two level Rupees Fifty and Paisa Ninety

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

Extra for brick work in superstructure above floor two level Rupees Forty Three and Paisa

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

Extra for brick work in superstructure above floor two level Rupees Forty One and Paisa

Item No. 2(6.13) (B) Conventional Nineteen Only

Extra for brick work in superstructure above floor two level Rupees Fifty and Paisa Sixty

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

Extra for brick work in superstructure above floor two level Rupees Forty Two and Paisa

Item No. 3 (A) Modular Seventy Seven Only

Extra for brick work in superstructure above floor two level Rupees Thirty Nine and Paisa

Item No. 3 (B) Conventional Ninety Two Only

Extra for brick work in superstructure above floor two level Rupees Forty Nine and Paisa

Item No. 3 (C) Fly Ash Bricks Forty Two Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for brick work in superstructure above floor two level Rupees Forty Two and Paisa

Item No. 4 (A) Modular Eighty Eight Only

Extra for brick work in superstructure above floor two level Rupees Forty and Paisa Four

Item No. 4 (B) Coventional Only

Extra for brick work in superstructure above floor two level Rupees Forty Nine and Paisa Fifty

Item No. 4 (C) Fly Ash Bricks Three Only

Extra for brick work in superstructure above floor two level Rupees Forty Two and Paisa Sixty

Item No. 5 (A) Modular Eight 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 Five and

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth Paisa Twenty Nine 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 Fourteen

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

(B) Conventional

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

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

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

(C)Fly Ash Bricks

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

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

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

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

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

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

(B) Conventional

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

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

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

(C)Fly Ash Bricks

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

having crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar Rupees Five Hundred Eighty and

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (A) Paisa Thirty Four Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (B) and Paisa Eighty Nine Only

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

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

1:1.5 ( 1- Lime : 1.5 -coarse sand ) in foundation and plinth (C)Fly Paisa Eighty One Only

Extra for brick work in superstructure above floor two level Rupees Forty One and Paisa Fifty

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 mortar 1:3

( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round Rupees Six Hundred Sixty Eight

bars after every three course embedded in Cement Mortar in and Paisa Nine Only

foundation and plinth (A)

Half brick masonry in common brunt clay building bricks having

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

( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round Rupees Six Hundred Seventy

bars after every three course embedded in Cement Mortar in Nine and Paisa Seventy Nine Only

foundation and plinth (B)

Half brick masonry in common brunt clay building bricks having

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

( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round Rupees Seven Hundred Sixty One

bars after every three course embedded in Cement Mortar in and Paisa Eighty Four Only

foundation and plinth

(C)Fly Ash Bricks

Extra for brick work in superstructure above floor two level Rupees Forty Seven and Paisa

Item No. 5 (C) Fly Ash Bricks Fifteen Only

Extra for half brick masonry in superstructure above plinth Rupees Forty Eight and Paisa

level upto floor two level. (A) Modular Fifty One Only

Extra for half brick masonry in superstructure above plinth Rupees Fifty Three and Paisa

level upto floor two level. (B) Conventional Thirteen Only

Extra for half brick masonry in superstructure above plinth Rupees Fifty Three and Paisa

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

Extra for half brick masonry in superstructure above floor

235 06011AA 6.33 Sqm 6 6.06 Rupees Six and Paisa Six Only

two level. (A) Modular

Extra for half brick masonry in superstructure above floor

236 06011BA 6.33 Sqm 6.09 6.15 Rupees Six and Paisa Fifteen Only

two level.(B) Conventional

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for half brick masonry in superstructure above floor Rupees Seven and Paisa Twenty

two level. (C) Fly Ash Bricks Eight Only

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

building bricks having crushing strength not less than 35 Kg/Sq.Cm. Rupees Three Hundred Fifteen

(i) In Cement Mortar 1:4 ( 1- Cement : 4 and Paisa Twenty Six Only

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

building bricks having crushing strength not less than 35 Kg/Sq.Cm. Rupees Three Hundred Eight and

(ii) In Cement Mortar 1:5 ( 1- Cement : 5 Paisa Ninety Only

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

building bricks having crushing strength not less than 35 Kg/Sq.Cm. Rupees Three Hundred Fifty

(iii) Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement : 5 - coarse Eight and Paisa Seventy One Only

Masonary work using Aerated light weight concrete block having

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

241 6014 0 above plinth level upto floor two level in cement mortar 1:5 ( 1 cu.m 4552.32 4597.84 Hundred Ninety Seven and Paisa

cement : 5 fine sand ) complete as per Eighty Four Only

Technical Specification

Providing and laying Precast Lightweight concrete hollow core wall

with hollow core concrete unit of approved make & size of 92 mm

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

Rupees Seven Hundred Fifty Four

242 6015 0 mm / 3300 mm in legth made from of controlled cement concrete Sqm 747

and Paisa Forty Seven Only

M20 having cube compressive strength not less than 20 MPa

jointing with high strength & tensile adhesion non-shrink

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

Providing and laying Precast Lightweight concrete hollow core wall

with hollow core concrete unit of approved make & size of 120 mm

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

Rupees Eight Hundred Fifty and

243 6016 0 mm / 3300 mm in legth made from of controlled cement concrete Sqm 842

Paisa Forty Two Only

M20 having cube compressive strength not less than 20 MPa

jointing with high strength & tensile adhesion non-shrink

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying Precast Regular concrete hollow core wall

with hollow core concrete unit of approved make & size of 92 mm

thick, 600 mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 Rupees Seven Hundred Eighty

244 6017 0 mm / 3300 mm in legth made from of controlled cement concrete Sqm 777 784.77 Four and Paisa Seventy Seven

M35 having cube compressive strength not less than 35 MPa Only

jointing with high strength & tensile adhesion non-shrink

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

Providing and laying Precast Regular concrete hollow core wall

with hollow core concrete unit of approved make & size of 120 mm

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

245 6018 0 mm / 3300 mm in legth made from of controlled cement concrete Sqm 875 883.75 Three and Paisa Seventy Five

M35 having cube compressive strength not less than 35 MPa Only

jointing with high strength & tensile adhesion non-shrink

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

(i) Uncoursed Rubble Masonry with hard stone of approved quality

Rupees Two Thousand Five

in foundations and plinth in Cement Mortar 1:6 (1- cement : 6-

246 07001AA 7.6 cu.m 2537.14 2562.51 Hundred Sixty Two and Paisa

coarse sand including levelling up etc.

(ii) Uncoursed Rubble Masonry with hard stone of approved quality

Rupees Two Thousand Six

in foundations and plinth in Cement Mortar 1:5 (1-cement : 5-

247 07001BA 7.6 cu.m 2580.06 2605.86 Hundred Five and Paisa Eighty

coarse sand including levelling

up etc. complete

(iii) Uncoursed Rubble Masonry with hard stone of approved

Rupees Two Thousand Four

quality in foundations and plinth in Lime Mortar 1:1.5 (1-Lime :

248 07001CA 7.6 cu.m 2379.73 2403.53 Hundred Three and Paisa Fifty

1.5-coarse sand including levelling up etc.

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

upto floor two level and Paisa Fifty Five Only

Extra for additional lift in superstructure above floor two Rupees Twenty Five and Paisa

level. Sixty Two Only

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

251 07004A 7.17 A foundations and plinth in Cement Mortar 1:6 (1- Cement : 6-coarse cu.m 3384.01 3417.85 Hundred Seventeen and Paisa

sand) etc. complete. Eighty Five Only

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

252 07005AA 7.17 B foundations and plinth in Cement Mortar 1:5 (1-Cement : 5- coarse cu.m 3423.03 3457.26 Hundred Fifty Seven and Paisa

sand) etc. complete. Twenty Six Only

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

253 07005BA 7.17 C foundations and plinth in Cement Mortar 1:4 (1-Cement : 4- cu.m 3537.34 3572.71 Hundred Seventy Two and Paisa

coarse sand) etc. complete. Seventy One Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

254 07005CA 7.17 D foundations and plinth in Cement Mortar 1:3 (1-Cement : 3- coarse cu.m 3749.61 3787.11 Hundred Eighty Seven and Paisa

sand) etc. complete. Eleven Only

Extra over item No. 7.17 for superstructure above plinth Rupees Three Hundred Forty One

level upto floor two level and Paisa Sixty Three Only

Extra for additional lift in superstructure above floor two Rupees Thirty Seven and Paisa

level. Thirty Seven Only

White Stone Bela mesonry block in course in superstructure with

Rupees Four Thousand Nine

stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5-

257 07008A 0 cu.m 4891.95 4940.87 Hundred Forty and Paisa Eighty

finesand) including

packing the joints etc. complete.

White Stone Bela mesonry work in partition walls upto 15 cm

Rupees Six Hundred Eighteen and

258 07009A 0 thickness in cement Mortar 1:4 ( 1- Cement : 4- course Sqm 612.37

Paisa Forty Nine Only

White Stone Bela mesonry block in course in superstructure with

Rupees Five Thousand Nine

stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course

259 07010A 0 cu.m 5919.43 5978.62 Hundred Seventy Eight and Paisa

sand) including packing

the joints etc. complete.

White Stone Bela mesonry block in course in superstructure with

Rupees Five Thousand Nine

stone of approved quality in Lime Mortar 1:6 (1-Cement : 6- course

260 07011A 0 cu.m 5892.11 5951.03 Hundred Fifty One and Paisa

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 made

Rupees Three Thousand Seven

of cement concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6- graded

261 07012A 7.75 cu.m 3689.53 3726.43 Hundred Twenty Six and Paisa

stone aggregates of 20 mm and down grade) in foundation and

Forty Three Only

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

superstructue above plinth upto floor two level. Five and Paisa One Only

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

solid block of approved size (including quion blocks Jamb blocks Rupees Six Hundred Seventy and

closer etc.) made of C.C.1:3:6 (1- Cement : 3- coarse sand : 6 graded Paisa Fifty Only

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and laying hollow block masonry 90 mm thick using

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

Mortar 1:4 laying in perfect line level and plinth preparing grading Rupees Three Hundred Seventy

the joints incl. the cost of scaffolding and curing etc. (A) Block Six and Paisa Sixteen Only

masonry in 1:1:8

cement lime mortar

Providing and laying hollow block masonry 140 mm thick using

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

Mortar 1:4 laying in parfect line level and plint propering groding Rupees Four Hundred Fifty Five

the jaints ind. the cast of seaffolding and quiring etc . (A) Block and Paisa Thirty Six Only

masonry in 1:1:8

cement lime mortar

Providing and laying hollow block masonry 190 mm thick using

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

Mortar 1:4 laying in perfect line level and plint propering groding Rupees Five Hundred Nineteen

the jaints ind. the cast of seaffolding and quiring etc (A) Block and Paisa Sixty Only

masonry in 1:1:8

cement lime mortar

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 Rupees One Hundred Seventy

ceiling not exceeding 4 M. and removal of the same for in situ Nine and Paisa Thirty Six Only

reinforced concrete and plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass concrete.

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

Rupees Two Hundred Sixty and

268 09001B1A 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 258.3

Paisa Eighty Eight Only

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

Rupees Two Hundred Eighty and

269 09001B2A 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 277.67

Paisa Forty Five Only

reinforced concrete and plain concrete work in. (B) Flat surfaces

such as soffits of suspended floor roof slabs Landings and the like.

(2) Floors etc. above 200mm in thickness.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Two Hundred Thirty

270 09001CA 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 235.7

Eight and Paisa Six Only

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

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

attached buttresses & string course & the like.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to Rupees Three Hundred Eleven

ceiling not exceeding 4 M. and removal of the same for in situ and Paisa Forty Three Only

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

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to Rupees Four Hundred One and

ceiling not exceeding 4 M. and removal of the same for in situ Paisa Eleven Only

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

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

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

Rupees Two Hundred Two and

273 09001H1A 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 200.18

Paisa Eighteen Only

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

soffits of Beams Beam Haunchings cantilevers Girders Bressumers

and Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

Rupees Two Hundred Sixty Seven

274 09001H2A 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 264.76

and Paisa Forty One Only

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.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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 Rupees Seventy One and Paisa

ceiling not exceeding 4 M. and removal of the same for in situ Fifty Nine Only

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

and Breaks in floors and walls.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

Rupees Six Hundred Eighty Four

276 09001KA 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 678.04

and Paisa Eighty Two Only

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

surfaceassuch as cantiever brackets and ends of steps caps and

basses to pilasters and Columns and the like.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to Rupees One Hundred Seventy

ceiling not exceeding 4 M. and removal of the same for in situ Three and Paisa Eighteen Only

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

weather shades Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

Rupees Two Hundred Fifty Four

278 09001MA 9.1 ceiling not exceeding 4 M. and removal of the same for in situ Sqm 251.84

and Paisa Thirty Six Only

reinforced concrete and plain concrete work in. (M) Staircase with

sloping or stepped soffits including risers and stringers excluding

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 Rupees Three Hundred Ninety Six

ceiling not exceeding 4 M. and removal of the same for in situ and Paisa Twenty Two Only

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 and Paisa

280 09002AA 9.2 supporting floor to ceiling including temporary brick or stone Sqm 396.14

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between

Rupees Seven Hundred Six and

281 09002BA 9.2 supporting floor to ceiling including temporary brick or stone Sqm 699.06

Paisa Five Only

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

Extra for additional height of propping and centering where the

height of propping and centering exceeds 4 .O M between Rupees Five Hundred Eighty

282 09002CA 9.2 supporting floor to ceiling including temporary brick or stone Sqm 577.95 583.73 Three and Paisa Seventy Three

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

Extra for Providing formwork with sheathing steel sheets so as to

Rupees Ninety Seven and Paisa

283 09003AA 9.7 give a fair finish in (A) Foundations, Footings, Bases of Sqm 96.37

Thirty Three Only

Columns etc. and Mass concrete

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (B)Flat surfaces such as soffits of slabs Landings Rupees Ninety Seven and Paisa

and the like. (1) Floors etc. upto 200mm in Thirty Three Only

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (B) Flat surfaces such as soffits of slabs Landings Rupees Ninety Seven and Paisa

and the like. 2) Floors etc.above 200mm in Thirty Three Only

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (C)Vertical surface such as walls (anythickness) Rupees Ninety Seven and Paisa

partitions & lime including attached pilasters buttresses plinth & Thirty Three Only

string course & like.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees Ninety Seven and Paisa

287 09003G1A 9.7 give a fair finish in (G) Columns, Pillars, Posts and struts. (1) Square, Sqm 96.37

Thirty Three Only

Rectangular or polygonal in plan.

Extra for Providing formwork with sheathing steel sheets so

Rupees Ninety Seven and Paisa

288 09003G2A 9.7 as to give a fair finish in (G) Columns, Pillars, Posts and struts. (2) Sqm 96.37

Thirty Three Only

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 Ninety Seven and Paisa

Haunchingscantilevers Girders, Bressumers and Lintels not Thirty Three 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 Ninety Seven and Paisa

Haunchings cantilevers Girders, Bressumers and Lintels exceeding Thirty Three Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees Ninety Seven and Paisa

291 09003IA 9.7 give a fair finish in (I) Edges of slabs and Breaks in Sqm 96.37

Thirty Three Only

floors and walls.

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (K) Small surfaceas such as centilever Rupees Ninety Seven and Paisa

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

Columns including edges.

Extra for Providing formwork with sheathing steel sheets so as to

Rupees Ninety Seven and Paisa

293 09003LA 9.7 give a fair finish in (L) Chullah Hoods weather Shades Sqm 96.37

Thirty Three Only

Chhajjas Corbels etc. and the like.

Extra for Providing formwork with sheathing steel sheets so as to

give a fair finish in (M)Staircase with sloping or stepped soffits Rupees Ninety Seven and Paisa

including sisers and stringers excluding Thirty Three Only

Extra for Providing formwork with sheathing steel sheets so as to

Rupees Ninety Seven and Paisa

295 09003QA 9.7 give a fair finish in (Q)Vertical fins and vertical sun Sqm 96.37

Thirty Three Only

WOOD WORK & JOINERY

Providing wood work in frames of Doors, windows cleare story

Rupees Six Hundred Ten and

296 10001A 10.1 windows and othersimilar works wrought, framede and fixed in 10 Cu.Dm. 604.19

Paisa Twenty Three Only

position. (A) Indian Teak Wood

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

297 10002A 10.4 wall plates and the like wrought framed, hoisted Cu.Dm. 1370.4 1384.10 Hundred Eighty Four and Paisa

and fixed in position Ten Only

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

and put up in position. (A) Indian Teak Wood and Paisa Thirty Three Only

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

clear story windows including anodised alluminium butt hinges Rupees Four Thousand Thirty

with necessary screws.(A) Indian Nine and Paisa Ninety One Only

Teak Wood (1) Fully Panelled

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

Rupees Three Thousand Three

clear story windows including anodised alluminium butt hinges

300 10004BA 10.12 Sqm 3292.26 3325.18 Hundred Twenty Five and Paisa

with necessary screws. (A) Indian

Teak Wood (ii) Fully Glazed.

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

Rupees Three Thousand Six

clear story windows including anodised alluminium butt hinges

301 10004CA 10.12 Sqm 3646.08 3682.54 Hundred Eighty Two and Paisa

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

Fifty Four Only

and partly glazed.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Three Thousand Seven

clearstory windows including blackenamelled

302 10005AA 10.13 Sqm 3710.98 3748.09 Hundred Forty Eight and Paisa

M.S. butt hinges with necessary screws. (A) Indian teak

wood. (i) Fully Panelled.

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

clearstory windows including blackenamelled Rupees Three Thousand Thirty

M.S. butt hinges with necessary screws. (A) Indian teak Three and Paisa Thirty Six Only

wood. (ii) Fully Glazed.

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

Rupees Three Thousand Three

clearstory windows including blackenamelled

304 10005CA 10.13 Sqm 3357.16 3390.73 Hundred Ninety and Paisa

M.S. butt hinges with necessary screws. (A) Indian teak wood. (iii)

Seventy Three Only

Partly panelled and partly glazed.

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

305 10006AA 10.15 including anodised alluminium butt hinges with necessary screws. Sqm 3109.95 3141.05 Hundred Forty One and Paisa

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

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

306 10006BA 10.15 including anodised alluminium butt hinges with necessary screws. Sqm 2659.61 2686.21 Hundred Eighty Six and Paisa

(A) Indian teak wood. (ii) Fully Glazed. Twenty One Only

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Two Thousand Nine

including anodised alluminium butt hinges with necessary screws.

307 10006CA 10.15 Sqm 2884.78 2913.63 Hundred Thirteen and Paisa Sixty

(A) Indian teak wood. (iii) Partly panelled

and partly glazed.

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

308 10007AA 10.16 including black enamelled M.S. butt hinges with necessary screws. Sqm 3081.92 3112.74 Hundred Twelve and Paisa

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

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

309 10007BA 10.16 including black enamelled M.S. butt hinges with necessary screws. Sqm 2631.56 2657.88 Hundred Fifty Seven and Paisa

(A) Indian teak wood. (ii) Fully Glazed. Eighty Eight Only

Providing and fixing 25 mm thick shutters for cupboards etc.

Rupees Two Thousand Eight

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

310 10007CA 10.16 Sqm 2856.74 2885.31 Hundred Eighty Five and Paisa

(A) Indian teak wood. (iii) Partly panelled

Thirty One Only

and partly glazed.

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

instead of 35 mm thick shutters. Paisa Three Only

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

Rupees Three Thousand Five

glazed shutters, for Doors windows and clearstory windows

312 10009AA 10.23 Sqm 3545.57 3581.03 Hundred Eighty One and Paisa

including anodised alluminium But hinges with necessary screws

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Three Thousand Five

glazed shutters, for Doors windows and clearstory windows

313 10009BA 10.23 Sqm 3551.12 3586.63 Hundred Eighty Six and Paisa

including anodised alluminium But hinges with necessary screws

Sixty Three Only

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

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

Rupees Three Thousand Five

glazed shutters, for Doors windows and clearstory windows

314 10009CA 10.23 Sqm 3519.49 3554.68 Hundred Fifty Four and Paisa

including anodised alluminium But hinges with necessary screws

Sixty Eight Only

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

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

Rupees Three Thousand Five

glazed shutters, for Doors windows and clearstory windows

315 10009DA 10.23 Sqm 3491.69 3526.61 Hundred Twenty Six and Paisa

including anodised alluminium But hinges with necessary screws

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

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

Rupees Three Thousand Two

glazed shutters, for Doors windows and clearstory windows

316 10010AA 10.24 Sqm 3258.35 3290.93 Hundred Ninety and Paisa

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

Ninety Three Only

(A) Plywood sheet panels.

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

Rupees Three Thousand Two

glazed shutters, for Doors windows and clearstory windows

317 10010BA 10.24 Sqm 3263.61 3296.25 Hundred Ninety Six and Paisa

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

Twenty Five Only

(B) Particle board panels

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

Rupees Three Thousand Two

glazed shutters, for Doors windows and clearstory windows

318 10010CA 10.24 Sqm 3231.98 3264.30 Hundred Sixty Four and Paisa

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

(C) Hard board panels.

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

Rupees Three Thousand Two

glazed shutters, for Doors windows and clearstory windows

319 10010DA 10.24 Sqm 3204.48 3236.52 Hundred Thirty Six and Paisa

including black enamelled M.S. But hinges with 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 anodised alluminium butt hinges Rupees One Thousand Eight

320 10011 10.3 with necessary screws. (B) Non-decorative type and block board Sqm 1811.62 1829.74 Hundred Twenty Nine and Paisa

core anodised alluminium butt hinges in flush door shutters (2) 35 Seventy Four Only

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

Nickel plated piano hinges. and Paisa Thirty Two Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Extra for providing vision panel not exceeding 0.1 Sq.M. in all types Rupees Twenty Four and Paisa

of flush doors. (A) Rectangular or Square. Thirty One Only

Providing and fixing 30 mm wire gauge shutters using galvanised

M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm Rupees Two Thousand Seven

323 10014A 10.5 dia,for Doors, windows and clearstory windows including anodised Sqm 2746.26 2773.72 Hundred Seventy Three and

alluminium butt hinges with necessary screws. (A) Indian teak Paisa Seventy Two Only

Providing and fixing 30 mm wire gauge shutters using galvanised

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

Rupees One Thousand Two

dia,for Doors, windows and clearstory windows including bright

324 10015A 10.5 Sqm 1246.26 1258.72 Hundred Fifty Eight and Paisa

finished or/ and black enamellede

Seventy Two Only

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

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

I.S. gauge designation 140 G,to 000 Rs. windows and cleastory Rupees Twenty Nine and Paisa

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

85 G.with wire of dia.0.56 mm.

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

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

diametre alluminium curtain Road and brackets including fixing and Paisa Ninety Two Only

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

Providing and fixing 40mm panelled, Glazed or panelled and glazed

Rupees Three Thousand Five

partitions fixed to frames with iron scews etc. complete with indian

327 10018A 10.8 Sqm 3485.12 3519.97 Hundred Nineteen and Paisa

teak wood (Frames tobe paid

Ninety Seven Only

Providing and fixing Decorative plywood 4mm thick in partitions

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

12mm teak wood beading (Frames and Paisa Thirty Six Only

tobe paid separately)

Providing and fixing in partitions 4mm thick medium hard board of

approved quality including fixing to fames with screws etc, Rupees Five Hundred Thirty Six

complete with 50mm x 12mm teak wood beading (Frames tobe and Paisa Forty Four Only

paid separately)

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

Rupees One Thousand Three

L iron brackets fixed at suitable distances but not exceeding 75 cm.

330 10022A 11 Sqm 1325.72 1338.98 Hundred Thirty Eight and Paisa

apart with Mango wood or equivalent

Ninety Eight Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees One Thousand Seven

L iron brackets fixed at suitable distances not exceeding 75 cm.

331 10023A 11 Sqm 1710.12 1727.22 Hundred Twenty Seven and Paisa

apart with Mango wood or equivalent

Twenty Two Only

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

Rupees Seventy and Paisa Fifty

332 10024A 11 required spacing in wooden frames of windows kg 69.8

and clerestory windows.

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 Five and

frame alround, square or round bars with round headed bolts and Paisa Eighteen Only

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 Fifty Eight

334 10025BA 10.1 frame alround, square or round bars with round headed bolts and kg 156.92

and Paisa Forty Nine Only

nuts or by screws. (B)

ORNAMENTAL GRILL

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

Rupees Seven Hundred Seventy

mesh or weight not less than 7.75 kg. per Sq.M. to window frames

335 10026A 10.1 Sqm 770.07 777.77 Seven and Paisa Seventy Seven

etc. including 60 x 20mm beading of teak

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 Eighty Five

and celevating windows including 60 x 20mm beading of teak and Paisa Ninety One Only

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

moulded hand rails in straight lengths complete. and Paisa Seven Only

(i) Providing and fixing glazed louvered glass windows and

Rupees Four Thousand Two

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

338 10029AA 0 Sqm 4160.51 4202.12 Hundred Two and Paisa Twelve

coats of oil painting to wood work

(ii) Providing and fixing glazed louvered glass windows and

Rupees Four Thousand Four

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

339 10029BA 0 Sqm 4390.45 4434.35 Hundred Thirty Four and Paisa

coats of oil painting to wood work etc.complete. with wooden

Thirty Five Only

louvers plank 12mm thick

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

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

340 10030A 0 cm. size including anodized alluminium fixtures and fastenings Sqm 4595.06 4641.01 Hundred Forty One and Paisa

including primer coat of approved quality and two coats of oil One Only

painting etc, complete. (i) Fully Glazed.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

341 10030B 0 cm. size including anodized alluminium fixtures and fastenings Sqm 5285.45 5338.30 Hundred Thirty Eight and Paisa

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

painting etc, complete. (ii) Fully Panelled.

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

clerestory windows including Indian teak wood frames 10 cm x 7 Rupees Four Thousand Nine

342 10030C 0 cm. size including anodized alluminium fixtures and fastenings Sqm 4940.25 4989.65 Hundred Eighty Nine and Paisa

including primer coat of approved quality and two coats of oil Sixty Five Only

painting etc, complete. (iii) Partly panelled and partly glazed.

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

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

343 10031A 0 cm. size including black enamelled iron oxidixed fixtures and Sqm 4595.06 4641.01 Hundred Forty One and Paisa

fastenings including primer coat of approved quality and two coats One Only

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

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

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

344 10031B 0 cm. size including black enamelled iron oxidixed fixtures and Sqm 5285.45 5338.30 Hundred Thirty Eight and Paisa

fastenings including primer coat of approved quality and two coats Thirty Only

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

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

clerestory windows including Indian teak wood frames 10 cm x

Rupees Four Thousand Nine

cm. size including black enamelled iron oxidixed fixtures and

345 10031C 0 Sqm 4940.25 4989.65 Hundred Eighty Nine and Paisa

fastenings including primer coat of approved quality and two coats

Sixty Five Only

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

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

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

346 10032A 0 cm. size including anodized alluminium fixtures and fastenings Sqm 4788.5 4836.39 Hundred Thirty Six and Paisa

including primer coat of approved quality and two coats of oil Thirty Nine Only

painting etc, complete. (i) Fully Glazed.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

347 10032B 0 cm. size including anodized alluminium fixtures and fastenings Sqm 5478.89 5533.68 Hundred Thirty Three and Paisa

including primer coat of approved quality and two coats of oil Sixty Eight Only

painting etc, complete. (ii) Fully Panelled.

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

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

348 10032C 0 cm. size including anodized alluminium fixtures and fastenings Sqm 5133.69 5185.03 Hundred Eighty Five and Paisa

including primer coat of approved quality and two coats of oil Three Only

painting etc, complete. (iii) Partly panelled and partly glazed.

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

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

349 10033A 0 cm. size including black enamelled iron oxidized fixtures and Sqm 4506.62 4551.69 Hundred Fifty One and Paisa

fastenings including primer coat of approved quality and two coats Sixty Nine Only

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

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

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

350 10033B 0 cm. size including black enamelled iron oxidized fixtures and Sqm 5478.89 5533.68 Hundred Thirty Three and Paisa

fastenings including primer coat of approved quality and two coats Sixty Eight Only

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

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

clerestory windows including Indian teak wood frames 12 cm x

Rupees Five Thousand One

cm. size including black enamelled iron oxidized fixtures and

351 10033C 0 Sqm 5133.69 5185.03 Hundred Eighty Five and Paisa

fastenings including primer coat of approved quality and two coats

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

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

instead of 35 mm thick shutters including oil paining etc. complete. Two and Paisa Thirteen Only

Deduct for providing and fixing 25mm thick shutters instead of

Rupees Four Hundred Forty Four

353 10035 0 mm thick shutters including oil paining etc. Sqm 439.82

and Paisa Twenty Two Only

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Two Thousand Nineteen

354 10036 0 polyurethene foam done in situ alongwith embedded wooden Sqm 1999.98

and Paisa Ninety Eight 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 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 Rupees Two Thousand Three

355 10037 0 situ alongwith embedded wooden pieces for stiffening & also taking Sqm 2354.22 2377.76 Hundred Seventy Seven and

hinges & fintures. The whole FRP frame & shutter is to be water Paisa Seventy Six Only

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

Rates are to be inclusive of S.S hinges with necessary screws &

alluminium fixtures & fastenings & fastener sleeve.

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

FRP shutter having extra reinforcement on sides & edges in polish

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

polyurethene foam done in situ alongwith embedded wooden Rupees Two Thousand Six

356 10038 0 pieces for stiffening & also taking hinges & fintures. The whole FRP Sqm 2589.15 2615.04 Hundred Fifteen and Paisa Four

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

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

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

fastenings & fastener sleeve.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

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

Rupees One Thousand Five

retardent grade polyurethane foam done in situ alongwith

357 10039 0 Sqm 1544.88 1560.33 Hundred Sixty and Paisa Thirty

embedded wooden 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 FRP of 35mm thick Fiber Glass shutter with

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

Rupees One Thousand Two

retardent grade polyurethane foam done in situ alongwith

358 10040 0 Sqm 1257.06 1269.63 Hundred Sixty Nine and Paisa

embedded wooden pieces for stiffening & also taking hinges &

Sixty Three 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 fixtures & fastenings.

Supply of 35mm thick Fiber Glass shutter with 1.5 to 2.0 mm thick

fire retardent grade FRP skin in wood grain rasied panel design

having extra reinforcement on sides & edges & in polish design

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

retardent grade polyurethane foam done in situ alongwith

Rupees Nine Hundred Eighty Six

359 10041 0 embedded wooden pieces for stiffening & also taking hinges & Sqm 976.62

and Paisa Thirty Nine Only

fintures. The whole shutter is to be water proof ,weather proof,

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

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Two Thousand Eight

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

360 10042 0 Sqm 2815.47 2843.62 Hundred Forty Three and Paisa

done in situ alongwith embedded wooden 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 Rupees One Thousand One

361 10043 0 top rail, lock rail and bottom rail on either side, and 10mm (5mm x sqm 1135.02 1146.37 Hundred Forty Six and Paisa

2) thick, 20mm wide cross PVC sheet as gap insert for top rail and Thirty Seven Only

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.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing 30mm thick FACTORY MADE SOLID BOTH

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting

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

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

a coat of steel primer of approved makde and manufactures. M.S

frame covered with 5mm thick heat moulded prelim PVC ‘C’

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

be flat and 20mm shall be tapered in 45 degree Angle on either side

forming stiles, and 5mm thick, 95mm wide pream PVC sheet out of

which 75mm shall be flat and 20mm shall be tapered in 45 degree

on the inner side ot form top and bottom rail and 115mm wide Rupees Two Thousand Two

362 10044 0 prelim PVc sheet out of which 75nmm shall be flat and 20mm shall sqm 2214 2236.14 Hundred Thirty Six and Paisa

be tapered on both side to form lock rail, Top, bottom and lock rails Fourteen Only

shall be provided either side of the panel. 10mm (5mm x 2) thick

20mm wide cross PVC sheet shall be provided as gap insert for top

rail and bottom rails. Panelling of 5mm thck both side prelim PVC

sheet to be fitted in the M.S. frame welded,sealed to the stiles and

rails with 7mm (5mm + 2 mm) thick x 15mm wide PVC sheet

beading on inner side, and joined togeth with solvent cement

adhesive. An additional 5mm thick PVC strip of 20mm width is to be

stuck on the interior side of the ‘C” chanel using PVC solvent

adhesive etc. complete as per direction of Engineering in charge,

manufacture’s specification and rawing.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting

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

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

rails. The M.s. frame shall have coat of steel primers of approved

makde and manufacture. The M.S. frame shall be covered with 5mm

thick heat moulded single side prelim PVC ‘C’ channel of size 30 x

50mm to form stiles and 5mm thick and 75mm wide single side

prelim PVC sheets shallbe for the top, bttom and lock rails. Paneling

of 5mm thick one side prelim sheet to be fitted in the M.S. frame

and sealed to the front (Prelam side) stiles and rails (which should Rupees Two Thousand Twenty

have a 5mm 45 degree bent portion as beading) and attached to the Three and Paisa Three Only

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

degree bent portion as beading) using 2 nos. 15mm wide x 5mm

thick PVC sheet beading inside the 9 degree bent beading. All stiles,

rails and beading to be joined to the panel using solvent cement.An

additional 5mm thick PVC strip of 20mm width is to be struck on

the interior side of the ‘C’ channel using PvC solvent adhesive and

10mm thick (5mm x 20) thick 20mm width cross PVC sheet to be

fitted as gap insert for top and bottom rails, etc. complete as per

direction of Engineer in charge, manufacture’s specification and

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing 30mm thick FACTOR MADE FULLY

GLAZED SOLID PVC DOOR SHUTTER consisting of frame made out

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

styles and 15mm x 15mm for top, lock and bottom rails M.S. frame

shall have a coat of steel primer of approved make and

manufacture, M.s. frame shall be covered with 5mm thick heat

moulded PVC ‘C” channel of size 75mm x 30mm x 50mm out of

which 10mm shall be bent at 90 degree towards inner side on front

face of the door forming stiles. For top rail and bottom rail, M.S.

frame shall be covered with 5mm thick, 100mm wide PVC sheet out

of whch 10mm shall be bent of 90 degree towars inner side on front

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

mm wide PVC sheet out of which 10mm on both the edges shall be Rupees Two Thousand Thirty

bent at 90 degre on front face of the door and 75mm wide PVC Three and Paisa Thirteen Only

sheet shall cover the

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

20mm wide cross PVC sheet as gap insert for tp and bottom rail.PVC

sheet beading of 15mm thck (5mm x 30, 15mm wide to be stuck,

internally with solvent cement adhesive in stiles and rails. Glass

panel will be fitted exernally in the clear space available between

the stiles and rails and fixed between PVC sheet of stiles and rails

bent at 90 degree on front face and 15mm x 10mm ‘L’ shape outer

beading nailed on stiles and rails at the back side. So that the ‘L’

shape PVC beading can be removed when required for replacement

of broken glass etc.

complete as per direction of Engineer in charge and

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing 30mm thick factory made wire guazed

solid PVC Door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles

and 15mm x 15mm for top, lock and bottm rails,

M.S. frame shall have a coat of steel primers of approved make and

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

5mm thick head mouled PVC ‘C’ channel of size 30mm thickness,

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

bent in 90 degree angle on either side forming stiles and 5mm thick

115mm wide PVC sheet out of which 100mm shal be flat and 15mm

shal be betn in 90 degree on the inner side to from top and bottom

rails and 130mm wide PVC sheet out of which 100mm shal be flat Rupees One Thousand Nine

365 10047 0 and 15mm shal be bent in 90 degree on both side to from lock rail sqm 1968 1987.68 Hundred Eighty Seven and Paisa

10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert Sixty Eight Only

for top rail and bottom rail, panel will be of G.I. wire gauge of

gauge to be fitted in by ‘C’ channel of size 10mm x 35mm on the

either side in the stiles.The inner side ‘C’ channel is fixed by 19mm x

19mm M.S. tube on both side with screws. The wire mesh in top,

bottom and lock rail is sealed with 15mm x 15mm tube with

G.I.wire, 1mm (5mmm x 2) thick PVC strip of 25mm width is to be

stuck and screw on both side of G.I. wire guage interior at the top,

bottom and lock rails. An additional 5mm thck PVC strip of 20mm

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

solvent cement adhesive etc. complete as per dirction of Engineer

in charge, manufacture’s specification and drawing.

Providing and fixing 35mm thick factory made moulded door

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

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

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

other stiles and bottom rails. The inner panel laminated with 2mm

Rupees Two Thousand One

thick termite proof, water proof and fire resistant moulded PVC

366 10048 0 sqm 2131 2152.31 Hundred Fifty Two and Paisa

sheet with 2,4,6 raised panel design in different plain and /or

Thirty One Only

prelim colours on one side after routing the moulded design on

flush door and 2mm plain and/or prelim PVC sheet on other side

using rubber adhesive on flush door and solvent cement adhesive

on the PVC liping etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

raised panel design in different plain and /or prelim colours after

Rupees One Thousand Nine

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

367 10049 0 sqm 1960 1979.60 Hundred Seventy Nine and Paisa

prelim PVC sheet on other side of the 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

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

Rupees Three Hundred Eighteen

368 10050 0 m.s. square tube of 19 gauge, EPDM rubber gasket weather seal to sqm 314.88

and Paisa Three Only

be provided through out 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.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing of fully glazed solid PVC panel PVC door along

with solid PVC door frame. 30mm thick FACTORY MADE FULLY

GLAZED SOLID PVC DOOR SHUTTER consisting

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

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

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

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

thick heat mouled PVC ‘C” channel of size 75mm x 30mm x 50mm

out of whch 10mm shall be bent at 90 degree towards inner side on

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

125 mm wide PVC sheet out of which 0mm on both the edges shall

Rupees One Thousand Eight

be bent at 90 degree on front face of the door and 7mm wide PVC

369 10051 0 sqm 1880.67 1899.48 Hundred Ninety Nine and Paisa

sheet shall cover the M.S. frame at top, lock and bottom rail on back

Forty Eight Only

side of door, 5 mm thick 20mm wide cross PVC sheet as gap insert

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

15mm wide to be stuck internally with solvent cement adhesive in

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

available between the stiles and rails and fixed between PVC sheet

of stiles and rails bent at 90 degree on front face and 15mm x

10mm ‘L shape outer beading nailed on stiles and rails at the back

side. So tha the ‘L’ shape PVC beading can be removed when

required for replacement of broken glass etc. complete as per

direction of Engineer in charge and

manufactuture’s specification

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing complete sliding shutter solid PVC window

25mm thick factory made glazed solid PVC window shutter

consisting of frame made out of M.S. tube of 19 gauge of size 15 x

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

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

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

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

degree towards inner side on front face of the window shutter

forming stiles. For top rail and bottom rails, M>S. frame shall be

covered with 4mm thick, 58mm wide PVC sheet out of which 8mm

shall be bent at 90 degree towards inner side on front face and Rupees Two Thousand Six

370 10052 0 38mm wide PVC sheet shall cover the M.S. frame at top and bottom sqm 2576.85 2602.62 Hundred Two and Paisa Sixty

rail on back side of window shutter, 4mm thick 15mm wide cross Two Only

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 123mm ‘L’ shape outer PVC beading nailed on

stiles and rails at the back side so that ‘L’ shape outer PVC beading

can be removed when required for replacement of broken glass etc.

complete as per direction of etc. complete as per direction of

Engineer in charge and manufactuture’s specification.

Providing and fixing Plain/Printed PVC sheet wall paneling of

thickness 5mm consisting of panels having size 1220 mm x

mm stuck on inner frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their center a groove of 6mm

width and 1mm depth for sinking the head of the screw used to fix

the strips to the wall and should be placed vertically at equal

Rupees Eight Hundred Fifty

371 10053 0 intervals of 10” center to center. The PVC strips shall be fixd to the sqm 845

Three and Paisa Forty Five Only

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing Prelam PVC sheet wall paneling of thickness

5mm consisting of panels having size 1220 x 2440 mm stuck on

inner frame work of 50mm wide strips of 5mm thick PVC sheet. The

strips should have in their center a grove of 6mm width asnd 1mm

depth for sinking the had of the screw using to fix the strips of the

wall and should be placed vertically at equal intervals of 10” center Rupees Nine Hundred Fifty Three

to center. The PVC strips shall be fixed to the wall using 65mm long and Paisa Forty Four Only

M.S. scres through the groove in the strip by using PVC fasteners.

The distance between two screws shall not be more than 200 mm.

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

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

may vary depending on the size of the wall.

Providing and fixing full height Prelam PVC partition system 50mm

thick consisting of 40mm sandwich PVC panel made out of 36mm

high density expanded polystyrene sheet (E.P.S. Thermocol) stuck

on both side with 2mm thick prelim PvC sheet reinforced with

frame work made from 35mm x 5mm M.S. angle. In between two

M.S. angles 4 mm with feathered edges shall be fixed on floor and

50 x 75 mm with feathered edges prelim PVC “C” channel of size

50mm x 75mm with feathered edges prelim PVC panel shall be Rupees Two Thousand One

373 10055 0 inserted in the PVC ‘C” channel The first and last M.S. angle should sqm 2152 2173.52 Hundred Seventy Three and

be erected such that it is inside a PVC C channel of size 50 x 75mm Paisa Fifty Two Only

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.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

x 75 mm with feathered edges plain/printed/prelim PVC ‘C’

Rupees One Thousand Eight

channel shall be fixed in the ceiling. Sandwich PVC panel shall be

374 10056 0 sqm 1783 1800.83 Hundred and Paisa Eighty Three

inserted in the PVC “c” 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

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

x 75 mm with feathered edges printed PVC C channel shall be fixed

Rupees One Thousand Nine

in the ceiling, Sandwich PVC panel shall be inserted in the PVC C

375 10057 0 sqm 1902 1921.02 Hundred Twenty One and Paisa

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

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

feet; then 15mm x 30mm M.S. tube is welded horizontally at the

joint of panels in between two vertical angels etc. An additional

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

side of the C channel using PVC solvent adhesive complete as per

direction of Engineer in charge, manufactures.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.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, 19 gauge or 1mm

thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm). The

Rupees Three Hundred Three

376 10058 0 alluminium frame work is supported from the ceiling with the help sqm 300.12

and Paisa Twelve Only

of G.I. hook and G.I. 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 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,

gauge or 1 mm thick) in square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is supported from the cceiling Rupees Seven Hundred Seventy

with the help of Three and Paisa Sixty Six Only

G.I. hook and G.I. 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 hangers from the roof and L Rupees Three Hundred Fifty Two

sections is fixed all around the wall as shown in the diagram. 5mm and Paisa Fifty Six Only

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.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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

Rupees Nine Hundred Eleven and

379 10061 0 sections is fixed all around the wall as shown in the diagram. 5mm sqm 902

PVC sheet strips of size 2 wide are fixd with 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 Packet of Rupees Twenty Six and Paisa

secondary reinforcement) in concrete of any grade at the rate of 125 gms Twenty Six 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 secondary 1 Packet of Rupees Twenty Six and Paisa

reinforcement) in mortar of any grade at the rate of 125 gms per 50 125 gms Twenty Six Only

kg of cement consumption.

Providing fusion bonded Epoxy coating not less than 175 micron

Rupees Ten Thousand One

thickness and up to 300 micron to reinforcement bars as per IS-

382 10064A 0 M.T 10062 10162.62 Hundred Sixty Two and Paisa

13620-1993/ASTM-775 M including testing of coating at plant and

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

Providing fusion bonded Epoxy coating not less than 175 micron

Rupees Seven Thousand Two

thickness and up to 300 micron to reinforcement bars as per IS-

383 10064B 0 M.T 7224 7296.24 Hundred Ninety Six and Paisa

13620-1993/ASTM-775 M including testing of coating at plant and

Twenty Four Only

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

Rupees Five Thousand Eight

red lead paint. (A) In beams and joists, channels angles Tees, flats,

384 11001AA 11.2 q 5831.19 5889.50 Hundred Eighty Nine and Paisa

with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Steel work, riveted in built up sections framed work including

Rupees Six Thousand Seven

cutting, hoisting, fixing in position and applying a priming coat of

385 11001DA 11.2 q 6680.28 6747.08 Hundred Forty Seven and Paisa

red lead paint. (D) In trussses and trussed purlins, upto 25 M. span

and 15 M ovarall height.

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of

Rupees Nine Thousand One

red lead paint. (A)In beams and joists, channels angles Tees, flats,

386 11002AA 11.4 q 9018.3 9108.48 Hundred Eight and Paisa Forty

with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins conneted to common rafters and the

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of Rupees Nine Thousand Eight and

red lead paint. (D) In trussses and trussed purlins, upto 25 M. span Paisa Sixty Two Only

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

Rupees Five Thousand Nine

x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm with

388 11003A 11.6 q 5873.1 5931.83 Hundred Thirty One and Paisa

38mm dia, steel pulleys complete with bolts, nuts, locking

Eighty Three Only

arrangements, stoppers handles including applying a priming coat

of red lead paint.

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

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

Rupees Three Thousand Seven

M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 x

389 11004A 11.7 Sqm 3743.42 3780.85 Hundred Eighty and Paisa Eighty

40 x 6mm angle and T-iron guide rail at top and bottom

respactively with handles, stoppers and locking agangement etc,

including applying a priming coat of red lead paint.

Providing and fixing rolling shutters of approved make made of

mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on Rupees Three Thousand Five

390 11005A 0 specially designed pipe shaft with bracket plates, guide channels Sqm 3519.21 3554.40 Hundred Fifty Four and Paisa

and arragements for inside and outside locking with push-pull Forty Only

operation including the cost of hood cover and spring etc.

complete.(A) Shutters having width below 3.5 M.

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

Providing and fixing rolling shutters of approved make made of

mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on Rupees Four Thousand Five

391 11005B 0 specially designed pipe shaft with bracket plates, guide channels Sqm 4501 4546.01 Hundred Forty Six and Paisa One

and arragements for inside and outside locking with push-pull Only

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

mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on Rupees Two Thousand Seven

392 11006A 11.9 specially designed pipe shaft with bracket plates, guide channels Sqm 2768.9 2796.59 Hundred Ninety Six and Paisa

and arrangements for inside and outside locking with push-pull Fifty Nine Only

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

mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on Rupees Three Thousand Seven

393 11006B 11.9 specially designed pipe shaft with bracket plates, guide channels Sqm 3747.07 3784.54 Hundred Eighty Four and Paisa

and arrangements for inside and outside locking with push-pull Fifty Four Only

operation complete but excluding the cost of hood cover and spring.

(B) Shutters having width above 3.5 M.

Providing and fixing 27.5 cm. long wire spring grade No.2 of Rupees Six Hundred Thirty Seven

approved make for rolling shutters. and Paisa Twenty Two Only

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

Shutters having width below 3.5 meters One and Paisa Twenty Three Only

Providing and fixing Hood cover for rolling shutters (B) Rupees One Hundred Twenty Six

Shutters having width 3.5 meters and above and Paisa Seventy Two 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 : 3-coarse sand : 6-graded stone Rupees Two Hundred Thirty

aggregate of 20mm size ) cost for supply of door/ window/ Eight and Paisa Six Only

ventilators shall be paid

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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 Thirty One

laying including painting the exposed portion of loops, all as per and Paisa Ninety Three Only

standard design complete.

Extra over rate of item 20 for providing and fixing M.S. fan clamps

type-II as per standard design in R.C.C. beams during laying

399 11011 11.21 Cm Height 1.49 1.50 Rupees One and Paisa Fifty Only

towards additional height of the clamp due to

Providing and fixing M.S. round holding down or anchor Rupees Fifty Five and Paisa Sixty

bolts with nuts and washer plates complete. Only

Providing and fixing EZ-7 section door/window frame including Rupees Two Thousand Two

401 11013 0 welding and fixtures fastenings including 3 coats of approved Sqm 2187.48 2209.35 Hundred Nine and Paisa Thirty

enamel oil paint etc complete. Five Only

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 127mm x 38.10mm x

1.35mm @wt. 1.384kg/m, horizontal Four track member size

122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg/m, vertical member

of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding

Rupees Two Thousand One

shutters of horizontal member size 40mm x 18mm x 1.29mm@

402 11026 0 Sqm 2119.14 2140.33 Hundred Forty and Paisa Thirty

,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

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 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

Rupees One Thousand Five

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

403 11027 0 Sqm 1568.27 1583.95 Hundred Eighty Three and Paisa

Ninety Five Only

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

Ref. SOR Aprroved Rate

Item No Item No.as Description Unit Rate Incl.

Item Code SOR Rates Rate in Words

per NBO 1% L.C.

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 @

Rupees One Thousand Seven

wt.of 0.659 Kg/mt with sliding shutters of horizontal member size

404 11028 0 Sqm 1696.73 1713.70 Hundred Thirteen and Paisa

40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of

size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Providing and fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour

Rupees One Thousand Three

anodized alluminium frame with 5 mm thick transparent bronze