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Tender Value
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EMD Value
₹1 L
Closing Date
21 Sept 2026, 6:00 pmClosed
Superintending Engineer, Project Implementation Unit, Health & Family Welfare Department.
Annual Rate Contract of Civil Work in Government Health Care Facilities & Buildings of Ta:-Sankheda & Bodeli, Dist.Chhota Udepur
341044
73-01 of 2026-2027
Open
Civil - All
Works
Vadodara
5 documents required · 5 mandatory
₹2,400
PIU-General Fund Account 11-114
₹1 L
1 Sept 2026
1 Sept 2026
1 Sept 2026
21 Sept 2026
1 Sept 2026
Name Of Work : Annual Rate Contract of Civil Work in Government Health Care Facilities & Buildings of
Ta:- Bodeli & Sankheda, Dist:- Chhota Udepur.
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Rupees Six Thousand Two
1 02005A Cement Mortar 1:1 (1-Cement: 1- fine sand) cu.m 6166.27 6227.93 Hundred TwentySeven Paise
NinetyThree Only
Rupees Four Thousand Four
2 02006A Cement Mortar 1:2(1-Cement: 2-fine sand) cu.m 4436.68 4481.05 Hundred EightyOne Paise Five
Rupees Three Thousand Six
3 02007A Cement Mortar 1:3(1-Cement: 3- fine sand ) cu.m 3572.28
Hundred Eight Only
Rupees Two Thousand Nine
4 02008A Cement Mortar 1:4(1-Cement: 4- fine sand ) cu.m 2881.95 2910.77 Hundred Ten Paise
SeventySeven Only
Rupees Two Thousand Five
5 02009A Cement Mortar 1:5(1-Cement: 5- fine sand ) cu.m 2510.22 2535.32 Hundred ThirtyFive Paise
Rupees Two Thousand Two
6 02010A Cement Mortar 1:6(1-Cement: 6- fine sand ) cu.m 2191.61 2213.53 Hundred Thirteen Paise
FiftyThree Only
Rupees Three Thousand Six
7 02011A Cement Mortar 1:3 (1-Cement: 3 - coarse sand) cu.m 3600.17 3636.17 Hundred ThirtySix Paise
Rupees Two Thousand Nine
8 02012A Cement Mortar 1:4 (1-Cement: 4 - coarse sand) cu.m 2909.84 2938.94 Hundred ThirtyEight Paise
NinetyFour Only
Rupees Two Thousand Five
9 02013A Cement Mortar 1:5 (1-Cement: 5 - coarse sand) cu.m 2538.12 2563.50 Hundred SixtyThree Paise Fifty
Rupees Two Thousand Two
10 02014A Cement Mortar 1:6 (1-Cement: 6 - coarse sand) cu.m 2219.50 2241.70 Hundred FourtyOne Paise
Rupees One Thousand Nine
11 02015A Cement Mortar 1:8 (1-Cement: 8 - fine sand) cu.m 1900.88 1919.89 Hundred Nineteen Paise
EightyNine Only
SOR-24-25 Page 1 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees One Hundred
12 04001A stacking of useful materials and disposing off the excavated stuff cu.m 124.61
TwentyFive Paise EightySix Only
upto 50 Meter lead.(A) Loose or soft soil
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees One Hundred Sixty Paise
13 04001B stacking of useful materials and disposing off the excavated stuff cu.m 159.30
EightyNine Only
upto 50 Meter lead.(B) Dense or Hard soil
Excavation for foundation upto 1.5 m depth including sorting out and Rupees Two Hundred
14 04001C stacking of useful materials and disposing off the excavated stuff cu.m 272.60 275.33 SeventyFive Paise ThirtyThree
upto 50 Meter lead.(C) Hard Murrum Only
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees Two Hundred
15 04001D stacking of useful materials and disposing off the excavated stuff cu.m 281.87
EightyFour Paise SixtyNine Only
upto 50 Meter lead.(D) Soft rock not requiring Blasting
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees Six Hundred FourtyTwo
16 04001E stacking of useful materials and disposing off the excavated stuff cu.m 636.06
Paise FourtyTwo Only
upto 50 Meter lead.(E) Hard Rock
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees One Hundred ThirtyNine
excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise FiftyFour Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees One Hundred
excavated stuff upto 50 Meter lead.(B) Dense or Hard soil SeventyFour Paise FiftySix Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Two Hundred
excavated stuff upto 50 Meter lead.(C) Hard Murrum NinetyFour Paise Five Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Three Hundred Nine
excavated stuff upto 50 Meter lead. (D) Soft rock not requiring Paise Four Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Six Hundred SixtySix
excavated stuff upto 50 Meter lead.(E) Hard Rock Paise SeventySix Only
Add extra for Disposing off the excavated stuff of above items for Rupees Seventeen Paise
lead of (A) 50 m to 100 m FourtyFive Only
SOR-24-25 Page 2 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Add extra for Disposing off the excavated stuff of above items for Rupees ThirtyFour Paise
lead of (B) 100 m to 200 m NinetyOne Only
Add extra for Disposing off the excavated stuff of above items for Rupees FiftyTwo Paise ThirtySix
lead of (C) 200 m to 300 m Only
Add extra for Disposing off the excavated stuff of above items for Rupees SeventySeven Paise
lead of (D) 300 m to 400 m FiftySeven Only
Add extra for Disposing off the excavated stuff of above items for Rupees One Hundred
26 04005E lead of (E) 400 to 500 m cu.m 128.00 129.28 TwentyNine Paise TwentyEight
Filling available excavated earth (excluding rock) in trenches.
Rupees One Hundred
plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth
27 4006 cu.m 136.11 137.47 ThirtySeven Paise FourtySeven
consolidating each disposited layer by ramming and watering.
Filling in plinth with sand under floors including watering ramming, Rupees Four Hundred
28 04007A consolidating and dressing complete cu.m 484.44 489.28 EightyNine Paise TwentyEight
Filling in foundation and plinth with murrum or selected soil in layers of
Rupees Three Hundred Four
29 04008A 20cm. thickness including watering, ramming and consolidating etc. cu.m 301.58
Paise Sixty Only
Filling in foundation and plinth with brick Bats Chhara in layers of 20cm.
Rupees Six Hundred TwentyFive
30 04009A thickness including watering, remming and consolidating etc. complete. cu.m 619.28
Paise FourtySeven Only
Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and
Rupees One Thousand One
getting out the soil and disposal of the surplus excavated soil as directed
31 04010A Each 1104.38 1115.42 Hundred Fifteen Paise
within a lead of 50 Meter for following diameter of pipes.(i)200 mm
Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and
Rupees One Thousand Three
getting out the soil and disposal of the surplus excavated soil as directed
32 04010B Each 1322.40 1335.62 Hundred ThirtyFive Paise
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 directed
33 04010C Each 1545.73 1561.19 Hundred SixtyOne Paise
within a lead of 50 Meter for following diameter of pipes.(iii) 300 mm
Extra for under reaming inside the bore Holes for under reamed piles of Rupees Four Hundred
34 04011A following Diameter.(i) 200 mm Each 440.80 445.21 FourtyFive Paise TwentyOne
SOR-24-25 Page 3 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for under reaming inside the bore Holes for under reamed piles of
Rupees Five Hundred ThirtyFour
35 04011B following Diameter.(ii) 250 mm Each 528.96
Paise TwentyFive Only
Extra for under reaming inside the bore Holes for under reamed piles of Rupees Six Hundred SixtyFour
following Diameter.(iii) 300 mm Paise FiftyOne Only
Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore Rupees Three Hundred
37 04012A holes are made deeper or shallower than 3.5M. for Piles of following Each 370.27 373.97 SeventyThree Paise NinetySeven
diameter.(i) 200 mm Only
Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore Rupees Four Hundred
38 04012B holes are made deeper or shallower than 3.5M. for Piles of following Each 493.69 498.63 NinetyEight Paise SixtyThree
diameter.(ii) 250 mm Only
Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if bore
Rupees Five Hundred FiftySeven
39 04012C holes are made deeper or shallower than 3.5M. for Piles of following Each 552.47
Paise NinetyNine Only
diameter.(iii) 300 mm
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees Two Hundred Twelve
40 04B001A stacking of useful materials and disposing off the excavated stuff cu.m 210.42
Paise FiftyTwo Only
upto 50 Meter lead.(A) Loose or soft soil
Excavation for foundation upto 1.5 m depth including sorting out and Rupees Two Hundred
41 04B001B stacking of useful materials and disposing off the excavated stuff cu.m 269.87 272.57 SeventyTwo Paise FiftySeven
upto 50 Meter lead.(B) Dense or Hard soil Only
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees Four Hundred SixtyFive
42 04B001C stacking of useful materials and disposing off the excavated stuff cu.m 460.53
Paise Fourteen Only
upto 50 Meter lead.(C) Hard Murrum
Excavation for foundation upto 1.5 m depth including sorting out and
Rupees Five Hundred FourtyFive
43 04B001D stacking of useful materials and disposing off the excavated stuff cu.m 540.19
Paise FiftyNine Only
upto 50 Meter lead.(D) Soft rock not requiring Blasting
Excavation for foundation upto 1.5 m depth including sorting out and Rupees One Thousand
44 04B001E stacking of useful materials and disposing off the excavated stuff cu.m 1023.21 1033.44 ThirtyThree Paise FourtyFour
upto 50 Meter lead.(E) Hard Rock Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Two Hundred ThirtyFive
excavated stuff upto 50 Meter lead.(A) Loose or soft soil Paise Five Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Two Hundred NinetyFive
excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Paise Ten Only
SOR-24-25 Page 4 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Excavation for foundation for depth from 1.5 m to 3.0 m including
Rupees Four Hundred
sorting out and stacking of useful materials and disposing off the
47 04B002C cu.m 493.99 498.93 NinetyEight Paise NinetyThree
excavated stuff upto 50 Meter lead.(C) Hard Murrum
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the Rupees Five Hundred SixtyEight
excavated stuff upto 50 Meter lead. (D) Soft rock not requiring Paise SeventyTwo Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
Rupees One Thousand
sorting out and stacking of useful materials and disposing off the
49 04B002E cu.m 1063.13 1073.76 SeventyThree Paise SeventySix
excavated stuff upto 50 Meter lead.(E) Hard Rock
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand :
Rupees Three Thousand One
6- hand broken stone aggregates 40 mmnominal size) and curing
50 05003A cu.m 3075.91 3106.67 Hundred Six Paise SixtySeven
complete excluding cost of formwork in (A) Foundation and Plinth
Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand :
Rupees Two Thousand Seven
8- hand broken stone aggregates 40 mm nominal size) and curing
51 05004A cu.m 2753.58 2781.12 Hundred EightyOne Paise
complete excluding cost of formwork in (A) Foundation and Plinth
Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand :
Rupees Four Thousand
52 05005A 6- crushed stone aggregates 20 mm nominal size) and curing complete cu.m 3986.16
TwentySix Paise Two Only
including cost of formwork in (A) Wall Caps / Coping
Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand
Rupees Three Thousand Eighty
53 05007A : 6- Graded brick bat aggregate 40mm normal size) and curing complete cu.m 3049.57
Paise Seven Only
excluding cost of formwork in (A) Foundation and Plinth
Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand
Rupees Two Thousand Seven
: 8- Graded Brick bats aggregate 40mm normal size) and curing
54 05008A cu.m 2727.24 2754.51 Hundred FiftyFour Paise
complete excluding cost of formwork in (A) Foundation and Plinth
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : Rupees Three Thousand Six
55 05010AA 4- graded stone aggregates 20 mm nominal size) and curing complete cu.m 3650.89 3687.40 Hundred EightySeven Paise
excluding cost of formwork in (A) Foundation and Plinth. Fourty Only
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand :
Rupees Three Thousand Six
4- graded stone aggregates 20 mm nominal size) and curing complete
56 05010BA cu.m 3650.89 3687.40 Hundred EightySeven Paise
excluding cost of formwork in (B)Independent piers, columns, and
pillars, upto floor two level
SOR-24-25 Page 5 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand : 4- graded stone aggregates 20 mm nominal size) and curing Rupees Three Thousand Nine
57 05011AA complete excluding cost of formwork and reinforcement for reinforced cu.m 3936.84 3976.21 Hundred SeventySix Paise
concrete work in (A) Foundations, footings, Base or columns and Mass TwentyOne Only
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand : 4- graded stone aggregates 20 mm nominal size) and curing
Rupees Four Thousand
58 05011BA complete excluding cost of formwork and reinforcement for reinforced cu.m 4031.71
SeventyTwo Paise Three Only
concrete work in (B) Slabs, landing, shelves, Balconis , Lintels, Beams,
Girders and Cantilever upto floor two level.
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand : 4- graded stone aggregates 20 mm nominal size) and curing
Rupees Four Thousand
59 05011DA complete excluding cost of formwork and reinforcement for reinforced cu.m 4031.71
SeventyTwo Paise Three Only
concrete work in (D) Columns, Pillars posts and struts upto floor two
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand : 4- graded stone aggregates 20 mm nominal size) and curing Rupees Four Thousand Nine
60 05011EA complete excluding cost of formwork and reinforcement for reinforced cu.m 4884.61 4933.46 Hundred ThirtyThree Paise
concrete work in (E)Staircases excluding landing upto floor two level FourtySix Only
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand : 4- graded stone aggregates 20 mm nominal size) and curing Rupees Four Thousand Three
61 05011KA complete excluding cost of formwork and reinforcement for reinforced cu.m 4279.17 4321.96 Hundred TwentyOne Paise
concrete work in (K)Vertical and Horizontial its upto floor two level. NinetySix Only
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand :
4- graded stone aggregates 20 mm nominal size) for reinforced concrete
Chhajjas not exceeding 10cm. thickness upto floor two level including Rupees Six Thousand Five
62 05012A finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine cu.m 6510.30 6575.40 Hundred SeventyFive Paise
sand) to give a smooth and even surface centering and formwork and Fourty Only
curing complete excluding cost of reinforcement.
Providing TMT Bar FE 500/500D reinforcement for R.C.C. work
Rupees SeventySeven Paise
63 05014C including bending, binding and placing in position complete upto floor kg 76.52
TwentyNine Only
Extra for additional lift of concrete for all R.C.C. work above floor two Rupees Fourty Paise FourtyOne
level excluding cost of reinforcment Only
SOR-24-25 Page 6 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for additional lift of reinforcing steel for all R.C.C. work above floor
65 05016A kg 1.06 1.07 Rupee One Paise Seven Only
Deduct for omiting in R.C.C. work smooth finishing of the exposed
Rupees One Hundred FourtyNine
66 5017 surface with cement mortar 1:3 (1-Cement : 3- Fine sand) Sqm 147.76
Paise TwentyFour Only
Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rupees FourtyFour Paise Seven
Providing upto floor two level precast cement concrete jali or grill 1:2:4
mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm
Rupees Eight Hundred Thirteen
68 05019A nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 805.28
Paise ThirtyThree Only
roughening,cleaning, fixing and finishing in cement mortar 1:3 and
curing complete. (A) 50mm thick
Providing upto floor two level precast cement concrete jali or grill 1:2:4
mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm Rupees Seven Hundred
69 05019B nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 732.56 739.89 ThirtyNine Paise EightyNine
roughening,cleaning, fixing and finishing in cement mortar 1:3 and Only
curing complete. (B) 40mm thick
Providing upto floor two level precast cement concrete jali or grill 1:2:4
mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm
Rupees Seven Hundred FiftyNine
70 05019C nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 752.07
Paise FiftyNine Only
roughening,cleaning, fixing and finishing in cement mortar 1:3 and
curing complete. (C) 25mm thick
Providing upto floor two level precast cement concrete jali or grill 1:2:4
mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm Rupees Eight Hundred
71 05019D nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 835.44 843.79 FourtyThree Paise SeventyNine
roughening,cleaning, fixing and finishing in cement mortar 1:3 and Only
curing complete. (D) 75mm thick
Providing upto floor two level precast cement concrete jali or grill 1:2:4
mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm
Rupees Eight Hundred
72 05019E nominal size) reinforced with 1.6 mm dia. Mild steel wire including Sqm 867.36
SeventySix Paise Three Only
roughening,cleaning, fixing and finishing in cement mortar 1:3 and
curing complete.(E) 100mm thick
Extra for additional lift for providing and fixing in position precast R.C.C.
73 5020 Sqm 10.36 10.46 Rupees Ten Paise FourtySix Only
units above floor two level
Providing and laying damp proof course 25mm thick cement concrete
Rupees Three Hundred Sixteen
74 05021A 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) Sqm 313.04
Paise Seventeen Only
and curing complete
SOR-24-25 Page 7 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for providing and mixing water proofing material in Cement Litres or Kg
Rupees FourtyNine Paise Sixteen
75 5022 concrete in mix proportion recommended by the manufacturers. per Quintal 48.67
Providing and laying controlled cement concrete M.150 for curing
Rupees Three Thousand Eight
complete excluding cost of formwork and reinforcement for reinforced
76 05023AA cu.m 3859.94 3898.54 Hundred NinetyEight Paise
concrete work in (A) Foundations, footings,Base of columns and Mass
Providing and laying controlled cement concrete M.150 for curing
Rupees Four Thousand Two
complete excluding cost of formwork and reinforcement for reinforced
77 05023BA cu.m 4167.07 4208.74 Hundred Eight Paise
concrete work in (B) Walls, from top of foundation level upto floor two
SeventyFour Only
Providing and laying controlled cement concrete M.150 for curing
Rupees Four Thousand One
complete excluding cost of formwork and reinforcement for reinforced
78 05023CA cu.m 4140.71 4182.12 Hundred EightyTwo Paise
concrete work in (C) Slabs, landing, shelves, Balconies, Lintels, Beams,
Girders and Cantilever upto floor two level
Providing and laying controlled cement concrete M.150 for curing
Rupees Four Thousand Two
complete excluding cost of formwork and reinforcement for reinforced
79 05023DA cu.m 4245.07 4287.52 Hundred EightySeven Paise
concrete work in (D) Columns, Pillars posts and struts upto floor two
Providing and laying controlled cement concrete M.150 for curing
Rupees Five Thousand Two
complete excluding cost of formwork and reinforcement for reinforced
80 05023EA cu.m 5242.11 5294.53 Hundred NinetyFour Paise
concrete work in (E) Staircases excluding landing upto floor two level
FiftyThree Only
Providing and laying controlled cement concrete M.150 for curing
Rupees Four Thousand Five
complete excluding cost of formwork and reinforcement for reinforced
81 05023KA cu.m 4551.23 4596.74 Hundred NinetySix Paise
concrete work in (K) Vertical and Horizontial its upto floor two level.
SeventyFour Only
Providing and laying controlled cement concrete M.200 and curing
Rupees Three Thousand Nine
complete excluding the cost of formwork and reinforcement for
82 05024AA cu.m 3934.61 3973.96 Hundred SeventyThree Paise
reinforced concrete work in (A) Foundations, footings, Base of columns
and Mass concrete
Providing and laying controlled cement concrete M.200 and curing
Rupees Four Thousand Five
complete excluding the cost of formwork and reinforcement for
83 05024BA cu.m 4481.16 4525.97 Hundred TwentyFive Paise
reinforced concrete work in (B) Walls, from top of foundation level
NinetySeven Only
upto floor two level
SOR-24-25 Page 8 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying controlled cement concrete M.200 and curing
Rupees Four Thousand Four
complete excluding the cost of formwork and reinforcement for
84 05024CA cu.m 4454.80 4499.35 Hundred NinetyNine Paise
reinforced concrete work in (C) Slabs,landing,shelves,Balconies Lintels,
ThirtyFive Only
Beams, Girders and Cantilever upto floor two level.
Providing and laying controlled cement concrete M.200 and curing
Rupees Four Thousand Six
complete excluding the cost of formwork and reinforcement for
85 05024DA cu.m 4559.16 4604.75 Hundred Four Paise SeventyFive
reinforced concrete work in (D) Columns, Pillars posts and struts upto
floor two level.
Providing and laying controlled cement concrete M.200 and curing
Rupees Five Thousand Five
complete excluding the cost of formwork and reinforcement for
86 05024EA cu.m 5506.83 5561.90 Hundred SixtyOne Paise Ninety
reinforced concrete work in (E) Staircases excluding landing upto floor
Providing and laying controlled cement concrete M.200 and curing
Rupees Four Thousand Seven
complete excluding the cost of formwork and reinforcement for
87 05024KA cu.m 4715.46 4762.61 Hundred SixtyTwo Paise
reinforced concrete work in (K) Vertical and Horizontial its upto floor
Providing and laying controlled cement concrete M.250 and curing
Rupees Four Thousand Two
complete excluding the cost of formwork and reinforcement for
88 05025AA cu.m 4235.25 4277.60 Hundred SeventySeven Paise
reinforced concrete work in (A) Foundations, footings, Base of columns
and Mass concrete.
Providing and laying controlled cement concrete M.250 and curing
Rupees Four Thousand Five
complete excluding the cost of formwork and reinforcement for
89 05025BA cu.m 4542.38 4587.80 Hundred EightySeven Paise
reinforced concrete work in (B) Walls, from top of foundation level
upto floor two level
Providing and laying controlled cement concrete M.250 and curing
Rupees Four Thousand Five
complete excluding the cost of formwork and reinforcement for
90 05025CA cu.m 4516.02 4561.18 Hundred SixtyOne Paise
reinforced concrete work in (C) Slabs,landing,shelves,Balconies, Lintels,
Beams, Girders and Cantilever upto floor two level.
Providing and laying controlled cement concrete M.250 and curing
Rupees Four Thousand Six
complete excluding the cost of formwork and reinforcement for
91 05025DA cu.m 4620.38 4666.58 Hundred SixtySix Paise
reinforced concrete work in (D) Columns, Pillars posts and struts, upto
FiftyEight Only
floor two level.
Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Eight Thousand Three
92 05026A finishing smooth with curing etc. complete including the cost of cu.m 8272.32 8355.04 Hundred FiftyFive Paise Four
formwork but excluding the cost of reinforsement for R.C.C work in (i) Only
Slabs upto 8cm thickness
SOR-24-25 Page 9 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Seven Thousand Four
93 05026B finishing smooth with curing etc. complete including the cost of cu.m 7401.59 7475.61 Hundred SeventyFive Paise
formwork but excluding the cost of reinforsement for R.C.C work in (ii) SixtyOne Only
Slabs having more than 8 cm and upto 10 cm.thickness
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
94 05026C finishing smooth with curing etc. complete including the cost of cu.m 6819.95 6888.15 Hundred EightyEight Paise
formwork but excluding the cost of reinforsement for R.C.C work in (iii) Fifteen Only
Slabs having more than 10 cm and upto 13 cm. thickness
Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
Rupees Six Thousand Three
95 05026D finishing smooth with curing etc. complete including the cost of cu.m 6241.78
Hundred Four Paise Twenty Only
formwork but excluding the cost of reinforsement for R.C.C work in (iv)
Slabs having more than 13 cm and upto 15 cm.thickness
Providing and Laying controlled cement concrete M.150 and finishing
Rupees Eight Thousand Four
smooth with curing etc. complete including the cost of formwork but
96 05027A cu.m 8379.89 8463.69 Hundred SixtyThree Paise
excluding the cost of reinforsement for R.C.C work in (i) Slabs upto 8cm
Providing and Laying controlled cement concrete M.150 and finishing
Rupees Seven Thousand Five
smooth with curing etc. complete including the cost of formwork but
97 05027B cu.m 7509.16 7584.25 Hundred EightyFour Paise
excluding the cost of reinforsement for R.C.C work in (ii) Slabs having
TwentyFive Only
more than 8 cm and upto 10 cm.thickness
Providing and Laying controlled cement concrete M.150 and finishing
Rupees Six Thousand Seven
smooth with curing etc. complete including the cost of formwork but
98 05027C cu.m 6704.61 6771.66 Hundred SeventyOne Paise
excluding the cost of reinforsement for R.C.C work in (iii) Slabs having
more than 10 cm and upto 13 cm. thickness
Providing and Laying controlled cement concrete M.150 and finishing
Rupees Six Thousand Four
smooth with curing etc. complete including the cost of formwork but
99 05027D cu.m 6349.35 6412.84 Hundred Twelve Paise
excluding the cost of reinforsement for R.C.C work in (iv) Slabs having
EightyFour Only
more than 13 cm and upto 15 cm.thickness
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Nine Thousand Five
100 05028A work with curing etc. complete including the cost of formwork but cu.m 9447.57 9542.05 Hundred FourtyTwo Paise Five
excluding the cost of reinforsement for R.C.C work in (i) Slabs upto Only
SOR-24-25 Page 10 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Eight Thousand Four
101 05028B work with curing etc. complete including the cost of formwork but cu.m 8341.79 8425.21 Hundred TwentyFive Paise
excluding the cost of reinforsement for R.C.C work in (ii) Slabs having TwentyOne Only
more than 8 cm and upto 10 cm.thickness
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Seven Thousand Four
102 05028C work with curing etc. complete including the cost of formwork but cu.m 7380.23 7454.03 Hundred FiftyFour Paise Three
excluding the cost of reinforsement for R.C.C work in (iii) Slabs having Only
more than 10 cm and upto 13 cm. thickness
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed Rupees Six Thousand Nine
103 05028D work with curing etc. complete including the cost of formwork but cu.m 6868.90 6937.59 Hundred ThirtySeven Paise
excluding the cost of reinforsement for R.C.C work in (iv) Slabs having FiftyNine Only
more than 13 cm and upto 15 cm.thickness
Providing and laying controlled cement concrete M.150 and exposed
Rupees Nine Thousand Six
work with curing etc. complete including the cost of formwork but
104 05029A cu.m 9555.14 9650.69 Hundred Fifty Paise SixtyNine
excluding the cost of reinforsement for R.C.C work in (i) Slabs upto
Providing and laying controlled cement concrete M.150 and exposed
Rupees Eight Thousand Five
work with curing etc. complete including the cost of formwork but
105 05029B cu.m 8449.36 8533.85 Hundred ThirtyThree Paise
excluding the cost of reinforsement for R.C.Cwork in (ii) Slabs having
EightyFive Only
more than 8 cm and upto 10 cm.thickness
Providing and laying controlled cement concrete M.150 and exposed
work with curing etc. complete including the cost of formwork but Rupees Seven Thousand Five
excluding the cost of reinforsement for R.C.Cwork in (iii) Slabs having Hundred One Paise Ninety Only
more than 10 cm and upto 13 cm. thickness
Providing and laying controlled cement concrete M.150 and exposed
Rupees Seven Thousand
work with curing etc. complete including the cost of formwork but
107 05029D cu.m 6976.47 7046.23 FourtySix Paise TwentyThree
excluding the cost of reinforsement for R.C.Cwork in (iv) Slabs having
more than 13 cm and upto 15 cm.thickness
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) for R.C.C Rupees Ten Thousand Two
108 5030 lintel including finishing smooth with,curing etc. complete including the cu.m 10118.21 10219.39 Hundred Nineteen Paise
cost of formwork but excluding the cost of reinforcement. ThirtyNine Only
SOR-24-25 Page 11 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Eight Thousand Five
109 05031A1 finishing smooth with,curing etc. complete including the cost of cu.m 8508.71 8593.80 Hundred NinetyThree Paise
formwork but excluding the cost of reinforcement for R.C.C work in (A) Eighty Only
BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
Rupees Seven Thousand Six
finishing smooth with,curing etc. complete including the cost of
110 05031A2 cu.m 7589.70 7665.60 Hundred SixtyFive Paise Sixty
formwork but excluding the cost of reinforcement for R.C.C work in (A)
BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M and upto
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
Rupees Six Thousand Five
finishing smooth with,curing etc. complete including the cost of
111 05031A3 cu.m 6512.94 6578.07 Hundred SeventyEight Paise
formwork but excluding the cost of reinforcement for R.C.C work in (A)
BEAMS :(iii) Having cross-sectional area more than 0.12Sq.M and upto
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Twelve Thousand Three
112 05031B1 finishing smooth with,curing etc. complete including the cost of cu.m 12213.38 12335.51 Hundred ThirtyFive Paise
formwork but excluding the cost of reinforcement for R.C.C work in (B) FiftyOne Only
COLUMNS: (i) Having cross-sectional area 0.05 to 0.08 Sq.M
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
Rupees Ten Thousand Six
finishing smooth with,curing etc. complete including the cost of
113 05031B2 cu.m 10552.63 10658.16 Hundred FiftyEight Paise Sixteen
formwork but excluding the cost of reinforcement for R.C.C work in (B)
COLUMNS: (ii) Having cross-sectional area more than 0.08 Sq.M and
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
Rupees Eight Thousand Six
finishing smooth with,curing etc. complete including the cost of
114 05031B3 cu.m 8606.80 8692.87 Hundred NinetyTwo Paise
formwork but excluding the cost of reinforcement for R.C.C work in (B)
EightySeven Only
COLUMNS: (iii) Having cross-sectional area more than 0.12Sq.M and
SOR-24-25 Page 12 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying ordinary cement concrete M.150exposed work
Rupees Ten Thousand Four
with curing etc. complete including the cost of formwork but excluding
115 05032A1 cu.m 10339.66 10443.06 Hundred FourtyThree Paise Six
the cost of reinforcement for R.C.C. work in (A) BEAMS :(i) Having cross-
sectional area 0.05 to 0.08 Sq.M
Providing and laying controlled cement concrete M.150exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand One
116 05032A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9075.60 9166.36 Hundred SixtySix Paise ThirtySix
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M Only
Providing and laying controlled cement concrete M.150exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Seven Thousand Six
117 05032A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7594.55 7670.50 Hundred Seventy Paise Fifty
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only
Providing and laying controlled cement concrete M.150exposed work
Rupees Fourteen Thousand Two
with curing etc. complete including the cost of formwork but excluding
118 05032B1 cu.m 14142.17 14283.59 Hundred EightyThree Paise
the cost of reinforcement for R.C.C. work in (B) COLUMNS:(i) Having
cross-sectional area 0.05 to 0.08 Sq.M
Providing and laying controlled cement concrete M.150exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Twelve Thousand Two
119 05032B2 the cost of reinforcement for R.C.C. work in(B) COLUMNS:(ii) Having cu.m 12136.37 12257.73 Hundred FiftySeven Paise
cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M SeventyThree Only
Providing and laying controlled cement concrete M.150exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Eight
120 05032B3 the cost of reinforcement for R.C.C. work in(B) COLUMNS:(iii) Having cu.m 9786.24 9884.10 Hundred EightyFour Paise Ten
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only
Providing and laying controlled cement concrete M.200 exposed work
Rupees Ten Thousand Seven
with curing etc. complete including the cost of formwork but excluding
121 05033A1 cu.m 10656.09 10762.65 Hundred SixtyTwo Paise
the cost of reinforcement for R.C.C. work in(A) BEAMS :(i) Having cross-
sectional area 0.05 to 0.08 Sq.M
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Four
122 05033A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9392.03 9485.95 Hundred EightyFive Paise
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M NinetyFive Only
SOR-24-25 Page 13 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding
Rupees Seven Thousand Nine
123 05033A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7910.98
Hundred Ninety Paise Nine Only
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M
Providing and laying controlled cement concrete M.200 exposed work
Rupees Fourteen Thousand Six
with curing etc. complete including the cost of formwork but excluding
124 05033B1 cu.m 14458.60 14603.19 Hundred Three Paise Nineteen
the cost of reinforcement for R.C.C. work in (B) COLUMNS:(i) Having
cross-sectional area 0.05 to 0.08 Sq.M
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Twelve Thousand Five
125 05033B2 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cu.m 12452.80 12577.33 Hundred SeventySeven Paise
cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M ThirtyThree Only
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Ten Thousand Two
126 05033B3 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(iii) Having cu.m 10102.67 10203.70 Hundred Three Paise Seventy
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Only
Providing and laying controlled cement concrete M.250 exposed work
Rupees Ten Thousand Eight
with curing etc. complete including the cost of formwork but excluding
127 05034A1 cu.m 10717.09 10824.26 Hundred TwentyFour Paise
the cost of reinforcement for R.C.C. work in (A) BEAMS :(i) Having cross-
sectional area 0.05 to 0.08 Sq.M
Providing and laying controlled cement concrete M.250 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Nine Thousand Five
128 05034A2 the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having cu.m 9453.03 9547.56 Hundred FourtySeven Paise
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M FiftySix Only
Providing and laying controlled cement concrete M.250 exposed work
with curing etc. complete including the cost of formwork but excluding
Rupees Eight Thousand FiftyOne
129 05034A3 the cost of reinforcement for R.C.C. work in (A) BEAMS :(iii) Having cu.m 7971.98
Paise Seventy Only
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M
Providing and laying controlled cement concrete M.250 exposed work
Rupees Fourteen Thousand Six
with curing etc. complete including the cost of formwork but excluding
130 05034B1 cu.m 14519.60 14664.80 Hundred SixtyFour Paise Eighty
the cost of reinforcement for R.C.C. work in (B) COLUMNS:(i) Having
cross-sectional area 0.05 to 0.08 Sq.M
SOR-24-25 Page 14 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying controlled cement concrete M.250 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Twelve Thousand Six
131 05034B2 the cost of reinforcement for R.C.C. work in (B) COLUMNS:(ii) Having cu.m 12513.80 12638.94 Hundred ThirtyEight Paise
cross-sectional area more than 0.08 Sq.M and upto 0.18 Sq.M NinetyFour Only
Providing and laying controlled cement concrete M.250 exposed work
with curing etc. complete including the cost of formwork but excluding Rupees Ten Thousand Two
132 05034B3 the cost of reinforcement for R.C.C. work in (B) COLUMNS: (iii) Having cu.m 10163.67 10265.31 Hundred SixtyFive Paise
cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M ThirtyOne Only
Providing and applying anticarrasive treatment with polymer base
Rupees Four Thousand One
materials to the steel rainfarcement including descaling the dust and
133 5035 MT 4127.68 4168.96 Hundred SixtyEight Paise
applying the preventive coating of approved make (for the R.C.C.
structures near coastal area only) etc complete.
Providing and fixing in expansion joint 100 mm thick SIL FLEX (Capcell
Rupees Two Thousand Nine
HD 100) expansion joint board of best quality and approved make
134 5047 Sqm 2952.53 2982.06 Hundred EightyTwo Paise Six
including cutting to required size and shape at all levels etc. complete as
Providing and laying and fixing 50 mm thick expansion joint by hydro
Rupees One Thousand Four
cell semi rigid UV resistance with high performance laminated closed
135 5048 Sqm 1476.27 1491.03 Hundred NinetyOne Paise Three
cell polythene foam joint filler in sheet foam as directed, etc. complete.
Providing and laying and fixing 25 mm thick expansion joint by hydro
cell semi rigid UV resistance with high performance laminated closed Rupees Seven Hundred
cell polythene foam joint filler in sheet foam as directed, etc. complete. FourtyFive Paise FiftyOne Only
Applying and providing Expansion joint sealing System on 100 mm vide
joint including cleaning of exansion joint by mechanical means provision
of adhesive and flexible membrane with required bond length as per
Rupees Four Thousand Seven
137 5050 menufracturer specification and 4mm thick alluminium strip covering Sqm 4724.75
Hundred SeventyTwo Only
with one side sloted and bolted with suitable system, inclusive of all
manpower, machinery and material as per specification and as directed.
SOR-24-25 Page 15 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and filling the expansion joint by Thioflex 600 polymer or
equivalent confirm to BS 4254-1983 as per required shade and
manufactured specifi-cation by making groove of 50 mm x 12.5 mm Rupees Five Hundred Fifteen
lather by cutting or by repairing groove and removing mortar drop or Paise ThirtyNine Only
any other foreign materials including applying primer and filling
required size (oversize of joint PU foam etc. complete.
Providing and filling the expansion joint by Thioflex 600 polymer or
equivalent confirm to BS 4254-1983 as per required shade and
Rupees Two Hundred
manufactured specifi-cation by making groove of 25 mm x 12.5 mm
139 5052 Sqm 270.97 273.68 SeventyThree Paise SixtyEight
lather by cutting or by repairing groove and removing mortar drop or
any other foreign materials including applying primer and filling
required size (oversize of joint PU foam etc. complete.
Providing and fixing 25 cm Wide & 3mm thick exterior composite panel
Rupees One Thousand FiftyFour
140 5053 on existing expansion joint horizontally & vertically with all material, Sqm 1043.90
Paise ThirtyFour Only
hardware, acessories & fittings etc completed.
Providing and applying anti carbonation, anti fading, mold resistant, heat
insulating, and 100% acrylic breathable decorative external waterproof
coating of approved shade having Viscosity @ Room Temperature by
Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 Rupees One Hundred
141 5059 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, Sqm 122.74 123.97 TwentyThree Paise NinetySeven
tested for carbon dioxide diffusion resistance properties for coating Only
materials and coating systems for exterior masonry and concrete as per
DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution.
Providing and applying the elastomeric joint sealant two component,
high performance polysulfide formulation conforming to BS:4254 and
ASTM C 920 having weathering resistance to ultra-violet rays and shall
Rupees One Hundred
142 5063 exhibit shore A hardness of 25 and have movement accommodation Rmt 176.93
SeventyEight Paise Seventy Only
factor 25% including using of compatible primer of approved standard
etc. complete. for 12 mm thick joint
SOR-24-25 Page 16 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and applying the elastomeric joint sealant two component,
high performance polysulfide formulation conforming to BS:4254 and
ASTM C 920 having weathering resistance to ultra-violet rays and shall
Rupees Two Hundred FiftyEight
143 5064 exhibit shore A hardness of 25 and have movement accommodation Rmt 255.52
Paise Eight Only
factor 25% including using of compatible primer of approved standard
etc. complete. For 20 mm thick joint
Brick work using common burnt clay building bricks having crushing
Rupees Four Thousand Six
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
144 06001AA cu.m 4625.14 4671.39 Hundred SeventyOne Paise
Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular
ThirtyNine Only
Brick work using common burnt clay building bricks having crushing
Rupees Four Thousand Three
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
145 06001BA cu.m 4268.05 4310.73 Hundred Ten Paise
Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
SeventyThree Only
Brick work using common burnt clay building bricks having crushing
Rupees Five Thousand Two
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
146 06001CA cu.m 5193.54 5245.48 Hundred FourtyFive Paise
Cement Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash Bricks
FourtyEight Only
Brick work using common burnt clay building bricks having crushing
Rupees Four Thousand Five
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
147 06002AA cu.m 4521.82 4567.04 Hundred SixtySeven Paise Four
Cement Mortar 1:6 (1- Cement : 6 -fine sand)(A) Modular
Brick work using common burnt clay building bricks having crushing
Rupees Four Thousand Two
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
148 06002BA cu.m 4237.60 4279.98 Hundred SeventyNine Paise
Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional
NinetyEight Only
Brick work using common burnt clay building bricks having crushing
Rupees Five Thousand One
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
149 06002CA cu.m 5080.02 5130.82 Hundred Thirty Paise EightyTwo
Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks
Extra for brick work in superstructure above plinth level upto floor Rupees Two Hundred
150 06006A two level (A) Modular cu.m 273.16 275.89 SeventyFive Paise EightyNine
Extra for brick work in superstructure above plinth level upto floor Rupees Two Hundred
151 06006B two level (B) Conventional cu.m 285.57 288.43 EightyEight Paise FourtyThree
SOR-24-25 Page 17 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for brick work in superstructure above plinth level upto floor two Rupees Two Hundred
152 06006C level(C) Fly Ash Bricks cu.m 285.57 288.43 EightyEight Paise FourtyThree
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyFive Paise
1(6.12) (A) Modular per cu.m NinetyOne Only
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyThree Paise Nine
1(6.12) (B) Conventional per cu.m Only
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FiftyThree Paise Five
1(6.12) © Fly Ash Bricks per cu.m Only
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyFive Paise
2(6.13) (A) Modular per cu.m SixtySeven Only
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FourtyTwo Paise
2(6.13) (B) Conventional per cu.m SeventySeven Only
Extra for brick work in superstructure above floor two level Item No. per floor Rupees FiftyTwo Paise
2(6.13) © Fly Ash Bricks per cu.m SeventyThree Only
Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise FiftySix
No. 3 (A) Modular per cu.m Only
Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyOne Paise
No. 3 (B) Conventional per cu.m FiftyFour Only
Extra for brick work in superstructure above floor two level Item No. 3 per floor
161 06007C3A 50.99 51.50 Rupees FiftyOne Paise Fifty Only
(C) Fly Ash Bricks per cu.m
Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise
No. 4 (A) Modular per cu.m SixtySix Only
Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyOne Paise
No. 4 (B) Coventional per cu.m SixtyFour Only
Extra for brick work in superstructure above floor two level Item No. 4 per floor Rupees FiftyOne Paise SixtyOne
(C) Fly Ash Bricks per cu.m Only
Extra for brick work in superstructure above floor two level Item per floor Rupees FourtyFour Paise
No. 5 (A) Modular per cu.m FourtySeven Only
(i) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred ThirtyOne
1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (A) Modular Paise ThirtyNine Only
SOR-24-25 Page 18 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
(i) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred Fourty Paise
1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) SeventySeven Only
(i) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Seven Hundred
1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (C)Fly Ash TwentyFive Paise FiftyFive Only
(ii) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred TwentyTwo
1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (A) Modular Paise One Only
(ii) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Six Hundred Thirty Paise
1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (B) TwentySix Only
(ii) Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar Rupees Seven Hundred Eleven
1:5 (1- Cement : 5 -coarse sand ) in foundation and plinth (C)Fly Ash Paise TwentyTwo Only
Extra for brick work in superstructure above floor two level Item Rupees FourtyThree Paise Nine
No. 5 (B) Coventional Only
Half brick masonry in common brunt clay building bricks having crushing
strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement
Rupees Six Hundred NinetyTwo
173 06009AA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 685.81
Paise SixtySeven Only
three course embedded in Cement Mortar in foundation and plinth (A)
Half brick masonry in common brunt clay building bricks having crushing
strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement
Rupees Seven Hundred Four
174 06009BA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 697.17
Paise Fourteen Only
three course embedded in Cement Mortar in foundation and plinth (B)
Half brick masonry in common brunt clay building bricks having crushing
strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement
Rupees Seven Hundred
175 06009CA : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every Sqm 791.09
NinetyNine Only
three course embedded in Cement Mortar in foundation and plinth (C)Fly
SOR-24-25 Page 19 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for brick work in superstructure above floor two level Item No. 5 Rupees FourtyNine Paise
(C) Fly Ash Bricks FourtyFive Only
Extra for half brick masonry in superstructure above plinth level Rupees Fifty Paise EightySeven
upto floor two level. (A) Modular Only
Extra for half brick masonry in superstructure above plinth level Rupees FiftyFive Paise
upto floor two level. (B) Conventional SeventyTwo Only
Extra for half brick masonry in superstructure above plinth level Rupees FiftyFive Paise
upto floor two level. (C)Fly Ash Bricks SeventyTwo Only
Extra for half brick masonry in superstructure above floor two level. (A)
180 06011AA Sqm 6.25 6.31 Rupees Six Paise ThirtyOne Only
Extra for half brick masonry in superstructure above floor two
181 06011BA Sqm 6.34 6.40 Rupees Six Paise Fourty Only
level.(B) Conventional
Extra for half brick masonry in superstructure above floor two level.
182 06011CA Sqm 7.52 7.60 Rupees Seven Paise Sixty Only
(C) Fly Ash Bricks
Half brick thick honey- comb brick work with common burnt clay Rupees Three Hundred
183 06012AA building bricks having crushing strength not less than 35 Kg/Sq.Cm. (i) Sqm 324.40 327.64 TwentySeven Paise SixtyFour
In Cement Mortar 1:4 ( 1- Cement : 4 - coarse sand) Only
Half brick thick honey- comb brick work with common burnt clay Rupees Three Hundred
184 06012BA building bricks having crushing strength not less than 35 Kg/Sq.Cm. (ii) Sqm 318.25 321.43 TwentyOne Paise FourtyThree
In Cement Mortar 1:5 ( 1- Cement : 5 - coarse sand) Only
Half brick thick honey- comb brick work with common burnt clay
Rupees Three Hundred
building bricks having crushing strength not less than 35 Kg/Sq.Cm. (iii)
185 06012CA Sqm 372.49 376.21 SeventySix Paise TwentyOne
Fly Ash Brick In Cement Mortar 1:5 ( 1-Cement : 5 - coarse sand)
Masonary work using Aerated light weight concrete block
having crushing strength not less than 35 kg/sqcm for super structure
Rupees Four Thousand Six
186 6014 above plinth level upto floor two level in cement mortar 1:5 ( 1 cu.m 4554.46
cement : 5 fine sand ) complete as per Technical Specification
Providing and laying Precast Lightweight concrete hollow core wall with
hollow core concrete unit of approved make & size of 92 mm thick,
600 mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm /
Rupees Seven Hundred FiftyFour
187 6015 mm in legth made from of controlled cement concrete M20 having cube Sqm 747.00
Paise FourtySeven Only
compressive strength not less than 20 MPa jointing with high strength &
tensile adhesion non-shrink cementitious joint compound / P.U. Foam.
(Plaster not required)
SOR-24-25 Page 20 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying Precast Lightweight concrete hollow core wall with
hollow core concrete unit of approved make & size of 120 mm thick,
mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm / 3300 mm in
Rupees Eight Hundred Fifty
188 6016 legth made from of controlled cement concrete M20 having cube Sqm 842.00
Paise FourtyTwo Only
compressive strength not less than 20 MPa jointing with high strength &
tensile adhesion non-shrink cementitious joint compound / P.U. Foam.
(Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with
hollow core concrete unit of approved make & size of 92 mm thick,
mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm / 3300 Rupees Seven Hundred
189 6017 mm in legth made from of controlled cement concrete M35 having cube Sqm 777.00 784.77 EightyFour Paise SeventySeven
compressive strength not less than 35 MPa jointing with high strength & Only
tensile adhesion non-shrink cementitious joint compound / P.U. Foam.
(Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with
hollow core concrete unit of approved make & size of 120 mm thick,
600 mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm / Rupees Eight Hundred
190 6018 3300 mm in legth made from of controlled cement concrete M35 Sqm 875.00 883.75 EightyThree Paise SeventyFive
having cube compressive strength not less than 35 MPa jointing with Only
high strength & tensile adhesion non-shrink cementitious joint
compound / P.U. Foam. (Plaster not required)
Extra over Item 7.6 for super structure above plinth level upto floor two Rupees Three Hundred
191 7002 level cu.m 379.58 383.38 EightyThree Paise ThirtyEight
Extra for additional lift in superstructure above floor two level. Rupees TwentyFive Paise
NinetyThree Only
Coursed rubble masonry with hard stone of approved quality in foundations Rupees Three Thousand Four
193 07004A and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. complete. cu.m 3448.58 3483.07 Hundred EightyThree Paise
Coursed rubble masonry with stone of approved quality in foundations and Rupees Three Thousand Five
194 07005AA plinth in Cement Mortar 1:5 (1-Cement : 5-coarse sand) etc. complete. cu.m 3486.65 3521.52 Hundred TwentyOne Paise
Coursed rubble masonry with stone of approved quality in foundations Rupees Three Thousand Six
195 07005BA and plinth in Cement Mortar 1:4 (1-Cement : 4-coarse sand) etc. cu.m 3598.17 3634.15 Hundred ThirtyFour Paise
complete. Fifteen Only
SOR-24-25 Page 21 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Coursed rubble masonry with stone of approved quality in foundations Rupees Three Thousand Eight
196 07005CA and plinth in Cement Mortar 1:3 (1-Cement : 3-coarse sand) etc. cu.m 3805.27 3843.32 Hundred FourtyThree Paise
complete. ThirtyTwo Only
Extra over item No. 7.17 for superstructure above plinth level upto floor two Per floor Rupees Three Hundred
level per cu.m FiftyEight Paise Thirty Only
Extra for additional lift in superstructure above floor two level. Per floor Rupees ThirtySeven Paise
per cu.m EightyNine Only
Precast concrete block masonry (including quoin blocks jamb blocks
closer etc.) with solid concrete blocks of approved size made of cement Rupees Three Thousand Seven
199 07012A concrete 1:3:6 mix (1- Cement : 3 coarse sand: 6- graded stone aggregates cu.m 3734.62 3771.97 Hundred SeventyOne Paise
of 20 mm and down grade) in foundation and plinth cement morter 1:6 NinetySeven Only
Extra for masonry work with precast concrete block in superstructue Rupees Two Hundred
200 7013 above plinth upto floor two level. cu.m 285.57 288.43 EightyEight Paise FourtyThree
Precast concrete block masonry in partition walls 10 cm. thick with solid
block of approved size (including quion blocks Jamb blocks closer etc.) Rupees Six Hundred SeventySix
made of C.C.1:3:6 (1 Cement : 3- coarse sand : 6 graded stone aggregates Paise EightyFive Only
20 mm and down grade) (A) in C.M. 1:4.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. Height of
propping and centering below supporting floor to ceiling not exceeding Rupees One Hundred
4 M. and removal of the same for in situ reinforced concrete and EightyEight Paise Ten Only
plain concrete work in. (A) Foundations Footings Bases of Columns etc.
and Mass concrete.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. Height of
propping and centering below supporting floor to ceiling not exceeding Rupees Two Hundred
203 09001B1A 4 M. and removal of the same for in situ reinforced concrete and Sqm 270.90 273.61 SeventyThree Paise SixtyOne
plain concrete work in. (B) Flat surfaces such as soffits of supspened Only
floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.
SOR-24-25 Page 22 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing formwork of ordinary timber planking so as to give a
rough finish including centering shuttering strutting and propping etc.
Height of propping and centering below supporting floor to ceiling
Rupees Two Hundred
204 09001B2A not exceeding 4 M. and removal of the same for in situ reinforced Sqm 291.22
NinetyFour Paise Thirteen Only
concrete and plain concrete work in. (B) Flat surfaces such as
soffits of suspended floor roof slabs Landings and the like. (2)
Floors etc. above 200mm in thickness.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding Rupees Two Hundred
205 09001CA 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 247.20 249.67 FourtyNine Paise SixtySeven
concrete work in. (C) Vertical surface such as walls (any thickness) Only
partitions and the like including attached buttresses & string course & the
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding Rupees Three Hundred
4 M. and removal of the same for in situ reinforced concrete and plain TwentySix Paise SixtyTwo Only
concrete work in. (G) Columns PillarsPosts and struts. (1) Square
Rectangular Polygonal in plan.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding Rupees Four Hundred Twenty
4 M. and removal of the same for in situ reinforced concrete and plain Paise SixtyEight Only
concrete work in. (G) Columns PillarsPosts and struts. (2)Circular or curved
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding
Rupees Two Hundred Twelve
208 09001H1A 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 209.95
Paise Five Only
concrete work in. (H) (1) Sides and soffits of Beams Beam Haunchings
cantilevers Girders Bressumers and Lintels not exceeding 1 M. in Depth.
SOR-24-25 Page 23 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing formwork of ordinary timber planking so as to give a
rough finish including centering shuttering strutting and propping etc.
height of propping and centering below supporting floor to ceiling
Rupees Two Hundred Eighty
209 09001H2A not exceeding 4 M. and removal of the same for in situ reinforced Sqm 277.67
Paise FourtyFive Only
concrete and plain concrete work in. (H) (2) Sides and soffits of Beams
Beam Haunchings canti-levers Girders Bressumers and Lintels
exceeding 1M.in Depth.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding Rupees SeventyFive Paise Eight
4 M. and removal of the same for in situ reinforced concrete and plain Only
concrete work in. (I) Edges of slabs and Breaks in floors and walls.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding
Rupees Seven Hundred Two
211 09001KA 4 M. and removal of the same for in situ reinforced concrete and Sqm 695.61
Paise FiftySeven Only
plain concrete work in. (K) Small surfaceassuch as cantiever brackets and
ends of steps caps and basses to pilasters and Columns and the like.
Providing formwork of ordinary timber planking so as to give a
rough finish including centering shuttering strutting and propping etc.
height of propping and centering below supporting floor to ceiling Rupees One Hundred
212 09001LA not exceeding 4 M. and removal of the same for in situ reinforced Sqm 171.87 173.59 SeventyThree Paise FiftyNine
concrete and plain concrete work in. (L) Chullah Hoods, weather Only
shades Chhajjas Corbels etc. including edges.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height of
propping and centering below supporting floor to ceiling not exceeding
Rupees Two Hundred SixtySix
213 09001MA 4 M. and removal of the same for in situ reinforced concrete and plain Sqm 264.13
Paise SeventySeven Only
concrete work in. (M) Staircase with sloping or stepped soffits including
risers and stringers excluding landing.
SOR-24-25 Page 24 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing formwork of ordinary timber planking so as to give a
rough finish including centering shuttering strutting and propping etc.
height of propping and centering below supporting floor to ceiling Rupees Four Hundred Fifteen
not exceeding 4 M. and removal of the same for in situ reinforced Paise FiftyFour Only
concrete and plain concrete work in. (Q) Vertical fins and vertical sun
Extra for additional height of propping and centering where the
height of propping and centering exceeds 4 .O M between
Rupees Four Hundred Seven
215 09002AA supporting floor to ceiling including temporary brick or stone pillars Sqm 403.71
Paise SeventyFive Only
for supporting as required. (i) Height more than 4.0 M.and upto
Extra for additional height of propping and centering where the
height of propping and centering exceeds 4 .O M between
Rupees Seven Hundred Fourteen
216 09002BA supporting floor to ceiling including temporary brick or stone pillars Sqm 707.77
Paise EightyFive Only
for supporting as required. (ii) Height more than 5.0 M.and upto
Extra for additional height of propping and centering where the
height of propping and centering exceeds 4 .O M between supporting
Rupees Six Hundred Twelve
217 09002CA floor to ceiling including temporary brick or stone pillars for supporting Sqm 606.14
Paise Twenty Only
as required. (iii) Height more than 6.0 M. and upto 7.0 M
Extra for Providing formwork with sheathing steel sheets so as to give a fair
Rupees NinetyEight Paise
218 09003AA finish in (A) Foundations, Footings, Bases of Columns etc. and Mass concrete Sqm 97.86
EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a
Rupees NinetyEight Paise
219 09003B1A fair finish in (B)Flat surfaces such as soffits of slabs Landings and the Sqm 97.86
EightyFour Only
like. (1) Floors etc. upto 200mm in thickness.
Extra for Providing formwork with sheathing steel sheets so as to give a
Rupees NinetyEight Paise
220 09003B2A fair finish in (B) Flat surfaces such as soffits of slabs Landings and Sqm 97.86
EightyFour Only
the like. 2) Floors etc.above 200mm in thickness.
Extra for Providing formwork with sheathing steel sheets so as to give a fair
finish in (C)Vertical surface such as walls (anythickness) partitions & Rupees NinetyEight Paise
lime including attached pilasters buttresses plinth & string course & like. EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a
Rupees NinetyEight Paise
222 09003G1A fair finish in (G) Columns, Pillars, Posts and struts. (1) Square, Sqm 97.86
EightyFour Only
Rectangular or polygonal in plan.
SOR-24-25 Page 25 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra for Providing formwork with sheathing steel sheets so as to give a fair
Rupees NinetyEight Paise
223 09003G2A finish in (G) Columns, Pillars, Posts and struts. (2) Circular or curved in plan Sqm 97.86
EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a fair
finish in (H)(1) Sides and soffits of Beams, Beam Rupees NinetyEight Paise
Haunchingscantilevers Girders, Bressumers and Lintels not exceeding 1 M. EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a
fair finish in (H) (2) Sides and soffits of Beams, Beam Haunchings Rupees NinetyEight Paise
cantilevers Girders, Bressumers and Lintels exceeding 1 M. in Depth. EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a Rupees NinetyEight Paise
fair finish in (I) Edges of slabs and Breaks in floors and walls. EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a
fair finish in (K) Small surfaceas such as centilever ends n Brackets and Rupees NinetyEight Paise
end of steps caps and basses to pilasters and Columns including edges. EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a fair
Rupees NinetyEight Paise
228 09003LA finish in (L) Chullah Hoods weather Shades Chhajjas Corbels etc. and the Sqm 97.86
EightyFour Only
Extra for Providing formwork with sheathing steel sheets so as to give a
Rupees NinetyEight Paise
229 09003MA fair finish in (M)Staircase with sloping or stepped soffits including Sqm 97.86
EightyFour Only
sisers and stringers excluding landing.
Extra for Providing formwork with sheathing steel sheets so as to give a Rupees NinetyEight Paise
fair finish in (Q)Vertical fins and vertical sun breakers. EightyFour Only
Providing wood work in frames of Doors, windows cleare story
Rupees Six Hundred Ten Paise
231 10001A windows and othersimilar works wrought, framede and fixed in position. 10 Cu.Dm. 604.19
TwentyThree Only
(A) Indian Teak Wood
Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, wall Rupees One Thousand Three
232 10002A plates and the like wrought framed, hoisted and fixed in position Cu.Dm. 1373.86 1387.6 Hundred EightySeven Paise Sixty
Providing wood work in frames of false- ceiling, partitions etc sawn and Rupees Six Hundred SixtyFive
put up in position. (A) Indian Teak Wood Paise ThirtyThree Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clear story windows including anodised alluminium butt hinges with Rupees Four Thousand One
necessary screws.(A) Indian Teak Wood (1) Fully Panelled Hundred One Paise Six Only
SOR-24-25 Page 26 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 35 mm thick shutters for Doors, windows and
Rupees Three Thousand Four
clear story windows including anodised alluminium butt hinges with
235 10004BA Sqm 3370.07 3403.77 Hundred Three Paise
necessary screws. (A) Indian Teak Wood (ii) Fully Glazed.
SeventySeven Only
Providing and fixing 35 mm thick shutters for Doors, windows and
Rupees Three Thousand Seven
clear story windows including anodised alluminium butt hinges with
236 10004CA Sqm 3715.26 3752.41 Hundred FiftyTwo Paise
necessary screws. (A) Indian Teak Wood(iii) Partly panelled and partly
Providing and fixing 35 mm thick shutters for Doors, windows and
Rupees Three Thousand Seven
clearstory windows including blackenamelled M.S. butt hinges with
237 10005AA Sqm 3736.48 3773.84 Hundred SeventyThree Paise
necessary screws. (A) Indian teak wood. (i) Fully Panelled.
EightyFour Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clearstory windows including blackenamelled M.S. butt hinges with Rupees Three Thousand
necessary screws. (A) Indian teak wood. (ii) Fully Glazed. SeventySix Paise FiftyFive Only
Providing and fixing 35 mm thick shutters for Doors, windows and
Rupees Three Thousand Four
clearstory windows including blackenamelled M.S. butt hinges with
239 10005CA Sqm 3391.29 3425.2 Hundred TwentyFive Paise
necessary screws. (A) Indian teak wood. (iii) Partly panelled and partly
Providing and fixing 25 mm thick shutters for cupboards etc. including Rupees Three Thousand One
240 10006AA anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 3148.47 3179.95 Hundred SeventyNine Paise
teak wood. (i) Fully Panelled. NinetyFive Only
Providing and fixing 25 mm thick shutters for cupboards etc. including Rupees Two Thousand Seven
241 10006BA anodised alluminium butt hinges with necessary screws. (A) Indian Sqm 2709.11 2736.2 Hundred ThirtySix Paise Twenty
teak wood. (ii) Fully Glazed. Only
Providing and fixing 25 mm thick shutters for cupboards etc. including
Rupees Two Thousand Nine
anodised alluminium butt hinges with necessary screws. (A) Indian
242 10006CA Sqm 2928.79 2958.08 Hundred FiftyEight Paise Eight
teak wood. (iii) Partly panelled and partly glazed.
Providing and fixing 25 mm thick shutters for cupboards etc. Rupees Three Thousand One
243 10007AA including black enamelled M.S. butt hinges with necessary screws. (A) Sqm 3120.47 3151.67 Hundred FiftyOne Paise
Indian teak wood. (i) Fully Panelled. SixtySeven Only
Providing and fixing 25 mm thick shutters for cupboards etc. Rupees Two Thousand Seven
244 10007BA including black enamelled M.S. butt hinges with necessary screws. (A) Sqm 2681.11 2707.92 Hundred Seven Paise NinetyTwo
Indian teak wood. (ii) Fully Glazed. Only
SOR-24-25 Page 27 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 25 mm thick shutters for cupboards etc.
Rupees Two Thousand Nine
including black enamelled M.S. butt hinges with necessary screws.
245 10007CA Sqm 2900.79 2929.8 Hundred TwentyNine Paise
(A) Indian teak wood. (iii) Partly panelled and partly glazed.
Add extra for providing and fixing 40 mm thick shutters instead of Rupees Two Hundred Three
35 mm thick shutters. Paise Three Only
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Six
shutters, for Doors windows and clearstory windows including anodised
247 10009AA Sqm 3617.20 3653.37 Hundred FiftyThree Paise
alluminium But hinges with necessary screws and indian teak wood
ThirtySeven Only
shutters with. (A) Plywood sheet panels.
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Six
shutters, for Doors windows and clearstory windows including anodised
248 10009BA Sqm 3622.62 3658.85 Hundred FiftyEight Paise
alluminium But hinges with necessary screws and indian teak wood
EightyFive Only
shutters with. (B) Particle board panels
Providing and fixing 35 mm thick panelled ,glazed or panelled and
Rupees Three Thousand Six
glazed shutters, for Doors windows and clearstory windows
249 10009CA Sqm 3591.76 3627.68 Hundred TwentySeven Paise
including anodised alluminium But hinges with necessary screws and
SixtyEight Only
indian teak wood shutters with. (C) Hard board panels.
Providing and fixing 35 mm thick panelled ,glazed or panelled and
glazed shutters, for Doors windows and clearstory windows
Rupees Three Thousand Six
250 10009DA including anodised alluminium But hinges with necessary screws Sqm 3564.65
Hundred Paise Thirty Only
and indian teak wood shutters with. (D) Asbestos sheet panels.
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Three
shutters, for Doors windows and clearstory windows including black
251 10010AA Sqm 3294.90 3327.85 Hundred TwentySeven Paise
enamelled M.S. But hinges with necessary screws. (A) Plywood sheet
EightyFive Only
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Three
shutters, for Doors windows and clearstory windows including black
252 10010BA Sqm 3300.02 3333.02 Hundred ThirtyThree Paise Two
enamelled M.S. But hinges with necessary screws. (B) Particle board panels
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Three
shutters, for Doors windows and clearstory windows including black
253 10010CA Sqm 3269.16 3301.85 Hundred One Paise EightyFive
enamelled M.S. But hinges with necessary screws. (C) Hard board panels.
SOR-24-25 Page 28 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 35 mm thick panelled ,glazed or panelled and glazed
Rupees Three Thousand Two
shutters, for Doors windows and clearstory windows including black
254 10010DA Sqm 3242.34 3274.76 Hundred SeventyFour Paise
enamelled M.S. But hinges with necessary screws . (D) Asbestos sheet
SeventySix Only
Provoding and fixing flush door shutters, solid core construction with
frame of first class hardwood with cross board and face veneer or
Rupees One Thousand Eight
plywood face panels, including anodised alluminium butt hinges with
255 10011 Sqm 1811.62 1829.74 Hundred TwentyNine Paise
necessary screws. (B) Non- decorative type and block board core
SeventyFour Only
anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.
Extra for using bright finished M.S. piano hinges of (A) Nickel plated piano Rupees Nine Hundred
256 10012 hinges. Sqm 914.68 923.83 TwentyThree Paise EightyThree
Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of Rupees TwentyFive Paise
flush doors. (A) Rectangular or Square. FourtyNine Only
Providing and fixing 30 mm wire gauge shutters using galvanised M.S.
wire of I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Rupees Two Thousand Eight
258 10014A Doors, windows and clearstory windows including anodised Sqm 2795.24 2823.19 Hundred TwentyThree Paise
alluminium butt hinges with necessary screws. (A) Indian teak wood. Nineteen Only
Providing and fixing 30 mm wire gauge shutters using galvanised M.S. wire
of I.S. gauge designation of 85 G. with wire of 0.56 mm dia,for Doors, Rupees One Thousand Two
259 10015A windows and clearstory windows including bright finished or/ and black Sqm 1257.54 1270.12 Hundred Seventy Paise Twelve
enamellede M.S. butt hinges with necessary Mango wood or equivalent Only
Extra for providing and fixing galvanised M.S wire gauge of I.S. gauge
designation 140 G,to 000 Rs. windows and cleastory windows with Rupees TwentyNine Paise
wire of dia 0.71 mm instead of I,S, gauge designation 85 G.with wire of TwentyOne Only
Providing and fixing 12 mm thick and 100mm wide pelmet of flat
pressed 3 layer neneed particle board solid core with 25 mm diametre Rupees Two Hundred
alluminium curtain Road and brackets including fixing with 25mm x TwentyOne Paise FiftyFive Only
3mm M.S flat 10cm,long and plugs etc.complete.
Providing and fixing 40mm panelled, Glazed or panelled and glazed Rupees Three Thousand Five
262 10018A partitions fixed to frames with iron scews etc. complete with indian teak Sqm 3546.43 3581.89 Hundred EightyOne Paise
wood (Frames tobe paid separately) EightyNine Only
SOR-24-25 Page 29 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing Decorative plywood 4mm thick in partitions
including fixing to frames with screws etc, complete with 50mm x Rupees Eight Hundred
12mm teak wood beading (Frames tobe paid separately) SixtySeven Paise ThirtyTwo Only
Providing and fixing in partitions 4mm thick medium hard board
of approved quality including fixing to fames with screws etc, Rupees Five Hundred SixtyTwo
complete with 50mm x 12mm teak wood beading (Frames tobe paid Paise SixtyOne Only
25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T Rupees One Thousand Three
265 10022A or L iron brackets fixed at suitable distances but not exceeding 75 Sqm 1325.72 1338.98 Hundred ThirtyEight Paise
cm. apart with Mango wood or equivalent quality. NinetyEight Only
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T Rupees One Thousand Seven
266 10023A or L iron brackets fixed at suitable distances not exceeding 75 cm. Sqm 1710.12 1727.22 Hundred TwentySeven Paise
apart with Mango wood or equivalent quality. TwentyTwo Only
Providing and fixing M.S. round or square bars with M.S.flats at required
267 10024A spacing in wooden frames of windows and clerestory windows. kg 69.80 70.5 Rupees Seventy Paise Fifty Only
Providing and fixing M.S. grills of required pattern to wooden frames of
windows etc. with M.S. flats at required spacings and frame alround, Rupees One Hundred Ten Paise
square or round bars with round headed bolts and nuts or by screws (A) ThirtyOne Only
Providing and fixing M.S. grills of required pattern to wooden frames of
windows etc. with M.S. flats at required spacings and frame alround, square Rupees One Hundred SixtySix
or round bars with round headed bolts and nuts or by screws. (B) Paise TwentyTwo Only
ORNAMENTAL GRILL
Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh Rupees Seven Hundred
270 10026A or weight not less than 7.75 kg. per Sq.M. to window frames etc. Sqm 770.07 777.77 SeventySeven Paise
including 60 x 20mm beading of teak wood. SeventySeven Only
Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge
Rupees Six Hundred EightyFive
271 10027A designation 85 G. with wire of dia.0.56 mm to windows and celevating Sqm 679.12
Paise NinetyOne Only
windows including 60 x 20mm beading of teak wood.
Providing and fixing first class indian teak wood 75mm x 60mm Rupees Four Hundred NinetyOne
moulded hand rails in straight lengths complete. Paise Seven Only
(i) Providing and fixing glazed louvered glass windows and
Rupees Four Thousand Two
273 10029AA ventilators with teak wood frame 10cm. x 7cm. size including 3 Sqm 4160.51
Hundred Two Paise Twelve Only
coats of oil painting to wood work etc.complete.
SOR-24-25 Page 30 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
(ii) Providing and fixing glazed louvered glass windows and
Rupees Four Thousand Four
ventilators with teak wood frame 10cm. x 7cm. size including 3 coats
274 10029BA Sqm 4390.45 4434.35 Hundred ThirtyFour Paise
of oil painting to wood work etc.complete. with wooden louvers plank
ThirtyFive Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm. size Rupees Four Thousand Six
275 10030A including anodized alluminium fixtures and fastenings including primer coat Sqm 4595.06 4641.01 Hundred FourtyOne Paise One
of approved quality and two coats of oil painting etc, complete. (i) Fully Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm. size Rupees Five Thousand Three
276 10030B including anodized alluminium fixtures and fastenings including primer coat Sqm 5285.45 5338.3 Hundred ThirtyEight Paise
of approved quality and two coats of oil painting etc, complete. (ii) Fully Thirty Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm. size Rupees Four Thousand Nine
277 10030C including anodized alluminium fixtures and fastenings including primer coat Sqm 4940.25 4989.65 Hundred EightyNine Paise
of approved quality and two coats of oil painting etc, complete. (iii) Partly SixtyFive Only
panelled and partly glazed.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm. Rupees Four Thousand Six
278 10031A size including black enamelled iron oxidixed fixtures and fastenings Sqm 4595.06 4641.01 Hundred FourtyOne Paise One
including primer coat of approved quality and two coats of oil painting etc, Only
complete. (i) Fully Glazed.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm. Rupees Five Thousand Three
279 10031B size including black enamelled iron oxidixed fixtures and fastenings Sqm 5285.45 5338.3 Hundred ThirtyEight Paise
including primer coat of approved quality and two coats of oil painting etc, Thirty Only
complete. (ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 10 cm x 7 cm.
Rupees Four Thousand Nine
size including black enamelled iron oxidixed fixtures and fastenings
280 10031C Sqm 4940.25 4989.65 Hundred EightyNine Paise
including primer coat of approved quality and two coats of oil painting
etc, complete. (iii) Partly panelled and
SOR-24-25 Page 31 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm. size Rupees Four Thousand Eight
281 10032A including anodized alluminium fixtures and fastenings including primer coat Sqm 4788.50 4836.39 Hundred ThirtySix Paise
of approved quality and two coats of oil painting etc, complete. (i) Fully ThirtyNine Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm. size Rupees Five Thousand Five
282 10032B including anodized alluminium fixtures and fastenings including primer coat Sqm 5478.89 5533.68 Hundred ThirtyThree Paise
of approved quality and two coats of oil painting etc, complete. (ii) Fully SixtyEight Only
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm. size Rupees Five Thousand One
283 10032C including anodized alluminium fixtures and fastenings including primer coat Sqm 5133.69 5185.03 Hundred EightyFive Paise Three
of approved quality and two coats of oil painting etc, complete. (iii) Partly Only
panelled and partly glazed.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm. Rupees Four Thousand Five
284 10033A size including black enamelled iron oxidized fixtures and fastenings Sqm 4506.62 4551.69 Hundred FiftyOne Paise
including primer coat of approved quality and two coats of oil painting etc, SixtyNine Only
complete. (i) Fully Glazed.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm. Rupees Five Thousand Five
285 10033B size including black enamelled iron oxidized fixtures and fastenings Sqm 5478.89 5533.68 Hundred ThirtyThree Paise
including primer coat of approved quality and two coats of oil painting etc, SixtyEight Only
complete. (ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors, windows and
clerestory windows including Indian teak wood frames 12 cm x 7 cm.
Rupees Five Thousand One
size including black enamelled iron oxidized fixtures and fastenings
286 10033C Sqm 5133.69 5185.03 Hundred EightyFive Paise Three
including primer coat of approved quality and two coats of oil painting
etc, complete. (iii) Partly panelled and
Add extra for providing and fixing 40mm thick shutters instead of
Rupees Two Hundred
287 10034 35 mm thick shutters including oil paining etc. complete. Sqm 269.44
SeventyTwo Paise Thirteen Only
SOR-24-25 Page 32 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Deduct for providing and fixing 25mm thick shutters instead of 35 Rupees Four Hundred
288 10035 mm thick shutters including oil paining etc. complete. Sqm 439.82 444.22 FourtyFour Paise TwentyTwo
Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter with
wood grain raised panneled design finish shutter having extra reinforcement
on sides & edges in Gel coat finish. The core of the shutter & frame is to be filed up
with injected polyurethene foam done in situ alongwith embedded wooden Rupees Two Thousand Nineteen
289 10036 pieces for stiffening & also taking hinges & fintures. The whole FRP frame & Sqm 1999.98
Paise NinetyEight Only
shutter is to be water proof weather proof, termite proof & resistance to
mild acid/alkali. Rates are to be inclusive of S.S hinges with fastener
sleeve & alluminium fixtures & fastenings.
Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP
depress panel shutter having extra reinforcement on sides & edges in Gel
coat finish. The core of the shutter & frame is to be filed up with
injected fire retardant grade polyurethene foam done in situ alongwith
Rupees Two Thousand Three
embedded wooden pieces for stiffening & also taking hinges & fintures.
290 10037 Sqm 2354.22 2377.76 Hundred SeventySeven Paise
The whole FRP frame & shutter is to be water proof weather proof,
SeventySix Only
termite proof & resistance to mild acid/alkali. Rates are to be inclusive of
S.S hinges with necessary screws & alluminium fixtures &
fastenings & fastener sleeve.
Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP
shutter having extra reinforcement on sides & edges in polish finish.
The core of the shutter & frame is to be filed up with injected
polyurethene foam done in situ alongwith embedded wooden pieces for
Rupees Two Thousand Six
291 10038 stiffening & also taking hinges & fintures. The whole FRP frame & shutter is Sqm 2589.15
Hundred Fifteen Paise Four Only
to be water proof weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws
& alluminium S.S fixtures & fastenings & fastener sleeve.
SOR-24-25 Page 33 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing FRP of 28mm thick Fibre Glass shutter with 1.5 to
2.0 mm thick fire retardent grade FRP skin in depressed panel
design having extra reinforcement on sides & edges & in Gel coat finish.
The core of the shutter is to be filled up with injected retardent grade
polyurethane foam done in situ alongwith embedded wooden pieces for Rupees One Thousand Five
292 10039 stiffening & also taking hinges & fintures. The whole FRP frame & shutter is Sqm 1544.88 1560.33 Hundred Sixty Paise ThirtyThree
to be water proof ,weather proof, termite proof & resistance to mild Only
acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws
& alluminium S.S fixtures & fastenings & fastener sleeve.
Providing and fixing FRP of 35mm thick Fiber Glass shutter with 1.5 to
2.0 mm thick fire retardent grade FRP skin in depressed panel
design having extra reinforcement on sides & edges & in Gel coat finish.
The core of the shutter is to be filled up with injected retardent grade
Rupees One Thousand Two
polyurethane foam done in situ alongwith embedded wooden pieces for
293 10040 Sqm 1257.06 1269.63 Hundred SixtyNine Paise
stiffening & also taking hinges & fintures. The whole FRP frame & shutter is
SixtyThree Only
to be water proof ,weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws
& alluminium fixtures & fastenings.
Supply of 35mm thick Fiber Glass shutter with 1.5 to 2.0 mm thick fire
retardent grade FRP skin in wood grain rasied panel design having extra
reinforcement on sides & edges & in polish design finish. The core of the
shutter is to be filled up with injected retardent grade polyurethane
foam done in situ alongwith embedded wooden pieces for stiffening Rupees Nine Hundred EightySix
& also taking hinges & fintures. The whole shutter is to be water proof Paise ThirtyNine Only
,weather proof, termite proof & resistance to mild acid/alkali. Rates are to
be inclusive of S.S hinges with necessary screws & alluminium S.S finish
fixtures & fastenings.
SOR-24-25 Page 34 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing windown shutter of 75x30 mm size with 4mm
fully glazed panels with PVC batten main farme size having 1.5 to 2.0 mm
thick fire retardent grade FRP shutter having extra reinforcement on
sides & edges in polish finish. The core of the shutter & frame is to be
filed up with injected polyurethene foam done in situ alongwith Rupees Two Thousand Eight
295 10042 embedded wooden pieces for stiffening & also taking hinges & fintures. Sqm 2815.47 2843.62 Hundred FourtyThree Paise
The whole FRP frame & shutter is to be water proof weather proof, SixtyTwo Only
termite proof & resistance to mild acid/alkali. Rates are to be inclusive of
S.S hinges with necessary screws & alluminium S.S fixtures & fastenings &
fastener sleeve.
Providing and fixing 30mm thick FACTORY MADE SOLID PANEL
PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of
gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm for
top and bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture, M.S. frame shall be covered with 5 mm
thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and
5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on
Rupees One Thousand One
either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap
296 10043 sqm 1135.02 1146.37 Hundred FourtySix Paise
insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm
ThirtySeven Only
wide x 5mm thick PVC sheet beading on eighter side, and joined together
with solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm
width is to be stculk on the interior side of the ‘c’ channel using PVC
solvent cement adhesive etc. complete as per direction of Engineer in
charge, manufacture’s specification and drawing.
SOR-24-25 Page 35 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 30mm thick FACTORY MADE SOLID BOTH
SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame
made out of M.S. tubes of 19 gauge thickness and size of 19mm x
19mm for stiles, top and bottom rails. M.S. frame shall have a coat of
steel primer of approved makde and manufactures. M.S frame covered
with 5mm thick heat moulded prelim PVC ‘C’ channel of siz 30mm
thickness, 70 mm width of which 50mm shall be flat and 20mm shall be
tapered in 45 degree Angle on either side forming stiles, and 5mm thick,
95mm wide pream PVC sheet out of which 75mm shall be flat and
20mm shall be tapered in 45 degree on the inner side ot form top and
Rupees Two Thousand Two
bottom rail and 115mm wide prelim PVc sheet out of which 75nmm
297 10044 sqm 2214.00 2236.14 Hundred ThirtySix Paise
shall be flat and 20mm shall be tapered on both side to form lock rail,
Top, bottom and lock rails shall be provided either side of the panel.
10mm (5mm x 2) thick 20mm wide cross PVC sheet shall be
provided as gap insert for top rail and bottom rails. Panelling of
5mm thck both side prelim PVC sheet to be fittal manufacturer & a
certified copy of 3 year outdoor exposure test report from third party
test lab for the product offered shall be submitted by contractor. (A)
Class-B Type-4 Retro Reflective sheetingin based adhesive as per
manufacturers recommendation and complete as directed by the
Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE SIDE PRELAM
PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of
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 Rupees Two Thousand
298 10045 top, bttom and lock rails. Paneling of 5mm thick one side prelim sheet to be fitted in sqm 2003.00
TwentyThree Paise Three Only
the M.S. frame and sealed to the front (Prelam side) stiles and rails (which should
have a 5mm 45 degree bent portion as beading) and attached to the back
(white/lvory) stiles and rails (which should have a 10mm 90 degree bent portion as
beading) using 2 nos. 15mm wide x 5mm thick PVC sheet beading inside the
degree bent beading. All stiles, rails and beading to be joined to the panel using
solvent cement.An add
SOR-24-25 Page 36 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED SOLID
PVC DOOR SHUTTER consisting of frame made out of M.S. tube of 19m
gauge thickness and size of 19mm x 19mm for styles and 15mm x 15mm
for top, lock and bottom rails M.S. frame shall have a coat of steel primer
of approved make and manufacture, M.s. frame shall be covered with
5mm thick heat moulded PVC ‘C” channel of size 75mm x 30mm x
50mm out of which 10mm shall be bent at 90 degree towards inner
side on front face of the door forming stiles. For top rail and
bottom rail, M.S. frame shall be covered with 5mm thick, 100mm wide
PVC sheet out of whch 10mm shall be bent of 90 degree towars inner
side on front face of the door. M.S. frame at lock rail shall be covered Rupees Two Thousand
with 125 mm wide PVC sheet out of which 10mm on both the edges ThirtyThree Paise Thirteen Only
shall be bent at 90 degre on front face of the door and 75mm wide PVC
sheet shall cover the M.S. frame at top, lock and bottom rail on side of
door, 5mm thick 20mm wide cross PVC sheet as gap insert for tp
and bottom rail.PVCal manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-B Type-4 Retro
Reflective sheetingin based adhesive as per manufacturers
recommendation and complete as directed by the engineer,
SOR-24-25 Page 37 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 30mm thick factory made wire guazed solid PVC
Door shutter consisting of frame made out of M.S. tubes of 19 gauge
thickness and size of 19mm x 19mm for stiles and 15mm x 15mm
for top, lock and bottm rails, M.S. frame shall have a coat of steel
primers of approved make and manufacture, 19mm x 19mm M.S.
square tubes shall be coveed with 5mm thick head mouled PVC ‘C’
channel of size 30mm thickness, 90mm width out of which 75mm shall
be flat and 15 mm shall be bent in 90 degree angle on either side
forming stiles and 5mm thick 115mm wide PVC sheet out of which
100mm shal be flat and 15mm shal be betn in 90 degree on the
Rupees One Thousand Nine
inner side to from top and bottom rails and 130mm wide PVC sheet
300 10047 sqm 1968.00 1987.68 Hundred EightySeven Paise
out of which 100mm shal be flat and 15mm shal be bent in 90 degree
SixtyEight Only
on both side to from lock rail 10mm (5mm x 2) thick, 20mm wide
cross PVC sheet as gap insert for top rail and bottom rail, panel will be of
G.I. wire gauge of 24 gauge to be fitted in by ‘C’ channel of size
10mm x 35mm on the either side in the stal manufacturer & a certified
copy of 3 year outdoor exposure test report from third party test lab for
the product offered shall be submitted by contractor. (A) Class-B Type-
4 Retro Reflective sheetingin based adhesive as per manufacturers
recommendation and complete as directed by the engineer,
Providing and fixing 35mm thick factory made moulded door shuter
consisting of solid core single leaf flush door of 30mm thickness, lipped with
15mm (5mm x 3) thick x 30mm width on one stiles and top rail and 10mm
(5mm x 2) thick x 30mm width on the other stiles and bottom rails. The
inner panel laminated with 2mm thick termite proof, water proof and fire
Rupees Two Thousand One
resistant moulded PVC sheet with 2,4,6 raised panel design in different
301 10048 sqm 2131.00 2152.31 Hundred FiftyTwo Paise
plain and /or prelim colours on one side after routing the moulded
design on flush door and 2mm plain and/or prelim PVC sheet on other side
using rubber adhesive on flush door and solvent cement adhesive on
the PVC liping etc. complete as per direction of Engineer in
charge, manufacture’s specification and drawing.
SOR-24-25 Page 38 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 30mm thick factory made moulded door shutter
wood free consisting of frame made out of M.S. tubes of 19 gauge
thickness and size of 25mm x 25mm for stiles, top and bottom rails,
M.S. frame shall have a coat of steel primers. The inner panel shall
consist of 25mm thick High Density EPS conforming to IS 4671-1984
bonded with 2mm thick termite proof, water proof and fire resistant
moulded PVC sheet with 2,4,6 raised panel design in different plain and
/or prelim colours after routing the moulded design on one side and
Rupees One Thousand Nine
2mm plain and/or prelim PVC sheet on other side of the EPS. The edges of
302 10049 sqm 1960.00 1979.6 Hundred SeventyNine Paise Sixty
panel to be sealed with lipping of 10mm wide PVC sheet batton (made by
sticking 2 PVC rigid foam sheets of 5mm thickness using PVC solvent
cement) and stiles 25mm (5mm x 5) thick and 30mm width PVC sheet
fitted along M.S. tube for lock provision and for lock height 5mm thick
PVC sheet of size 150mm x 100mm fixed with upper and lower face of
inner side of EPS panel etc. complete as per direction of Engineeral
manufacturer & a certified copy of 3 year outdoo
Providing and fixing factory made polyvinyl chioride (PVC) door frame
of the size 50 x 47 mm with a wall thickness of 5mm, made out of
extruded 5mm rigid PVC foam sheet, mitre out of two corners and
joined with 2nos. of 150mm long brackets of 15 x 15mm M.s. Square
tubes. The two vertical door profiles are to be reinforced with 19 x
mm m.s. square tube of 19 gauge, EPDM rubber gasket weather seal
Rupees Three Hundred Eighteen
303 10050 to be provided through out the frame. The door frame shal be fixed to sqm 314.88
Paise Three Only
the wall using 65/100 mm long M.S. screws through the frame by
using PVC fasteners. A miniumum of 4 nos. os screws to be
provided for each vertical members and minium 2 nos. for horizontal
members etc. complete as per manufactures specification and
direction of Engineer in charge.
SOR-24-25 Page 39 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing of fully glazed solid PVC panel PVC door along with
solid PVC door frame. 30mm thick FACTORY MADE FULLY
GLAZED SOLID PVC DOOR SHUTTER consisting of frame made out
of M.S. tube of 19 gauge thickness and size of 19mm x 19mm for
style and 15mm x 15mm for top, lock and bottom rail. M.S. frame shall
have a coat of steel primer of approved make and manufacture. M.S.
frame shall be covered with 5 mm thick heat mouled PVC ‘C” channel of
size 75mm x 30mm x 50mm out of whch 10mm shall be bent at 90 Rupees One Thousand Eight
304 10051 degree towards inner side on front face of the door. M.S. frame at lock sqm 1880.67 1899.48 Hundred NinetyNine Paise
rail shall be covered with 125 mm wide PVC sheet out of which 0mm on FourtyEight Only
both the edges shall be bent at 90 degree on front face of the door
and 7mm wide PVC sheet shall cover the M.S. frame at top, lock and
bottom rail on back side of door, 5 mm thick 20mm wide cross PVC
sheet as gap insert for top and bottom rail. PVC sheet beading of 15mm
thick (5mm x3) 15mm wide to be stuck internally with solvent cement
adhesive in stiles and rails.
Providing and fixing complete sliding shutter solid PVC window
25mm thick factory made glazed solid PVC window shutter
consisting of frame made out of M.S. tube of 19 gauge of size 15 x
15mm for styles top, bottom rail. M.S. frame shall have a coat of steel
primer of approved make and manufacture, M.S. frame shall be covered
with 4mm thick heat mouled PVC ‘C’ channel of size 58mm x
25mm x 38 mm out of which 8mm shall be bent at 90 degree towards
inner side on front face of the window shutter forming stiles. For top rail
and bottom rails, M>S. frame shall be covered with 4mm thick, 58mm
Rupees Two Thousand Six
wide PVC sheet out of which 8mm shall be bent at 90 degree towards
305 10052 sqm 2576.85 2602.62 Hundred Two Paise SixtyTwo
inner side on front face and 38mm wide PVC sheet shall cover the M.S.
frame at top and bottom rail on back side of window shutter, 4mm
thick 15mm wide cross PVC sheet as gap insert for top and bottom rail.
PVC sheet beading of 8mm thick (4mm x 2) to be stuck internally with
solvent cement adhesive in top and bottom rails. Glass panel will
be fitted externally inal manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A) Class-B Type-4
Retro Reflective sheetingin based adhesive as per
SOR-24-25 Page 40 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra rate for using polyester fiber (12mm) with triangular of
equivalent cross section with specific gravity 1.35 to 1.40 (as a 1 Packet of Rupees TwentySix Paise
secondary reinforcement) in concrete of any grade at the rate of 125 gms 125 gms TwentySix Only
per 50 kg of Cement consumption.
Extra rate for using polyester fiber (6mm) with triangular cross of
equivalent section with specific gravity 1.35 to 1.40 (as a secondary 1 Packet of Rupees TwentySix Paise
reinforcement) in mortar of any grade at the rate of 125 gms per 50 kg of 125 gms TwentySix Only
cement consumption.
Providing fusion bonded Epoxy coating not less than 175 micron
Rupees Ten Thousand One
thickness and up to 300 micron to reinforcement bars as per IS-13620-
308 10064A M.T 10062 10162.62 Hundred SixtyTwo Paise
1993/ASTM-775 M including testing of coating at plant and all taxes (A)
10mm to 16mm dia bar
Providing fusion bonded Epoxy coating not less than 175 micron
Rupees Seven Thousand Two
thickness and up to 300 micron to reinforcement bars as per IS-13620-
309 10064B M.T 7224 7296.24 Hundred NinetySix Paise
1993/ASTM-775 M including testing of coating at plant and all taxes (B)
TwentyFour Only
20mm to 32 mm dia bar
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of red lead paint.
Rupees Nine Thousand One
(A)In beams and joists, channels angles Tees, flats, with connecting plates or
310 11002AA quint 9018.3 9108.48 Hundred Eight Paise FourtyEight
angle cleats as in main and cross beams. Hip and jack rafters, purlins
conneted to common rafters and
Steel work, welded in built up sections framed work including cutting,
Rupees Nine Thousand Four
hoisting, fixing in position and applying a priming coat of red lead paint. (D)
311 11002DA quint 9354.52 9448.07 Hundred FourtyEight Paise
In trussses and trussed purlins, upto 25 M. span and 15 M. ovarall height.
Providing and fixing in position collapsible steel shutters with vertical
channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size
Rupees Six Thousand Two
with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,
312 11003A quint 6159.59 6221.19 Hundred TwentyOne Paise
steel pulleys complete with bolts, nuts, locking arrangements,
stoppers handles including applying a priming coat of red lead paint.
SOR-24-25 Page 41 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 1mm thick M.S. sheet sliding shutters with
frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm
Rupees Three Thousand Eight
M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 x 40 x
313 11004A Sqm 3786.34 3824.2 Hundred TwentyFour Paise
6mm angle and T-iron guide rail at top and bottom respactively with
handles, stoppers and locking agangement etc, including applying a
priming coat of red lead paint.
Providing and fixing rolling shutters of approved make made of 80 mm wide
M.S. laths inter-locked together through their entire length and jointed
together at the ends by end locks mounted on specially designed pipe shaft Rupees Three Thousand Five
314 11005A with bracket plates, guide channels and arragements for inside and Sqm 3519.21 3554.4 Hundred FiftyFour Paise Fourty
outside locking with push-pull operation including the cost of hood cover Only
and spring etc. complete.(A) Shutters having width below 3.5 M.
Providing and fixing rolling shutters of approved make made of 80 mm
wide M.S. laths inter-locked together through their entire length and
jointed together at the ends by end locks mounted on specially designed Rupees Four Thousand Five
315 11005B pipe shaft with bracket plates, guide channels and arragements for Sqm 4501 4546.01 Hundred FourtySix Paise One
inside and outside locking with push-pull operation including the cost Only
of hood cover and spring etc. complete. (B) Shutters having width 3.5 M.
Providing and fixing rolling shutters of approved make made of 80 mm wide
M.S. laths inter-locked together through their entire length and jointed
together at the ends by end locks mounted on specially designed pipe shaft Rupees Two Thousand Seven
316 11006A with bracket plates, guide channels and arrangements for inside and Sqm 2768.9 2796.59 Hundred NinetySix Paise
outside locking with push-pull operation complete but excluding the cost FiftyNine Only
of hood cover and spring. (A) Shutters having width below 3.5.M.
Providing and fixing rolling shutters of approved make made of 80 mm wide
M.S. laths inter-locked together through their entire length and jointed
together at the ends by end locks mounted on specially designed pipe shaft Rupees Three Thousand Seven
317 11006B with bracket plates, guide channels and arrangements for inside and Sqm 3747.07 3784.54 Hundred EightyFour Paise
outside locking with push-pull operation complete but excluding the cost FiftyFour Only
of hood cover and spring. (B) Shutters having width above 3.5 M.
SOR-24-25 Page 42 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 27.5 cm. long wire spring grade No.2 of approved
Rupees Six Hundred ThirtySeven
318 11007 make for rolling shutters. Each 630.91
Paise TwentyTwo Only
Providing and fixing Hood cover for rolling shutters (A) Shutters Rupees One Hundred
319 11008A having width below 3.5 meters Rmt 120.03 121.23 TwentyOne Paise TwentyThree
Providing and fixing Hood cover for rolling shutters (B) Shutters having
Rupees One Hundred TwentySix
320 11008B width 3.5 meters and above Rmt 125.47
Paise SeventyTwo Only
Fixing standard steel Doors, windows and ventilatos inwalls with 16 x
3.15 mm longs 10 cm. long embeded in Cement Concrete block 15 x Rupees Two Hundred
321 11009 10 x 10 of 1:3:6 (1- Cement : 3-coarse sand : 6-graded stone aggregate of Sqm 247.2 249.67 FourtyNine Paise SixtySeven
20mm size ) cost for supply of door/ window/ ventilators shall be paid Only
Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to
shape with hooked ends to R.C.C. slabs curing, laying including painting Rupees One Hundred ThirtySix
the exposed portion of loops, all as per standard design complete. Paise SeventyFive Only
Extra over rate of item 20 for providing and fixing M.S. fan clamps type-II
323 11011 as per standard design in R.C.C. beams during laying towards Cm Height 1.49 1.5 Rupee One Paise Fifty Only
additional height of the clamp due to beam rib.
Providing and fixing M.S. round holding down or anchor bolts with
324 11012 Kg 55.05 55.6 Rupees FiftyFive Paise Sixty Only
nuts and washer plates complete.
Providing and fixing EZ-7 section door/window frame including Rupees Two Thousand Three
325 11013 welding and fixtures fastenings including 3 coats of approved enamel oil Sqm 2294.19 2317.13 Hundred Seventeen Paise
paint etc complete. Thirteen Only
SOR-24-25 Page 43 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing window having extruded aluminum Colour anodized
section frame main outer size 127mm x 38.10mm x 1.35mm @wt.
1.384kg/m, horizontal Four track member size 122.20mm x 31.75mm x
1.10mm@ wt 1.205 kg/m, vertical member of size 122.20mm x
31.75mm x 1.50mm @1.398 kg/mt with sliding shutters of horizontal Rupees Two Thousand One
326 11026 member size 40mm x 18mm x 1.29mm@ 0.456kg/mt ,vertical Sqm 2119.14 2140.33 Hundred Fourty Paise
member of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt with 5 mm ThirtyThree Only
thick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass fixing to
frame as per details etc complete for window.
Providing and fixing window having extruded aluminum Colour anodized
section frame main outer size 95mm x 24mm x 1.17mm @ wt.of
Kg/mt , horizontal Three track member size 92mm x 31.75mm x 1.30mm,@
Wt.1.07 Kg/mt , vertical member of size 92mm x 31.75mm x 1.50mm @
Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 Rupees One Thousand Five
327 11027 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size Sqm 1568.27 1583.95 Hundred EightyThree Paise
40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm thick NinetyFive Only
transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass fixing to
frame as per details etc
Providing and fixing window having extruded aluminum Colour anodized
section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg /
Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm
@ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x
1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member
Rupees One Thousand Seven
size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of
328 11028 Sqm 1696.73 1713.7 Hundred Thirteen Paise Seventy
size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt.
Kg/mt with 5 mm thick transparent bronze colour tinted float glass
with powder coated aluminum fittings and fixtures and transparent
silicon sealant glass fixing to frame as per details etc complete for
SOR-24-25 Page 44 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing standared extruded of alluminium section of
size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour
Rupees One Thousand Three
anodized alluminium frame with 5 mm thick transparent bronze colour
329 11029 Sqm 1288.93 1301.82 Hundred One Paise EightyTwo
tinted float glass with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as details etc complete
Providing and fixing standared extruded of alluminium section of
Rupees One Thousand One
size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour
330 11030 Sqm 1163.92 1175.56 Hundred SeventyFive Paise
anodized alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
Providing and fixing standared extruded of alluminium section of
size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour
Rupees One Thousand Five
331 11031 anodized alluminium frame with 5 mm thick transparent bronze Sqm 1509.9
Hundred TwentyFive Only
colour tinted float glass as details etc complete for Fix window.
Providing and fixing extruded aluminum window having
extruded aluminum Colour Powder Coated section frame main outer
size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt, horizontal
Four track member size 122.20mm x 31.75mm x 1.10mm @ Wt.
1.205 Kg/mt,vertical member of size 122.20mm x 31.75mm x
Rupees Two Thousand One
1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal
332 11032 Sqm 2119.14 2140.33 Hundred Fourty Paise
member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical
ThirtyThree Only
member of size 40mm x 18mm x 1.29mm @ wt.of
0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted
float glass with powder coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame as per details etc
complete for window.
SOR-24-25 Page 45 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing window having extruded aluminum Colour Powder
Coated section frame main outer size 95mm x 24mm x 1.17mm @
wt.of 0.738 Kg/mt, horizontal Three track member size 92mm x
31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical member of size 92mm x
31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt with sliding shutters of horizontal Rupees One Thousand Five
333 11033 member size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical Sqm 1576.11 1591.87 Hundred NinetyOne Paise
member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt with EightySeven Only
5 mm thick transparent bronze colour tinted float glass with powder
coated aluminum fittings and fixtures and transparent silicon sealant
glass fixing to frame as per details etc
Providing and fixing window having extruded aluminum Colour Powder
Coated section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt
1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x
1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x
31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of Rupees One Thousand Seven
334 11034 horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, Sqm 1688.78 1705.67 Hundred Five Paise SixtySeven
vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt Only
with 5 mm thick transparent bronze colour tinted float glass with
powder coated aluminum fittings and fixtures and transparent silicon
sealant glass fixing to frame as per details etc complete for window
Providing and fixing standared extruded of alluminium section of
size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with colour
Rupees One Thousand Two
Powder Coated alluminium frame with 5 mm thick transparent
335 11035 Sqm 1278.03 1290.81 Hundred Ninety Paise EightyOne
bronze colour tinted float glass with colour anodized alluminium
frame for ventilation with 5 mm thick frosted glass as details etc
complete for. window
Providing and fixing standared extruded of alluminium section of
Rupees One Thousand One
size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour
336 11036 Sqm 1163.92 1175.56 Hundred SeventyFive Paise
Powder Coated alluminium frame for ventilation with 5 mm thick
frosted glass as details etc complete for Ventilation
SOR-24-25 Page 46 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing standared extruded of alluminium section of
size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with colour Rupees One Thousand Eight
337 11037 Powder Coated alluminium frame with 5 mm thick transparent bronze Sqm 1815.14 1833.29 Hundred ThirtyThree Paise
colour tinted float glass as details etc complete for Fix window. TwentyNine Only
Fixing Metallic tower bolts of sizes with necessary screws etc. complete Rupees FiftyTwo Paise
(Tower bolts and screws to be paid under separate items) SixtySeven Only
Fixing Metallic flush bolts of sizes with necessary screws etc. complete
339 12002 Each 10.5 10.61 Rupees Ten Paise SixtyOne Only
(Flush bolts and screws to be paid under separate items)
Fixing metallic or plastic door handles of sizes with necessary screws
Rupees Three Paise NinetyFour
340 12003 etc. complete (Door haldles and screws to be paid under separate items). Each 3.9
Fixing metallic gate and shutter hooks and eyes of size (Hoks and eyes to Rupees Three Paise NinetyFour
be paid under seperate items) Only
Fixing metallic door latches of sizes with necessary screws etc. complete
342 12005 (Door latches and screws to be paid under separate items) Each 6.96 7.03 Rupees Seven Paise Three Only
Fixing metallic mortice night latches with necassary screws including
making necessary holes in wooden door shutter etc. complete (Mortice Rupees NinetyNine Paise
night latches and screw to be paid under separate items) FiftyFour Only
Fixing metallic ball catchers 10mm dia. (Ball catchers to be paid under Rupees Eight Paise TwentyOne
separate item) Only
Fixing metallic casement window fasteners with necessary screws etc.
Rupees Six Paise ThirtyFour
345 12008 complete (casement window fasteners and screws to be paid under Each 6.28
separate items)
Fixing metallic casement stays of size with necessary screws etc.
Rupees Six Paise ThirtyFour
346 12009 complete (casement stays and screws to be paid under separate items) Each 6.28
Fixing metallic cup board or wardrobe locks of sizes with necessary
Rupees NinetyNine Paise
347 12010 screws etc.complete (Locks and screws to be paid separately) Each 98.55
Fixing metallic or plastic cupboard or handrobe knobs of sizes with
Rupees Eight Paise TwentyOne
348 12011 necessary screws/ bolts etc. complete (knobs and screws / bolts to be Each 8.13
paid separately)
SOR-24-25 Page 47 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Fixing metallic floor door stoppers of sizes with rubber cushion screws
Rupees Four Paise FourtyFive
349 12012 etc. to suit shutter thickeness complete (Floor door stopper with rubber Each 4.41
cushion and screws to be paid under separate items)
Fixing metallic door handles or knobs for mortice locks with necessary
Rupees Three Paise NinetyFour
350 12013 screws etc. complete (Door handles /knobs and screws to be paid Each 3.9
Providing and fixing sheet glass, selected quality (Type-C) bedded in
Rupees One Thousand One
putty and fixed with wooden beading including the cost of wooden
351 13001A Sqm 1183.8 1195.64 Hundred NinetyFive Paise
beadings of first class teakwood and necessary cutting of glass. (1) 5 mm
Providing and fixing sheet glass, selected quality (Type-C) bedded in
Rupees One Thousand Two
putty and fixed with wooden beading including the cost of wooden
352 13001B Sqm 1212.71 1224.84 Hundred TwentyFour Paise
beadings of first class teakwood and necessary cutting of glass. (2) 6 mm
EightyFour Only
Providing and fixing rough cast wired glass, 6mm thick bedded in putty
and fixed with wooden beading including the cost of wooden beadings of Rupees Five Hundred SixtyFour
Indian teak wood and necessary cutting of glass. (C) Wired - figured Paise EightyFive Only
Providing and fixing sheet glass ordinary quality bedded in putty and
Rupees One Thousand One
fixed with wooden beadings including the cost of wooden beadings of
354 13003A Sqm 1185.19 1197.04 Hundred NinetySeven Paise Four
first-class teak wood and necessary cutting of glass. (3) 3mm thick
Providing and fixing sheet glass ordinary quality bedded in putty and
Rupees One Thousand Two
fixed with wooden beadings including the cost of wooden beadings of
355 13003B Sqm 1207.2 1219.27 Hundred Nineteen Paise
first-class teak wood and necessary cutting of glass. (4) 4mm thick
TwentySeven Only
Extra for using ground glass (frosted or obscured on one side) instead of Rupees ThirtyEight Paise
plain glass. TwentyNine Only
Deduct for difference in cost of meterials and labour involved in method
Rupees Four Hundred
357 13005 of glazing if changed in item No. 13 (A) Front and back puttied and Sqm 471.74
SeventySix Paise FourtySix Only
sprigged or fixed with glazing pins
Grinding, Polishing and rounding of edges of glass or glazing sheets. Rupees Twenty Paise
EightyEight Only
SOR-24-25 Page 48 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying chequered terrazo tiles 22mm thick with marble
chips of sizes upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5
(1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 -cement :6 - coarse sand) Rupees Eight Hundred Seven
jointed with neat cement slurry mixed with pigment to match the shade of Paise Fifteen Only
the tiles including rubbing and polishing complete. (A) Light shades using
Providing and laying chequered terrazo tiles 22mm thick with marble
chips of sizes upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5
(1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 - cement : 6 - coarse Rupees Seven Hundred
360 14006BA sand) jointed with neat cement slurry mixed with pigment to match Sqm 780.54 788.35 EightyEight Paise ThirtyFive
the shade of the tiles including rubbing and polishing complete. (B) Dark Only
shades using ordinary cement
Providing and laying chequered terrazo tiles 28mm thick with
marble chips of sizes upto 6mm in treads of stairs and staircases in
12mm thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse
Rupees Seven Hundred
361 14007AA sand) or C.M. 1:6 (1- cement : 6- coarse sand) jointed with neat Sqm 775.45
EightyThree Paise Twenty Only
cement slurry mixed with pigment to match the shade of tiles including
rubbing and polishing complete. (A) Light shades using white
Providing and laying chequered terrazo tiles 28mm thick with marble
chips of sizes upto 6mm in treads of stairs and staircases in 12mm
thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse sand) or C.M. 1:6 Rupees Seven Hundred
jointed with neat cement slurry mixed with pigment to match the shade NinetyFive Paise Eighteen Only
of tiles including rubbing and polishing complete. (B) Dark shades using
ordinary cement
Providing and laying white glazed tiles 6mm thick in flooring treads of
steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- Rupees Nine Hundred SixtyFour
cement : 3-coarse sand) finishing with flush pointing in white cement. Paise FourtyEight Only
Providing and laying Ceramic tiles 6mm thick in flooring treads of
steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- Rupees One Thousand Seventeen
cement : 3-coarse sand) finishing with flush pointing in white cement. Paise Thirty Only
SOR-24-25 Page 49 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring
Rupees One Thousand One
treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3
365 14008CA Sqm 1109.27 1120.36 Hundred Twenty Paise ThirtySix
(1-cement : 3 coarse sand ) finishing with flush pointing in white cement.
Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in flooring
Rupees One Thousand Five
treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3
366 14008DA Sqm 1516.65 1531.82 Hundred ThirtyOne Paise
(1-cement : 3 coarse sand ) finishing with flush pointing in white cement.
Providing and laying white glazed tiles 6mm thick in skrting risers
Rupees One Thousand Seventeen
367 14009AA of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Sqm 1007.41
Paise FourtyEight Only
coarse sand) and jointed with white cement slurry
Providing and layingCeramic tiles 6mm thick in skrting risers of steps
Rupees One Thousand Seventy
368 14009BA and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) Sqm 1059.9
Paise Fifty Only
and jointed with white cement slurry
Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in Rupees One Thousand One
369 14009CA skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1- Sqm 1183.19 1195.02 Hundred NinetyFive Paise Two
cement : 3-coarse sand) and jointed with white cement slurry Only
Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of Rupees One Thousand Five
370 14009DA steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Sqm 1576.63 1592.40 Hundred NinetyTwo Paise
coarse sand) and jointed with white cement slurry Fourty Only
Providing and fixing 50mm internal or external angles of glazed tiles Rupees One Hundred Eighteen
Paise NinetyEight Only
Providing and laying marble stone slab flooring over 20mm
(average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. Rupees Two Thousand Two
372 14011A 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with gray Sqm 2267.88 2290.56 Hundred Ninety Paise FiftySix
cement slurry including rubbing and polishing complete. (A) Marble slab Only
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or
L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed Rupees One Thousand Nineteen
with grey cement slurry mixed with pigment to match the shade of Paise ThirtyNine Only
slab including rubbing and polishing etc. complete. (A) 25mm thick
SOR-24-25 Page 50 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying polished Kota stone slab flooring over 20mm (Average)
Rupees One Thousand One
thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5
374 14012BA Sqm 1110.69 1121.80 Hundred TwentyOne Paise
laid over and jointed with grey cement slurry including rubbing and polishing
etc. complete. (B) 30 mm thick
Providing and laying polished kota stone slab 25mm thick in risers of
steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3
Rupees One Thousand Two
375 14013A (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with Sqm 1193.66
Hundred Five Paise Sixty Only
pigment to match the shade of slab including rubbing and polishing etc.
Providing and laying rough chiseled dressed stone flooring over 20mm
average thick base of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M.
Rupees Five Hundred SeventySix
376 14014AA 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement Sqm 571.08
Paise SeventyNine Only
mortar 1:2 (1-cement : 2- stone dust) etc. complete. (A) 25mm thick
Providing and laying rough chiseled dressed stone flooring over 20mm thick
Rupees Six Hundred
base of cement mortar 1:5 (1-Cement : 5-coarse sand) or L.M. 1:1.5
377 14014BA Sqm 637.2 643.57 FourtyThree Paise FiftySeven
including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc.
complete. (B) 40mm thick
Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-
coarse sand : 4- graded stone aggregate 20mm nominal size) laid in one Rupees Three Hundred Four
layer and finished with a floating coat of neat cement. (A) 40mm thick. Paise ThirtyNine Only
Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-
coarse sand : 4- graded stone aggregate 20mm nominal size) laid in one Rupees Three Hundred FiftyFive
layer and finished with a floating coat of neat cement. (B) 50mm thick. Paise SixtyNine Only
Providing and laying cement concrete pavement (25mm to 50mm
Rupees Four Thousand Four
thick) with 1:2:4 (1-cement : 2-coarse sand : 4-stone aggregate 20mm
380 14016A cu.m 4406.52 4450.59 Hundred Fifty Paise FiftyNine
nominal size) including finishing with floating coat of neat cement
SOR-24-25 Page 51 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and laying precast cement concrete tiles 20mm thick with
aggregate of sizes upto 6mm laid on floors, treads of steps and landing on
20mm thick bed of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. Rupees Five Hundred
381 14017A 1:1.5 (1 - Lime putty : 1.5 - coarse sand) jointed with neat cement slurry with Sqm 523.02 528.25 TwentyEight Paise TwentyFive
pigment to match the shade of tiles complete with precast tiles of (C) Dark Only
shades using ordinary cement
Providing and laying chequered precast cement concrete tiles 22mm
thick with aggegate of sizes upto 6mm in floors, treads of steps and
Rupees Five Hundred FourtyFive
382 14018AA landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1- Sqm 540.36
Paise SeventySix Only
Lime putty : 1.5 coarse sand) joint with neat cement slurry with pigments to
match the shade of the tiles.
Extra for rubbing & polishing the precast c.c. tiles for flooring sketing deta.
Rupees One Hundred FiftyEight
Paise SixtyNine Only
Providing and laying brick on edge flooring laid dry grouted with c.M.
Rupees Five Hundred EightyNine
384 14019A 1:6 (1 - Cement : 6 - coarse sand) including finishing the joints flush curing Sqm 583.93
Paise SeventySeven Only
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new
Rupees One Thousand Four
surface or fixing on existing flooring by adhesive material including
385 14020A Sqm 1458.33 1472.91 Hundred SeventyTwo Paise
dismentaling of existing flooring and jointed with color cement slurry
including finised with flush pointing & cleaning the surface etc. complete
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new
Rupees One Thousand Four
surface or fixing on existing flooring by adhesive material including
386 14021A Sqm 1458.33 1472.91 Hundred SeventyTwo Paise
dismentaling of existing flooring and jointed with color cement slurry
including finised with flush pointing & cleaning the surface etc. complete
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm
(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new
Rupees One Thousand Five
surface or fixing on existing flooring by adhesive material including
387 14022A Sqm 1506.88 1521.95 Hundred TwentyOne Paise
dismentaling of existing flooring and jointed with color cement slurry
NinetyFive Only
including finised with flush pointing & cleaning the surface etc. complete
for light shade
SOR-24-25 Page 52 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing pre-cast concrete kerb stone of gray cement based
concrete block 30cm length,30cm height and 15cm thick of M200
Rupees Four Hundred Thirteen
388 14023A grade concret as per approved design and including excavation for fixing in Rmt 409.74
Paise EightyFour Only
proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc
Providing and fixing pre-cast concrete kerb stone of gray cement based
concrete block 30cm length,30cm height and 15cm thick of M250 Rupees Three Hundred
389 14032 grade concret as per approved design and including excavation for fixing in Rmt 371.21 374.92 SeventyFour Paise NinetyTwo
proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc Only
Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete
block 60mm thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as per approved design Rupees Seven Hundred Seven
Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling Paise FiftyFive Only
and filling the joint with sand in proper line and level as per guidlines of
IRC : SP 63-2018 etc. Complete.
Providing and laying broken chine mosaic flooring for terrace using
12 mm to 20 mm broken pieces of glazed tiles to be laid over cement
mortar 1:3 to plain or slope and to be tempered to bring mortar creme Rupees Seven Hundred
out upto surface using white cement including rounding off junctions SeventyNine Paise Seventy Only
and extending them upto 15 cm along the wall,clearing with water and
oxalic acid etc. as directed.
Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x
Rupees One Thousand Five
mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on
392 14036 Sqm 1508.58 1523.67 Hundred TwentyThree Paise
mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with
SixtySeven Only
white cement slurry.
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron
J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet
Rupees Seven Hundred
393 15001A washer or G.I. limpet washer. filled with white lead complete excluding Sqm 726.92
ThirtyFour Paise Nineteen Only
the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.
Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed
Rupees Six Hundred SixtyFour
394 15002A with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and itumen washer Sqm 658.12
Paise Seventy Only
complete. (1) 0.80 mm thick sheet.
SOR-24-25 Page 53 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed
Rupees One Thousand
with G.I. J or L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts
395 15003A Sqm 1067.78 1078.46 SeventyEight Paise FourtySix
and nuts 8mm dia G.I. Limpet and bitumen washers complete.
Providing and fixing 150mm wide 450mm over all semicircular plain
G.I.sheet class 3 gutter with Iron brackets 40mm x 3mm size Bolts, Nuts, Rupees Five Hundred EightyOne
washers etc. including making necessary connection with rain water pipes. Paise ThirtyTwo Only
(i) 0.80 mm thick Sheet.
Filling cement concrete 1:2:4 (1- Cement :2-coarse sand :4-
Rupees TwentyThree Paise
397 15007 graded stone aggregate 12.5 mm nominal size) in gaps of A.C. sheet Rmt 23.39
corrugation and wings of ridges.
Providing and fixing tiles roofing with manglore tiles including teak Rupees Two Hundred Eighty
reepers of sizes 50mm x 25mm. Paise FourtyFive Only
Providing and fixing five courses water profing treatment with bitumen
felt consisting of second and fourth course of blown / bitumen or/ and
residual bitumen applied hot at 1.2 kg.per Sq.M.of area for each
course and first course with fibre base bitunen saturated under lay type
Rupees Four Hundred
399 15011A land third course with fibre base self finished felt type 2 grade 1 and fifth Sqm 478.33
EightyThree Paise Eleven Only
and final course of stone grit 6mm and down size or pea sizes gravel
spread at 0.008 Cu. Metre / Sq. metre including preparation of surface
excluding grading complete.
Providing and fixing on wall face C.I. Rain water pipe including
filling the joints with spun yarn soaked in neat cement slurry and Rupees Two Hundred NinetyFive
cement mortar 1:2 (1- Cement : 2-fine sand) (A) 75 mm dia. Paise Eighty Only
Providing and fixing M.S Holder bat clamps of approved design to
C.I. or S.C.I. pipes embedded in and including cement concrete
blocks 100mm x 100mm x 100mm. size of 1:2:4 ( 1-Cement : 2- Rupees One Hundred TwentySix
coarse sand :4- graded stone aggregate of 20mm nominal size ) and Paise FiftyFour Only
cutting holes and making good the wall etc, complete. (A) 75mm dia.
Providing and fixing and embedding sand, C.I. rain water pipes in
Rupees Three Hundred Fifteen
402 15014 the masonry surrounded with 12mm thick cement mortar of the same Rmt 312.41
Paise FiftyThree Only
mix as that of masonry. (A) 75 mm dia pipe.
SOR-24-25 Page 54 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing for wall plugs and standard holder bat clamps
Rupees SeventyFour Paise
403 15016A comprising of two semicircular haves of flat iron and cast iron base Each 73.49
screwed on wooden plugs. (B) 80 mm dia.
Providing and fixing for wall plugs and standard holder bat clamps
Rupees EightyFour Paise
404 15016B comprising of two semicircular haves of flat iron and cast iron base Each 83.48
screwed on wooden plugs. (C) 100 mm dia.
Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall
Rupees One Thousand Four
roofing sheet fixed with hilti screw and rubber silicon sealer and alluminium
405 15019 Sqm 1427.62 1441.90 Hundred FourtyOne Paise Ninety
strip of size 50 x 3 mm etc complete as directed by Engineer in charge.
Providing and fixing wooden planks ceiling with tounged and grooved
jointing and wood screws (frame work and cover fillings to be Rupees One Thousand FourtySix
measured and laid for separately) (A) Indian Teak wood (i) 12mm Paise ThirtyThree Only
Providing and fixing wooden planks ceiling with tounged and grooved
Rupees One Thousand Five
jointing and wood screws (frame work and cover fillings to be
407 16001BA Sqm 1511.55 1526.67 Hundred TwentySix Paise
measured and laid for separately) (A) Indian Teak wood (ii) 20mm
SixtySeven Only
Providing and fixing wooden planks ceiling with tounged and grooved
Rupees One Thousand Eight
jointing and wood screws (frame work and cover fillings to be
408 16001CA Sqm 1815.23 1833.38 Hundred ThirtyThree Paise
measured and laid for separately) (A) Indian Teak wood (iii) 25mm
ThirtyEight Only
Deduct for butt jointing in place of touged and grooved type joint in item Rupees Fourty Paise Seventy
Providing and fixing fibre insulations board lining with butt jointing Rupees Two Hundred
410 16003A and Nails (frame worked cover fillets to be measured and paid for Sqm 271.77 274.49 SeventyFour Paise FourtyNine
separately) (i) 12mm thick Only
Providing and fixing fibre insulations board lining with butt jointing
Rupees Three Hundred SixtyTwo
411 16003B and Nails (frame worked cover fillets to be measured and paid for Sqm 359.11
Paise Seventy Only
separately) (ii) 18mm thick
Providing and fixing fibre insulations board lining with butt jointing
Rupees Four Hundred
412 16003C and Nails (frame worked cover fillets to be measured and paid for Sqm 439.17
FourtyThree Paise FiftySix Only
separately) (iii) 25mm thick
Providing and playwood lining with but jointed and nails (frame work and
Rupees Three Hundred Seven
413 16004A cover fillets to be measured and paid for separately) (i) 6mm thick ply. Sqm 304.41
Paise FourtyFive Only
SOR-24-25 Page 55 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and playwood lining with but jointed and nails (frame work and
Rupees Four Hundred Ten Paise
414 16004B cover fillets to be measured and paid for separately) (ii) 9mm thick ply. Sqm 406.72
SeventyNine Only
Providing and fixing eco-friendly light weight calcium silicate false
ceiling tiles having Tegular edge & 15 mm Thick Densified edges on
the Tile Periphery for Extra Strength The Light weight calcium
silicate ceiling tiles shall have , light reflection 85% non-combustible
as per B.S. 476 part IV, 100% humidity resistance and also having
thermal conductivity0.043° w/m KC.for the best thermal
Insulation . The Light weight calcium Silicate tile shall be of approved
texture Fine fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe
having NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to
be laid on true horizontal level suspended inter locking metal grid
Rupees One Thousand Six
of hot dipped galvanized steel sections (galvanizing @120 grams
415 16006 Sqm 1657.57 1674.15 Hundred SeventyFour Paise
per sqm including both side) consisting of main ‘T’ runner suitably
spaced at joints to get required length and size of 24X38mm made from
0.30 mm thick (minimum) sheet, 1200mm centre to centre, and cross ‘T’
of size 24X28mm made out of 0.33mm (Minimum) sheet spaced
1200mm along spaceal manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-B Type-4 Retro
Reflective sheeting in based adhesive as per manufacturers
recommendation and complete as directed by the engineer,
Pro. And fixing single layer water proof gypsum board 12.5 mm
thick sections using water proof board of size 1220 mm x 1830 mm x
8.0 mm suspended by GI suspender channel of size 25 mm x 3 mm
with intermediate channel og size 18 mm x 40 mm x 0.8 mm at
mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at
Rupees Six Hundred Six Paise
416 16007 457 mm c/c and perimeter channel A of size 20 mm x 27 mm x 30 mm x Sqm 600.94
NinetyFive Only
0.5 mm at edges & drops incl.paper tap sand sofit cleat, anchor
fastener, scoch bolt connecting cleat, joining compound top coat
on ceiling incl.making necy. opening for light fitting,diffuser etc. comp.
as per detail drawing as directed
SOR-24-25 Page 56 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and Rupees One Hundred Fifty Paise
finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) SixtySeven Only
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and Rupees One Hundred ThirtyFive
finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4- Paise FourtyFour Only
Providing 10mm thick cement plaster in single coat on
brick/concrete walls for interior plastering upto floor two level and Rupees One Hundred Twenty
finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6- Paise TwentyTwo Only
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering upto floor Rupees Two Hundred One Paise
two level and finished even and smooth in (i) Cement mortar 1:3 (1- SeventyNine Only
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering upto floor Rupees One Hundred
two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement SeventyNine Paise FiftySix Only
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering upto floor Rupees One Hundred FiftySix
two level and finished even and smooth in (iii) Cement mortar 1:6 (1- Paise EightyTwo Only
Providing 20mm thick cement plaster in single coat on single or half
brick walls for interior plastering upto floor two level and finished Rupees Two Hundred FiftyEight
even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) Paise TwentyThree Only
Providing 20mm thick cement plaster in single coat on single or half
brick walls for interior plastering upto floor two level and finished Rupees Two Hundred
even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) TwentyNine Paise Fifteen Only
Providing 20mm thick cement plaster in single coat on single or half
brick walls for interior plastering upto floor two level and finished Rupees One Hundred
even and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand) NinetyEight Paise ThirtySix Only
SOR-24-25 Page 57 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra over items 58 to 64 for finishing with a floating coat of neat cement Rupees FiftyOne Paise
slurry. EightyTwo Only
(A) Extra over items 58 to 67 for providing and mixing water proofing Per bag of
Rupees FourtyNine Paise
427 17005 materials in cement mortar in proportion recommended by the 50Kg of 48.77
manufacturer. Cement
Extra over items 58 to 71 for plastering on ceilings and sofits of stairs Rupees TwentySix Paise
upto floor two level instead of plastering on walls. SixtySeven Only
Extra over items 1 to 69, 71 to 87 and 90 for interior plastering above
Sqm x No. Rupees TwentyFour Paise
429 17007A floor two level for every additional storey height. (1) Single coat plaster 24.22
of storey FourtySix Only
Extra over items 1 to 69, 71 to 87 and 90 for interior plastering above
Sqm x No. Rupees TwentySeven Paise
430 17007B floor two level for every additional storey height.(2) Two coat plaster 27.61
of storey EightyNine Only
Extra over items 1 to 69, 71 to 87 and 90 for interior plastering above floor
Sqm x No. of Rupees Four Paise NinetySeven
431 17007C two level for every additional storey height. (3) Floating coat of neat cement 4.92
Extra over item 91 for plastering on ceiling and soffits of stairs Rupees TwentyTwo Paise
above floor two level for every additional storey height. FourtyOne Only
20mm thick sand faced cement plaster on walls upto height
Rupees Three Hundred
metres above ground level consisting of 12mm thick backing coat of
433 17009 Sqm 350.48 353.98 FiftyThree Paise NinetyEight
C.M. 1:3 (1-cement : 3- sand) and 8mm thick finishing coat of C.M. 1:1 (1-
cement : 1-sand) etc. complete.
Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse Rupees One Hundred Three
sand) (A) Flush pointing Paise FourtySeven Only
Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse Rupees One Hundred Six Paise
sand) (B) Ruled pointing FiftyFour Only
Pointing on brickwork with cement mortar 1:4 (1-cement : 4-coarse Rupees NinetyNine Paise Two
sand)(A) Flush pointing Only
Pointing on brickwork with cement mortar 1:4 (1-cement : 4-coarse Rupees One Hundred One Paise
sand) (B) Ruled pointing NinetyTwo Only
Extra over item 17.112 to 17.151 for pointing on walls on the
438 17014 outside at height more than 10metres from ground level for every Sqm 6.96 7.03 Rupees Seven Paise Three Only
additional height of 5 metres of part there of.
Providing cement vata (10cm. x 10 cm. size) quarter round in cement
Rupees TwentyFour Paise
439 17015 mortar 1:1 including neat cement finishing, watering etc. complete. Rmt 24.04
TwentyEight Only
SOR-24-25 Page 58 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing 20 mm thick double coat mala cement plaster on interior
brick / concrete work for plastering comprising of base coat of 12 mm
thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough Rupees Two Hundred Ninety
finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 Paise SeventyOne Only
Coarse sand) finished with trovel including scaffolding curing etc.
Providing 20 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on single or half brick walls for interior plastering upto Rupees Two Hundred Fifteen
floor two level and finished even and smooth in Cement mortar 1:6 (1 Paise Six Only
Cement : 6 sand)
Providing 15 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on rough (similar) side of single or half brick
Rupees One Hundred SixtyThree
442 17019 walls for interior plastering upto floor two level and finished even and Sqm 161.66
Paise TwentyEight Only
smooth in Cement mortar 1:6 (1 Cement : 6 sand)
Providing 10 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on brick/ concrete walls for interior plastering upto Rupees One Hundred Seven
floor two level and finished even and smooth in Cement mortar 1:6 (1 Paise SixtyFive Only
Cement : 6 sand)
Providing 20 mm thick cement plaster by using Ready Mix Mortar for
Rupees Two Hundred
plaster in single coat on single or half brick walls for interior plastering upto
444 17021 Sqm 231.66 233.98 ThirtyThree Paise NinetyEight
floor two level and finished even and smooth in Cement mortar 1:4 (1
Cement : 4 sand)
Providing 15 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on rough (similar) side of single or half brick Rupees One Hundred
445 17022 walls for interior plastering upto floor two level and finished even and Sqm 170.14 171.84 SeventyOne Paise EightyFour
smooth in Cement mortar 1:4 (1 Cement : 4 sand) Only
Providing 10 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on brick/ concrete walls for interior plastering upto Rupees One Hundred Seventeen
floor two level and finished even and smooth in Cement mortar 1:4 (1 Paise Eleven Only
Cement : 4 sand)
SOR-24-25 Page 59 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing 20 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on single or half brick walls for interior plastering upto Rupees Two Hundred FiftyOne
floor two level and finished even and smooth in Cement mortar 1:3 (1 Paise Eight Only
Cement : 3 sand)
Providing 10 mm thick cement plaster by using Ready Mix Mortar for
Rupees One Hundred
plaster in single coat on brick/ concrete walls for interior plastering upto
448 17025 Sqm 126.32 127.58 TwentySeven Paise FiftyEight
floor two level and finished even and smooth in Cement mortar 1:3 (1
Cement : 3 sand)
Providing 15 mm thick cement plaster by using Ready Mix Mortar for
plaster in single coat on rough (similar) side of single or half brick Rupees One Hundred
449 17026 walls for interior plastering upto floor two level and finished even and Sqm 186.55 188.42 EightyEight Paise FourtyTwo
smooth in Cement mortar Only
1:3 (1 Cement : 3 sand)
White washing with lime on wall surface (two coats) to give an even
450 18001 shade including thoroughly booming the surface to remove all dirt, dust; Sqm 12.87 13.00 Rupees Thirteen Only
mortar drops and other foreign matter.
White washing with lime on wall surface (one coats) to give an even
shade including thoroughly booming the surface to remove all dirt, dust; Rupees Five Paise NinetyNine
mortar drops and loose scales of lime wash and other foreign matter. Only
Extra over items 11 to 12 for every subsequent coat of white washing Rupees Five Paise NinetyNine
with lime on wall surface. Only
Extra over item 11 for white washing with lime on ceilings and/or
453 18004 Sqm 1.19 1.20 Rupee One Paise Twenty Only
Extra over Item 2 for white washing with lime on ceilings and sloping
454 18005 Sqm 0.52 0.53 Paise FiftyThree Only
Extra over Item 13 for every subsequent coat of white washing with lime
455 18006 Sqm 0.52 0.53 Paise FiftyThree Only
on ceilings and/or sloping roofs.
Colour washing with lime on wall surface (two coats ) over and
including a primary coat of white washing to give an even shade after Rupees Thirteen Paise Eighteen
through brooming the surface to remove all dirt, dust, mortar drops and Only
other foreigh matter.
Colour washing with lime on wall surface (one coats ) to give an even
Rupees Eight Paise ThirtyNine
457 18008 shade including throughly brooming the surface to loose scales of lime Sqm 8.31
wash and other foreign matter.
Extra over item 17 to 18 for every subsequent coat of colour wash with Rupees Eight Paise ThirtyNine
lime on wall surface Only
SOR-24-25 Page 60 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Extra over Item 17 for colour washing on ceilings and/or sloping roofs. Rupees Two Paise TwentyThree
Extra over items 18,19 for colour washing on ceilings and sloping roofs. Rupees Two Paise TwentyThree
Cement washing with portland cement slurry on wall surface (one coat)
Rupees Twelve Paise ThirtyOne
461 18012 to give a smooth finish including thoroughly broomings the surface to Sqm 12.19
remove all dirt, mortar drops and other foreign Brand.
Extra over Item No. 29 for every subseqent coat of cement washing with Rupees Twelve Paise ThirtyOne
port land cement slurry Only
Removing dry or oil bound distemper by a washing and scraping and
Rupees Eleven Paise EightyTwo
463 18014 sand papering the wall surface smooth including necessary repairs to Sqm 11.7
scratches complete.
Extra over item 33 for removing dry oil bound distemper on ceilings and Rupee One Paise SeventyTwo
sloping roofs. Only
Distempering with dry distemper of approved brand and manufacture
(two coats) and of required shade on wall surfaces of given an even
Rupees Fifty Paise SixtyTwo
465 18016 shade, over and including a priming coat of whiting after thoroughly Sqm 50.12
brooming the surface free from mortar dropping and other foreign
Distempering with dry distemper of approved brand and manufacture
(One coats) and of required shade on wall surfaces of given an even
Rupees Sixteen Paise FourtyOne
466 18017 shade, after thoroughly brushing the surface clean of all grease, dirt, Sqm 16.25
loose pieces of scales including preparing the surface even and sand
papered smooth.
Extra over Items No. 38 and 39 of every subsequent coat at distempering
Rupees Fifteen Paise ThirtyNine
467 18018 with dry distemper of approved brand and manufacture. Sqm 15.24
Extra over item 38 for distemepring with dry distemper on ceilings and Rupees Six Paise EightyFour
slopings roofs. Only
Extra over item 39,40 for distempering with dry distemper on ceilings Rupee One Paise SeventyTwo
and slooping roofs. Only
SOR-24-25 Page 61 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Distempeing (Two coats) with oil bound distemper of approved brand
and manufacture and of required shade on wall surfaces to give an even
shade, over and including a priming coat with distemper primer of
Rupees SeventySeven Paise
470 18021 approved brand and manufacture after thoroughly brushing the surface Sqm 76.53
free from mortar dropping and other foreign matter and also including
preparing the surface even and sand papered smooth.
Distempeing (Two coats) with oil bound washable distemper of
approved brand and manufacture and of required shade on wall surfaces
to give an even shade, over and including a priming coat with alkali Rupees SeventySeven Paise
resistance primer of approved brand after thoroughly brushing the Thirty Only
surface and other foreign matter and also including preparing the
surface even and sand parpered smooth.
Distempeing (One coats) with oil bound washable distemper of
approved brand and of required shade on wall surfaces to give an even
shade, after thorouhly brushing the surface clean of all grease dirt, loose Rupees TwentyNine Paise
pieces of scales and also including distempering with oil bound FourtyOne Only
washable distemper of preparing the surface even and smooth.
Extra over Item 44 to 46 for every subsequent coat of approved brand Rupees ThirtyOne Paise
and manufacture. NinetyNine Only
Extra over Item 44,45 for distempering with oil bound washable Rupees Eight Paise FiftyFive
distemper on celling and sloping roofs. Only
Extra over Item 46,47 for every subsequent coat of distempering on Rupees Three Paise FourtyTwo
celling and sloping roofs. Only
Finishing wall with water proofing cement paint of on wall surfaces
(Two coats) to give an approved brand and manufacture and of Rupees SixtyTwo Paise
required shape even shade after thoroughly brushing the surface to FourtyThree Only
remove all dirt and remains of loose powered materials.
Extra over Item 51 for every subsequent coat of water proofing cement Rupees ThirtyThree Paise
paint of approved brand and manufacture. EightySeven Only
Extra over item 51 for finishing with cement paint on ceiling and sloping Rupees Six Paise EightyFour
Extra over item 53 for every subsequent coat of finishing with cement Rupees Three Paise FourtyTwo
paint on ceiling and sloping roofs. Only
SOR-24-25 Page 62 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Wall painting (two coats) with plastic emulsion paint of approved brand
and manufacture on undecorated wall surface to give an even shade
Rupees EightyFour Paise
480 18031 including throughly brushing the surface free from mortar droppings Sqm 83.98
and other foreign matter and sand papered smooth.
Extra over item 57 for every subsequent coat of wall painting with Rupees FourtyThree Paise
plastic emulsion pain of approved brand. FiftySix Only
Extra over item 57 for painting with plastic emulsion paint of approved
482 18033 Sqm 5.6 5.66 Rupees Five Paise SixtySix Only
brand on ceilings and sloping roofs.
Extra over item 59 for every subsequent coat of painting with plastic Rupees Two Paise TwentyThree
emulsion paint on ceiling and slopping roofs. Only
Applying priming coat over new steel and other metel surface after and
including preparing the surface by throughly cleaning, oil,grease, dirt
Rupees ThirtySeven Paise
484 19001 and other foreign matter and scoured with brushes fine steel wood, Sqm 37.09
scrapers and sand paper with ready mixed priming paint brushing red
Painting two coats (excluding priming coat) on new steel and other
metal surface with enamel paint, brushing, interior to give an even shade Rupees NinetyFour Paise
including cleaning the surface an even shade including cleanicn the ThirtyNine Only
surface of all dirt, dust and other foreign matter.
Painting one coats (excluding priming coat) on previously painted steel
and other metal surface with enamel paint, brushing to give an even Rupees FiftyNine Paise
shade including cleaning the surface of all dirt, dust and other foreign ThirtyFive Only
Extra over item 7 and 11 for every subsequent coat of paint Rupees FiftyEight Paise
ThirtyEight Only
Painting two coats (excluding priming coat) on new steel and other
metal surface with synthetic enamel paint, brushing to give an even Rupees SixtyNine Paise Fifteen
shade including cleaning the surface of all dirt, dust and other foreign Only
Painting one coats (excluding priming coat) on previously printed steel
and other metal surface with synthetic enamel paint, brushing to give an Rupees FourtySeven Paise
even shade including cleaning the surface of all dirt, dust and other Twenty Only
foreign matter.
Extra over item 19 and 21 for every subsequent coat of paint. Rupees FiftyFour Paise
SeventyFive Only
SOR-24-25 Page 63 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Painting two coats (excluding priming coat) on external surface of new
rain water, soil, waste and vent pipes and fittings with ready mixed
Rupees TwentyTwo Paise
491 19008B bituminous brushing, black, anticorrosive to give an even shade Sqm 22.69
including cleaning of all dirt, dust and other foreign matter. (B) 75mm
Painting two coats (excluding priming coat) on external surface of new
rain water, soil, waste and vent pipes and fittings with ready mixed
Rupees TwentyEight Paise
492 19008C bituminous brushing, black, anticorrosive to give an even shade Sqm 28.11
ThirtyNine Only
including cleaning of all dirt, dust and other foreign matter. (C) 100mm
Appliying priming coat over new wood and wood based surface after
and including preparing the surface by throughly cleaning oil, grease, Rupees FourtyFour Paise
dirt and other foreign matter, sand papering and knotting. (B) Ready Thirteen Only
mixed paint brushing wood primier pink.
Appliying priming coat over new wood and wood based surface after
and including preparing the surface by throughly cleaning oil, grease, Rupees FourtyFour Paise
dirt and other foreign matter, sand papering and knotting. (C) Ready Thirteen Only
mixed paint brushing priming for enamel
Extra over item 59 for every subsequent coat of priming coat. (B) Ready Rupees FourtyFour Paise Fifteen
mixed paint brushing wood primier pink. Only
Extra over item 59 for every subsequent coat of priming coat. (C) Ready Rupees FourtyFour Paise Fifteen
mixed paint brushing priming for enamel Only
Painting two coats (excluding priming coat) on new wood and wood
based surface with enamel paint, interior to give an even shade Rupees NinetyFour Paise
including cleaning the surface of all dirt, dust and other foreign matter ThirtyNine Only
sand papering and stopping.
Painting one coats (excluding priming coat) on previously painted wood
and wood based surface with enamel paint, to give an even shade Rupees Sixty Paise EightyEight
including cleaning the of all dirt, dust and other foreign matter. Only
Extra over item 71 and 73 for every subsequent coat of paint. Rupees FiftyEight Paise
ThirtyEight Only
Painting two coats (excluding priming coat) on new wood and wood
based surface with ready mixed paint, brushing, oil, gloss, semi gloss to Rupees One Hundred Twelve
give and even shade including cleaning of all dust, dirt and other Paise TwentySix Only
foreign matter sand papering and stopping.
SOR-24-25 Page 64 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Varnishing two coats (excluding priming coat) on new wood and wood
based surface under coating with flatting varnish and finished coat with
Rupees Sixty Paise EightyEight
501 19015 varnish to give an even surface including cleaning the surface of all Sqm 60.28
dirt, dust and sand papering so as to produce a smooth dry surface.
Extra over item 84 for every subsequent coat of varnish. Rupees ThirtyThree Paise
Writing letter or figures on any surface with black japan paint
Per Letter Rupees Three Paise FourtyTwo
503 19023A (stops,comas, hyphens and the like not to be measured and paid for 3.39
Per Cm/Ht. Only
separately)(i) Block (Letters/Figures) (Per 10 Letter pet CM.HT)
Writing letter or figures on any surface with black japan paint
Per Letter Rupees Three Paise SixtyOne
504 19023B (stops,comas, hyphens and the like not to be measured and paid for 3.57
Per Cm/Ht. Only
separately) (ii) Indian (Letters/Figures)
Extra over items 19.119 for using thick white paint instead of black Per Letter
505 19024A 0.07 0.07 Paise Seven Only
japan paint. (i) Block (Letters/Figures) Per Cm/Ht.
Extra over items 19.119 for using thick white paint instead of black Per Letter
506 19024B 0.07 0.07 Paise Seven Only
japan paint. (ii) Indian (Letters/Figures) Per Cm/Ht.
Painting lines, deashes, arrows, letters etc on roads, Air fields and like
in two coats with road marking paint, brushing including cleaning the Rupees One Hundred ThirtyTwo
surface of all dirt, dust and other foreign matter. (i) Over 10cm in width Paise ThirtySix Only
Painting lines, deashes, arrows, letters etc on roads, Air fields and like
in two coats with road marking paint, brushing including cleaning the Rupees Fourteen Paise Three
surface of all dirt, dust and other foreign matter. (ii) Upto 10 cm in width Only
Painting lines, deashes, arrows, letters etc on roads, Air fields and like
in one coats with road marking paint, brushing including cleaning the Rupees FiftyNine Paise
surface of all dirt, dust and other foreign matter. (i) Over 10cm in width ThirtyFive Only
Painting lines, deashes, arrows, letters etc on roads, Air fields and like
in one coats with road marking paint, brushing including cleaning the Rupees Six Paise ThirtyFour
surface of all dirt, dust and other foreign matter. (ii) Upto 10 cm in width Only
Finishing wall with weather proof exterior emulsion paint on wall
surface (two coats) to give an required shape even shade after Rupees One Hundred
thoroughly brushing the surface to remove all dirt, and remains of loose TwentyTwo Paise Fourteen Only
powdered materials.etc complete
SOR-24-25 Page 65 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats of
primer of approved brand and manufacture on new wall surface to give
Rupees Fourty Paise FiftyNine
512 19032 an even shade including thoroughly brushing the surface free from sqm 40.19
mortar dropping and other foreign matter and sand papered smooth.
Demolition and disposal of unserviceable materials with all lead and Rupees Five Hundred FiftyFour
lift.(i) Lime concrete. Paise Six Only
Demolition and disposal of unserviceable materials with all lead and
Rupees Six Hundred ThirtySeven
514 20001B lift.(i) Lime concrete. cu.m 631.54
Paise EightySix Only
Demolition including stacking of serviceable materilas and disposal of Rupees One Thousand One
515 20002 unserviceable materials with all lead and lift. (i) R.C.C. work cu.m 1097.15 1108.12 Hundred Eight Paise Twelve
Demolition of Brick work and stone masonry including stacking of
Rupees Three Hundred
516 20003A serviceable materilas and disposal of unserviceable materials with all cu.m 379.26
EightyThree Paise Five Only
lead and lift. (i) In Lime Mortar.
Demolition of Brick work and stone masonry including stacking of
Rupees Five Hundred SeventySix
517 20003B serviceable materilas and disposal of unserviceable materials with all cu.m 570.59
Paise Thirty Only
lead and lift.(ii) In Cement Mortar.
Demolition of terrace including stacking of serviceable materilas and
Rupees SixtySix Paise
518 20004 disposal of unserviceable materials with all lead and lift.(i) Brick tile Sqm 66.21
EightySeven Only
Dismentaling tiled of stone floors laid in mortar including stacking of
Rupees Fifty Paise TwentyEight
519 20005 serviceable materilas and disposal of unserviceable materials with all Sqm 49.78
Dismentaling of wooden floors including stacking of serviceable
Rupees SeventyFive Paise
520 20006 materilas and disposal of unserviceable materials with all lead and lift. Sqm 74.5
TwentyFive Only
Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters
Rupees Fifty Paise TwentyEight
521 20007A etc. stacking of serviceable materilas and disposal of unserviceable Sqm 49.78
materials with all lead and lift.(i) G.I.sheet roofing.
Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters
Rupees FiftyFive Paise
522 20007B etc. stacking of serviceable materilas and disposal of unserviceable Sqm 55.37
materials with all lead and lift.(ii) A.C. sheet roofing.
SOR-24-25 Page 66 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Dismentalings manglore of country tile roofing with battens boarding
etc. including stacking of serviceable materilas and disposal of Rupees NinetyOne Paise SixtySix
unserviceable materials with all lead and lift.(ii) A.C. sheet roofing. Only
Dismentling wood work, wrought framed and fixed in frames trusses
Rupees One Thousand Eight
524 20010 including stacking the materials with all lead and lift. cu.m 1821.8
Hundred Fourty Paise Two Only
Dismentling expanded metal or I.R.C Fabric with necessary battens and
Rupees FiftyEight Paise
525 20011 beadings including frame work, and stacking the serviceable materials Sqm 57.91
FourtyNine Only
with all lead and lift.
Dismentling steel work including distempering and stacking the Rupees Three Paise NinetyFour
materials with all lead and lift. Only
Dismentling doors, windows, ventilators etc. (wood or steel) shutters
including chowkhats architraves, holdfasts and other attachment etc. Rupees One Hundred NinetySix
complete and stacking them within all lead and lift.(i) Not exceeding 3 Paise SixtySix Only
Dismentling doors, windows, ventilators etc. (wood or steel) shutters
including chowkhats architraves, holdfasts and other attachment etc. Rupees Two Hundred SixtyThree
complete and stacking them within all lead and lift.(ii) Exceeding 3 Sq.M. Paise ThirtyFive Only
Dismentling barbed wire in fencing including making rolls and also
including dismentling fencing posts including all earth work concrete in
Rupees SixtyNine Paise
529 20014 base and making good the disturbed ground stacking useful materials as Rmt 69.08
SeventySeven Only
directed and disposing as directed and disposing of the unserviceable
materials with all lead and lift.
Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings
Rupees SeventyEight Paise Fifty
530 20015 and clamps including stacking the materials with all lead and lift ( for Rmt 77.72
any dia, of pipe)
Dismantling santtary fittings like wash basin . W.C. pan Indian and
Rupees Four Hundred
531 20016 European type, flushing tank etc. including stacking the materials with Each 419.9
TwentyFour Paise Ten Only
all lead and lift.
Scraping oil paint from steel and other metal surface and making the Rupees FiftyThree Paise One
surface even (with Hand Scraping.) Only
Providing and fixing 15 mm diameter backup rod having minimum
density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 Rupees Thirteen Paise Seven
kg per sqm (ASTM - 5249) and finishing with polysulphide sealant etc. Only
complete. For 12 mm wide expansion joint
SOR-24-25 Page 67 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 25 mm diameter backup rod having minimum
density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 Rupees Seventeen Paise Eighty
kg per sqm (ASTM - 5249) and finishing with polysulphide sealant etc. Only
complete. For 20 mm wide expansion joint
Providing and fixing 30 mm diameter backup rod having minimum
density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 Rupees Twenty Paise Seventeen
kg per sqm (ASTM - 5249) and finishing with polysulphide sealant etc. Only
complete. For 25 mm wide expansion joint
Providing and fixing 50 mm diameter backup rod having minimum
density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 Rupees FiftyThree Paise Thirty
kg per sqm (ASTM - 5249) and finishing with polysulphide sealant etc. Only
complete. For 40 mm wide expansion joint
Providing and fixing 60 mm diameter backup rod having minimum
density 22 kg per cum (ASTMD - 3575) & compression strength of 0.40 Rupees SixtyNine Paise Seven
kg per sqm (ASTM - 5249) and finishing with polysulphide sealant etc. Only
complete. For 50 mm wide expansion joint
Removing and scraping of old deteriorated plaster of any thickness
fromm wall / R.C.C member including stacking of serviceable material Rupees Twenty Paise ThirtySix
and disposal of unserviceable from site of work with all lead and lift Only
Providing and fixing of Corner Angle for Various Flashing in 100mm x
100mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns Rupees Eight Hundred Nineteen
epoxy primer on both side of the sheet and polyester top coat 15-18 Paise Twelve Only
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
SOR-24-25 Page 68 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing of Corner Angle for Various Flashing in 150mm x
150mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
Rupees Eight Hundred
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns
540 20047 sqm 816.09 824.25 TwentyFour Paise TwentyFive
epoxy primer on both side of the sheet and polyester top coat 15-18
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
Providing and fixing PUF Insulated continueous sandwich panels for
roofs of total thickness not less than 30 mm made out from continue
line method.Panel shall have 0.5 mm thick pre coated GI sheet on both
side of Polyurethane foam with external face being corrugated in shape
for GI and PU foam both material.The crest height of the panel shall be of
35mm minimum wiht 250mm c/c pitch. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy primer
on both side of the sheet and polyester top coat 15-18 micron.The PPGI Rupees Three Thousand One
541 20048 Sheet shall have protective guard film of minimum 25 microns to avoid Sqm 3115.67 3146.83 Hundred FourtySix Paise
scratches wihile trasportation.The roof panels are laid over a frame EightyThree Only
work of trusses, columns and purlins fixed using 90mm self drilling bolt
with rubber washer including all types of flashings. PU Foam must be
self-extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25mm craft paper edging,self tapping
screws of required length and nos.etc complete as per structural design
and direction of Engineer-in-charge.
SOR-24-25 Page 69 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing PUF Insulated continueous sandwich panels for
roofs of total thickness not less than 30 mm made out from continue
line method.Panel shall have 0.35 mm thick pre coated GI sheet on both
side of Polyurethane foam with external face being corrugated in shape
for GI and PU foam both material.The crest height of the panel shall be of
35mm minimum wiht 250mm c/c pitch. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of 120 gsm as per IS:277 , 5-7 microns epoxy primer
Rupees Two Thousand Nine
on both side of the sheet and polyester top coat 15-18 micron.The PPGI
542 20049 Sqm 2895.98 2924.94 Hundred TwentyFour Paise
Sheet shall have protective guard film of minimum 25 microns to avoid
NinetyFour Only
scratches wihile trasportation.The roof panels are laid over a frame
work of trusses, columns and purlins fixed using 90mm self drilling bolt
with rubber washer including all types of flashings. PU Foam must be
self-extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25mm craft paper edging,self tapping
screws of required length and nos.etc complete as per structural design
and direction of Engineer-in-charge.
Providing and fixing PUF Insulated continueous sandwich panels for
walls of total thickness not less than 50 mm and width 1.0 m made out
from continue line method on automatic plant.Panel shall have 0.5 mm
thick pre coated GI sheet on both side of Polyurethane Foam confirming
to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa
steel grade confirming to IS 14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on
both side of the sheet and polyester top coat 15-18 micron.The PPGI Rupees Three Thousand One
543 20050 Sheet shall have plastic protective guard film of minimum 25 microns to Sqm 3115.54 3146.70 Hundred FourtySix Paise
avoid scratches during trasportation.The panels shall be vertically joined Seventy Only
together by tongue and groove joints. The PU Foam shall be self-
extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on
both edges. The panels shall be fixed to the steel frame structure with
minimum 5mm thick self tapping GI screws of required length and nos.
with minimum spacing of 300 mm c/c.
SOR-24-25 Page 70 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing PUF Insulated continueous sandwich panels for
walls of total thickness not less than 50 mm and width 1.0 m made out
from continue line method on automatic plant.Panel shall have 0.35 mm
thick pre coated GI sheet on both side of Polyurethane Foam confirming
to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa
steel grade confirming to IS 14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on
both side of the sheet and polyester top coat 15-18 micron.The PPGI Rupees Two Thousand Eight
544 20051 Sheet shall have plastic protective guard film of minimum 25 microns to Sqm 2851.77 2880.29 Hundred Eighty Paise
avoid scratches during trasportation.The panels shall be vertically joined TwentyNine Only
together by tongue and groove joints. The PU Foam shall be self-
extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on
both edges. The panels shall be fixed to the steel frame structure with
minimum 5mm thick self tapping GI screws of required length and nos.
with minimum spacing of 300 mm c/c.
Providing and fixing PUF Insulated continueous sandwich panels for
walls of total thickness not less than 40 mm and width 1.0 m made out
from continue line method on automatic plant.Panel shall have 0.5 mm
thick pre coated GI sheet on both side of Polyurethane Foam confirming
to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa
steel grade confirming to IS 14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on
both side of the sheet and polyester top coat 15-18 micron.The PPGI
Rupees Three Thousand
545 20052 Sheet shall have plastic protective guard film of minimum 25 microns to Sqm 3048.22
SeventyEight Paise Seventy Only
avoid scratches during trasportation.The panels shall be vertically joined
together by tongue and groove joints. The PU Foam shall be self-
extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on
both edges. The panels shall be fixed to the steel frame structure with
minimum 5mm thick self tapping GI screws of required length and nos.
with minimum spacing of 300 mm c/c.
SOR-24-25 Page 71 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing PUF Insulated continueous sandwich panels for
walls of total thickness not less than 40 mm and width 1.0 m made out
from continue line method on automatic plant.Panel shall have 0.35 mm
thick pre coated GI sheet on both side of Polyurethane Foam confirming
to IS 12436:1988.The Precoated sheet shall be of minimum 240 mpa
steel grade confirming to IS 14246:1995 and shall have zinc coating of
minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on
both side of the sheet and polyester top coat 15-18 micron.The PPGI Rupees Two Thousand Eight
546 20053 Sheet shall have plastic protective guard film of minimum 25 microns to Sqm 2784.47 2812.31 Hundred Twelve Paise ThirtyOne
avoid scratches during trasportation.The panels shall be vertically joined Only
together by tongue and groove joints. The PU Foam shall be self-
extinguishing, fire retardant type having minimum density of
Kg/Cu.mt.( +, - 2 Kgs) including 0.25 mm thick craft paper edging on
both edges. The panels shall be fixed to the steel frame structure with
minimum 5mm thick self tapping GI screws of required length and nos.
with minimum spacing of 300 mm c/c.
Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or
welded in builtup for all type sections, in framed work, including cutting,
Rupees One Hundred ThirtyOne
547 20054 hoisting, fixing in position and applying a priming coat of approved steel kg 130.52
Paise EightyThree Only
primer all complete as per the structural designs and directions of
Engineer in charge.Column ( 122 x 61 x 3.6mm )
Providing and fixing of Bottom and top U track for closing of end joints
for cut PUF panels of size of 52mm x 30mm with 5mm lipping on Both
edges. The U track shall be made out of 1 mm thick pre coated GI
sheet.The Precoated sheet shall be of minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall have zinc coating of minimum
120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of Rupees Six Hundred Ten Paise
the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall FourtyOne Only
have plastic protective guard film of minimum 25 microns to avoid
scratches during transportation. The U track shall be fixed with suitable
POP rivet with wall roof panels and plinth with Expandable fastners
with minimum spacing of 450 mm c/c. The Utrack shall be fixed
SOR-24-25 Page 72 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing of Bottom and top U track for closing of end joints
for cut PUF panels of size of 42mm x 30mm with 5mm lipping on Both
edges. The U track shall be made out of 1 mm thick pre coated GI
sheet.The Precoated sheet shall be of minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall have zinc coating of minimum
120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of Rupees Five Hundred Eighty
the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall Paise TwentyNine Only
have plastic protective guard film of minimum 25 microns to avoid
scratches during transportation. The U track shall be fixed with suitable
POP rivet with wall roof panels and plinth with Expandable fastners
with minimum spacing of 450 mm c/c. The Utrack shall be fixed
Providing and fixing of Ridge flashing for roof panel shall be made out of
0.5 mm thick pre coated GI sheet . The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns
epoxy primer on both side of the sheet and polyester top coat 15-18
micron. The PPGI Sheet shall have plastic protective guard film of Rupees Five Hundred Twenty
minimum 25 microns to avoid scratches during transportation. The Paise FourtyThree Only
ridge shall be fixed to the steel members by pop rivet or self
drilling/self stitching fastners @ maximum 450 mm c/c along length of
capping/flashing etc complete .
Providing and fixing of Ridge flashing for roof panel shall be made out of
0.5 mm thick pre coated GI sheet . The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns
epoxy primer on both side of the sheet and polyester top coat 15-18 Rupees Eight Hundred
551 20057A micron. The PPGI Sheet shall have plastic protective guard film of Sqm 858.8 867.39 SixtySeven Paise ThirtyNine
minimum 25 microns to avoid scratches during transportation. The Only
ridge shall be fixed to the steel members by pop rivet or self
drilling/self stitching fastners @ maximum 450 mm c/c along length of
capping/flashing etc complete .
SOR-24-25 Page 73 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing of end cap of Roofing panel. The End Cap track shall
be made out of 0.5 mm thick pre coated GI sheet suitable for 30mm thick
panel.The Precoated sheet shall be of minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall have zinc coating of minimum
120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of Rupees Eight Hundred Fifteen
the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall Paise SeventyOne Only
have plastic protective guard film of minimum 25 microns to avoid
scratches during transportation. The U track shall be fixed with suitable
POP rivet with wall and roof panels with minimum spacing of 450 mm
Providing and fixing of end cap of Roofing panel. The End Cap track shall
be made out of 0.5 mm thick pre coated GI sheet suitable for 40mm thick
panel.The Precoated sheet shall be of minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall have zinc coating of minimum
120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both side of Rupees Seven Hundred
the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall ThirtyOne Paise NinetyOne Only
have plastic protective guard film of minimum 25 microns to avoid
scratches during transportation. The U track shall be fixed with suitable
POP rivet with wall and roof panels with minimum spacing of 450 mm
Providing and fixing of Corner Angle for Various Flashing in 25mm x
25mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns Rupees Five Hundred ThirtyOne
epoxy primer on both side of the sheet and polyester top coat 15-18 Paise EightyFour Only
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
SOR-24-25 Page 74 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing of Corner Angle for Various Flashing in 50mm x
50mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns Rupees Five Hundred
epoxy primer on both side of the sheet and polyester top coat 15-18 NinetyEight Paise FiftyTwo Only
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
Providing and fixing of Corner Angle for Various Flashing in 100mm x
100mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns Rupees Eight Hundred
epoxy primer on both side of the sheet and polyester top coat 15-18 TwentyTwo Paise FiftyFour Only
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
Providing and fixing of Corner Angle for Various Flashing in 150mm x
150mm size in Equal Shape with 5mm edge lipping on both side . The
Angle Flashing shall be made out of 0.5 mm thick pre coated GI sheet
with edge bending of approximate 5mm. The Precoated sheet shall be of
minimum 240 mpa steel grade confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns Rupees Eight Hundred NinetySix
epoxy primer on both side of the sheet and polyester top coat 15-18 Paise Fourty Only
micron. The PPGI Sheet shall have plastic protective guard film of
minimum 25 microns to avoid scratches during transportation. The U
track shall be fixed with suitable POP rivet with wall and roof panels
with minimum spacing of 450 mm c/c.
SOR-24-25 Page 75 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Preparing and applying of water soluble, nonflammable, reactive and
penetrative silane nanotechnology with water (<1000 ppm TDS) in the
ratio of 1 liter silane :20 liter water mixed with 0.5 liter acrylic
copolymer polymer compatible and stable in silane solution. Take 1 liter
of silane nanotechnology and add in 20 liter water in drum under
manual stirring and then add 0.5 liter acrylic copolymer under manual Rupees EightyOne Paise
stirring and mix completely. Spray apply the solution at the rate of 1 liter TwentySeven Only
per sqm on horizontal and 0.5 liter per sqm on vertical new or old
cementitious / concrete surface . (For very dense concrete of M50 and
above for bridges may not absorb 1 liter per sq meter so reduce the
water of dilution to 1:10)Horizonal Surface
Preparing and applying of water soluble, nonflammable, reactive and
penetrative silane nanotechnology with water (<1000 ppm TDS) in the
ratio of 1 liter silane :20 liter water mixed with 0.5 liter acrylic
copolymer polymer compatible and stable in silane solution. Take 1 liter
of silane nanotechnology and add in 20 liter water in drum under
manual stirring and then add 0.5 liter acrylic copolymer under manual Rupees FourtySix Paise
stirring and mix completely. Spray apply the solution at the rate of 1 liter ThirtyFour Only
per sqm on horizontal and 0.5 liter per sqm on vertical new or old
cementitious / concrete surface . (For very dense concrete of M50 and
above for bridges may not absorb 1 liter per sq meter so reduce the
water of dilution to 1:10)Vertical Surface
Providing and fixing M.S. fan clamps of shape and size as specified
Rupees One Hundred EightySix
560 21001 in existing R.C.C. slab including cutting chase and making good. Each 184.56
Paise FourtyOne Only
Cutting out cracks of roof terrace to V- section , cleaning out, wetting
Rupees Seventy Paise Eleven
561 21002A grouting with cement and sand slurry 1:3 (1-cement 3-sand ) Rmt 69.42
Cutting out cracks roof terrace to V-Section cleaning out and filling solidly
Rupees Eighty Paise SeventyTwo
562 21003A with a hot mixture of bitumen and clean dry sand (1:1 by weight) Rmt 79.92
SOR-24-25 Page 76 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.
Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at
Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel Rupees Three Hundred
563 22001 barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to Rmt 388.05 391.93 NinetyOne Paise NinetyThree
posts with G.I,staples including fixing the postsin ground with 0.5 M x Only
0.5.M x 0.5 M. block in C.C1:5:10 etc complete.
Constructing a cooking platform 60 cm. width and 70 cm high resting on
B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (i) Fixing or precast Rupees Two Thousand Six
564 22004A R.C.C.1:2:4) 8 cm. thick slab with marble chips set in C.M. (1:6) (6mm Rmt 2668.09 2694.77 Hundred NinetyFour Paise
thick terrazo) with plastering on exposed faces walls in C.M. (1:4) etc SeventySeven Only
Constructing a cooking platform 60 cm. width and 70 cm high resting on
B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black
Rupees Two Thousand Six
565 22004B kadappa stone 30mm thick laid on precast R.C.C. (1:2:4) slab with Rmt 2629.76
Hundred FiftySix Paise Six Only
plastering on exposed faces of wall in C.M. (1:4) etc complete.
Applying general insecticide pest control treatment to floors, cupboards
etc including labour material etc. complete. Using Heptachloride 20 EC.
As Per 6113_pests Consentration Weight 0.50 percent is recommended
Rupees FourtyNine Paise
566 22006 one litre chemical emulsion dillute with 39 liter of water will give. Total Smt 48.76
TwentyFive Only
dillute concrentration will be 40 litre inclusive of one litre chemical
emulsion appication 0.5 Litre chemical / Sqm of surface is
recommended as per I.S
Carring out plinth treatment to post construction / existing structure by
spraying chemical solution for termite control treatment including
labour and material consistment with I.S.I specification. Using Chlordene
and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one
Rupees One Hundred Three
567 22007 percent is recommended i.e one litre 20 EC chemical emulsion with 19 Smt 102.61
Paise SixtyFour Only
liter give 1 % concrentration inclusive of one litre chemical emulsion
appication at the rate of 5 Litre chemical / Sqm of surface is
recommended as per I.S
SOR-24-25 Page 77 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Carrying out wall treatment for termite control including spraying with
chemical solution in oil base (0.5 Lit./ Sq.M.) including labour and
material Using Hepachlor concentration 20 EC. As Per IS. 6316_paret-II
Consentration by Weight 0.50 percent is recommended i.e one litre Rupees TwentyNine Paise
chemical emulsion dillute with 39 liter gof IS concrentration total dillite NinetyFour Only
concentration will be 40 litre inclusive of one litre chemical emulsion
appication at the rate of 7.5 Litre chemical / Sqm of surface is
recommended as per I.S
Providing erecting and fixing double coated ISI water tank of required
Rupees Three Paise NinetyFive
569 22014 capacity each with all necessary fittings and connection etc. complete on litre 3.91
Pro. and mixing Migratory Corrosion Admixture having Specific
Gravity 1.01 to 1.04 pH value (Minimum 9.50) shall be alkaline in
nature and having bipolar concrete penetrating corrosion inhibiting
properties, inhabitor shall be non-nitrite based & have the ability to
provide corrosion protection to both anodic and cathodic sites on
the steel surface, inhibitor-steel complex shall formed polydentate
complexes, having more than one bond with steel per molecule of Rupees Seven Hundred
570 22015 inhibitor, with steel surface to promote proper film formation with Cum 717.2 724.37 TwentyFour Paise ThirtySeven
enhenced bond to steel, inhibiting the electro-chemical corrosion Only
reaction, inhibitor shall not have any adverse effect on concrete
compressive strength, inhibitor shall have a corrosion rate of zero
coulombs per ASTM-G109-2005, admixture shall be conforming to IS
9103 and in liquid form at the rate of 3 kg per cmt vol. of
concrete admixture shall be added to the water during mixing of
SOR-24-25 Page 78 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Pro. and mixing Migratory Corrosion Admixture having Specific
Gravity 1.01 to 1.04 pH value (Minimum 9.50) shall be alkaline in
nature and having bipolar concrete penetrating corrosion inhibiting
properties, inhabitor shall be non-nitrite based & have the ability to
provide corrosion protection to both anodic and cathodic sites on
the steel surface, inhibitor-steel complex shall formed polydentate
complexes, having more than one bond with steel per molecule of
Rupees Fourteen Paise
571 22016 inhibitor, with steel surface to promote proper film formation with Kg 14.13
TwentySeven Only
enhenced bond to steel, inhibiting the electro-chemical corrosion
reaction, inhibitor shall not have any adverse effect on concrete
compressive strength, inhibitor shall have a corrosion rate of zero
coulombs per ASTM-G109-2005, admixture shall be conforming to IS
9103 and in liquid form at the rate of 5% by weight of
cementitious materials.. Etc. complete.
Providing and fixing Resin Bonded Rock Wool of density 48 kg / cum as & Rupees Two Thousand Seven
572 22017 where required as directed by Engineer-in-Charge. Rock Wool confirming to Cum 2710.97 2738.08 Hundred ThirtyEight Paise Eight
Providing and fixing Vapour Breather Membrane Confirming to IBC Rupees One Hundred
573 22018 2009 on Exterior Cement Board as & Where directed by Engineer-in- Sqm 170.03 171.73 SeventyOne Paise SeventyThree
Providing and Laying of One side alluminium foil thermal bubble
insulation barrier on the external side of the LWGS wall Panel under the Rupees One Hundred ThirtySix
Cement Board as & Where directed by Engineer-in-Charge. Paise SeventyNine Only
Providing and Fixing 12 mm thick moisture & fire resistant heavy duty
Cement Fibre Board (High pressure steam cured) Confirming to ISO
Rupees Seven Hundred
575 22020 4862-2000 in wall panels of one face of cold formed galvanised light gauge Sqm 715.5
TwentyTwo Paise SixtySix Only
steel frame structure to form wall / partition as & Where directed by
Engineer-in-Charge
Supply & fixing factory finished cold formed Light guage steel frame
sections confirming to SP:6 (5) 1980 at site or work including riveted, bolted
or welded in builtup for all type of sections ,in framed work, cutting, Rupees One Hundred Fourteen
hoisting, fixing in position and applying primer coat of approved steel primer Paise FourtyFour Only
etc. complete as per structural designs & directions of Engineer-in-charge.
SOR-24-25 Page 79 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Anti-Termite System:Providing and laying of permanent piping
technology anti- termite treatment before flooring work by installing
LLDP (Low linear density polyethylene) tube of 8 mm O.D. &
mm 1.D. with inbuilt pressure compensation chip every 30 cm interval
in the tube, having working pressure of 2 Kg/cm2 and release rate of
Itr/hour fixed by P-clips and nails. The LLDP pipe shall be installed at the
entire periphery of the building and at internal network of building at a
depth of 20 to 200 mm under floor at every 2 to 3 mtr. c/c distance
Rupees One Hundred ThirtyFour
577 22022 (adjusted as per building layout ) & Ends of loop pass through a PVC Sq.mt 133
Paise ThirtyThree Only
elbow of minimum 32 mm ID at junction box of wall and floor level,
entering into a steel reinforced grooved flexible pipe of minimum 22 mm
ID leading into junction box and the loops shall terminate in junction
boxes & test every junction during injecting chemicals for termite
control treatment. The anti termite chemical Imidacloprid 30.5% SC mix
as per IS-6313 (part III) shall be injected by the pr
SOR-24-25 Page 80 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Anti-Termite System:Providing and laying of permanent piping
technology anti- termite treatment before flooring work by installing
LLDP (Low linear density polyethylene) tube of 8 mm O.D. &
mm 1.D. with inbuilt pressure compensation chip every 30 cm interval
in the tube, having working pressure of 2 Kg/cm2 and release rate of
Itr/hour fixed by P-clips and nails. The LLDP pipe shall be installed at the
entire periphery of the building and at internal network of building at a
depth of 20 to 200 mm under floor at every 2 to 3 mtr. c/c distance
(adjusted as per building layout ) & Ends of loop pass through a PVC
elbow of minimum 32 mm ID at junction box of wall and floor level,
Rupees SixtyThree Paise
578 22023 entering into a steel reinforced grooved flexible pipe of minimum 22 mm sq.mt 63
SixtyThree Only
ID leading into junction box and the loops shall terminate in junction
boxes & test every junction during injecting chemicals for termite
control treatment. The anti termite chemical Imidacloprid 30.5% SC mix
as per IS-6313 (part III) shall be injected by the pral manufacturer & a
certified copy of 3 year outdoor exposure test report from third party test
lab for the product offered shall be submitted by contractor. (A) Class-B
Type-4 Retro Reflective sheetingin based adhesive as per manufacturers
Making connection of galvanised Mild steel distribution branch with
galvanised mild steel main 50mm to 80mm nominal bore by Rupees Nine Hundred SixtyOne
providing and fixing tee including cutting and threading the pipes Paise Six Only
Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2
working pressure poluthene pipes of the following outside Dia. Low
Rupees EightySix Paise Eighteen
580 23004A densidy, complete with special falnge compression type fittings, wall Rmt 85.33
clipsetc. including making good the wall ceiling and floor.(A) 20mm
Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2
working pressure poluthene pipes of the following outside Dia. Low
Rupees One Hundred Ten Paise
581 23004B densidy, complete with special falnge compression type fittings, wall Rmt 109.55
clipsetc. including making good the wall ceiling and floor.(B) 25mm
SOR-24-25 Page 81 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2
working pressure poluthene pipes of the following outside Dia. Low
Rupees One Hundred TwentySix
582 23004C densidy, complete with special falnge compression type fittings, wall Rmt 125.22
Paise FourtySeven Only
clipsetc. including making good the wall ceiling and floor.(C) 32mm
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2
working pressure poluthene pipes of the following outside Dia. Low Rupees One Hundred
583 23004D densidy, complete with special falnge compression type fittings, wall Rmt 132.25 133.57 ThirtyThree Paise FiftySeven
clipsetc. including making good the wall ceiling and floor.(D) 40mm Only
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working
pressure poluthene pipes of the following outside Dia. Low densidy,
Rupees One Hundred
584 23004E complete with special falnge compression type fittings, wall clipsetc. Rmt 177.78
SeventyNine Paise FiftySix Only
including making good the wall ceiling and floor.(E) 50mm
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working
pressure polythene pipes of the following outside Dia. Low densidy,
Rupees Two Hundred Eighty
585 23004F complete with special falnge compression type fittings, wall clipsetc. Rmt 277.46
Paise TwentyThree Only
including making good the wall ceiling and floor.(F) 75mm
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working
pressure poluthene pipes of the following outside Dia. Low densidy,
Rupees Three Hundred
586 23004G complete with special falnge compression type fittings, wall clipsetc. Rmt 335.69
ThirtyNine Paise Five Only
including making good the wall ceiling and floor.(G)110 mm
23005BA Providing and fixing cast iron spigot and socket soil, waste and ventilating
Rupees Seven Hundred
587 pipes of Rmt 733.67
FourtyOne Paise One Only
the following nominal size.(B) 75mm dia.
23005CA Providing and fixing cast iron spigot and socket soil, waste and ventilating Rupees Eight Hundred
588 pipes of Rmt 883.55 892.39 NinetyTwo Paise ThirtyNine
the following nominal size.(C) 100mm dia. Only
Providing and fixing in position cowel went to pipes.(B) 75mm dia. Rupees Three Hundred
NinetyThree Paise Four Only
Providing and fixing in position cowel went to pipes.(C) 100mm dia Rupees Five Hundred Five Paise
SOR-24-25 Page 82 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing water closet squatting Pan (Indian type W.C. Pan)
size 580mm (Earthwork, bed concrete, foot reste and trap to be Rupees One Thousand Nineteen
measured and paid for separately) (A) Vitreous China.(I) Long pattern = Paise Nineteen Only
Providing and fixing wsh down water closet (European type, W.C. Pan)
with integral P or S trap including jointing the trap with soil pipe in Rupees One Thousand Three
592 23010 Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be Each 1343.38 1356.81 Hundred FiftySix Paise
measured and paid for separately)(A) vitreous China Pattern :(i) in EightyOne Only
Providing and fixing 100mm size P or S trap for water closet squatting Rupees Three Hundred
593 23011 pan including jointing the trap with the pan and soil pipe in cement Each 350.48 353.98 FiftyThree Paise NinetyEight
Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous China. Only
Providing and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse sand)a,
Rupees One Hundred Twenty
594 23012 pair of white vitreous China 250mm x 130mm x 30mm footrest to long Each 118.95
Paise Fourteen Only
pattern squatting pan water closet.
Providing and fixing in position with clamps etc. 32mm nominal internal
diameter galvanised steel tube flush pipe for high level flushing cistern Rupees Three Hundred
including connecting the flush pipe with cistern and closet and making FourtySeven Paise FiftyOne Only
good the walls and floors.
Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan Rupees FourtyOne Paise
SeventyTwo Only
Providing and fixing plastic seat and cover for wash down water closer
Rupees Two Hundred NinetyOne
597 23017 with C.P. brass hinges and rubber buffers. (B) Black plastic seal and Each 288.45
Paise ThirtyThree Only
Providing and fixing washbasin with single hole for pillar tap with C.I. or
Rupees One Thousand Four
M.S. brackets painted white including sutting holes and making good the
598 23018 Each 1471.33 1486.04 Hundred EightySix Paise Four
same but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin
550 mm x v 400mm size. (i) In white colour.
Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted
Rupees Two Thousand Three
white including cutting holes in walls and making good the same but
599 23019 Each 2303.62 2326.66 Hundred TwentySix Paise
excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm
Providing and fixing C.P. brass waste for washbasin or sink. (A) Rupees SixtySeven Paise
32mmdia. NinetyOne Only
Providing and fixing C.P. brass waste for washbasin or sink. (B) 40mm Rupees EightyNine Paise
dia. EightyThree Only
SOR-24-25 Page 83 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mm Rupees SeventyEight Paise
dia. SeventyFive Only
Providing and fixing M.I. fisher union for washbasin or sink. (B) 40mm Rupees EightyEight Paise
dia. SixtyFive Only
Providing and fixing 100mm sand cast iron grating for gully, floor or Rupees ThirtySix Paise
Nahni trap. NinetyEight Only
Providing and fixing C.P. brass shower rose with 15mm or 20mm Rupees Two Hundred EightyTwo
inlet.(A) 100mm dia. Each Paise Sixteen Only
Providing and fixing 600mm x 450mm bevelled edge mirrror of superior
Rupees Eight Hundred FiftyNine
606 23024 glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to Each 850.9
Paise FourtyOne Only
wooden pluge with C.P. brass screws and washers.
Providing and fixing C.P. brass towel rail comlete with C.P. brass
Rupees Six Hundred Sixteen
607 23025 brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x Each 610.32
Paise FourtyTwo Only
Providing and fixing 600mm x 120mm glass shelf with C.P. brass bracket
Rupees Five Hundred FiftyNine
608 23026 and guard rail complete mixed to wooden plug with C.P. brass screws. Each 553.66
Paise Twenty Only
Providing and fixing toilet paper holder.(A) C.P. Brass Rupees Four Hundred
609 23027 Each 423.75 427.99 TwentySeven Paise NinetyNine
Providing and fixing screw down bib taps of following size.(A) Brass
Rupees One Hundred EightySix
610 23028A1 screw down bib tap polished bright. (i) 15mm dia. Each 184.98
Paise EightyThree Only
Providing and fixing screw down bib taps of following size.(A) Brass
Rupees Two Hundred Fourteen
611 23028A2 screw down bib tap polished bright. (ii) 20mm dia. Each 212.68
Paise EightyOne Only
Providing and fixing screw down bib taps of following size.(B) Brass
Rupees One Hundred EightySix
612 23028B1 chromium plated screws down Bib Tap. (i) 15mm dia. Each 184.98
Paise EightyThree Only
Providing and fixing screw down bib taps of following size.(B) Brass
Rupees Two Hundred Fourteen
613 23028B2 chromium plated screws down Bib Tap. (ii) 20mm dia. Each 212.68
Paise EightyOne Only
Providing and fixing screw down bib taps of following size.(C) Gun metal
Rupees One Hundred FiftyEight
614 23028C1 screw down bib tap. (i) 15mm dia. Each 157.29
Paise EightySix Only
SOR-24-25 Page 84 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing screw down bib taps of following size.(C) Gun metal Rupees One Hundred
615 23028C2 screw down bib tap. (ii) 20mm dia. Each 176.09 177.85 SeventySeven Paise EightyFive
Providing and fixing pillar tap, capstan head, screw down high pressure Rupees Three Hundred Eight
with screws, shanks and back nuts. (i) 15mm dia. Paise SeventyThree Only
Providing and fixing pillar tap, capstan head, screw down high pressure Rupees Three Hundred FiftyFour
with screws, shanks and back nuts. (ii) 20mm dia. Paise SixtyNine Only
Providing and fixing brass screw down stop tap.(A) 15mm dia. Rupees Two Hundred Five Paise
EightyThree Only
Providing and fixing brass screw down stop tap.(B) 20mm dia. Rupees Two Hundred
619 23030B Each 221.59 223.81 TwentyThree Paise EightyOne
Providing and fixing brass screw down stop tap.(C) 25mm dia. Rupees Two Hundred Twenty
Paise EightyTwo Only
Providing and fixing Gun metal check or non-return fullway wheel
Rupees One Hundred EightySix
621 23031A valve.(A) 15mm dia. Each 184.98
Paise EightyThree Only
Providing and fixing Gun metal check or non-return fullway wheel Rupees Two Hundred Three
valve.(B) 20mm dia. Paise EightyTwo Only
Providing and fixing Gun metal check or non-return fullway wheel Rupees Four Hundred Twenty
valve.(C) 25mm dia. Paise SixtyThree Only
Providing and fixing Gun metal check or non-return fullway wheel
Rupees Three Hundred Fourteen
624 23031D valve.(D) 32mm dia. Each 311.61
Paise SeventyThree Only
Providing and fixing Gun metal check or non-return fullway wheel
Rupees Six Hundred SixtyThree
625 23031E valve.(E) 40mm dia. Each 656.86
Paise FourtyThree Only
Providing and fixing chromium plated brass half trun flush cock of
Rupees Two Hundred FiftyFour
626 23032A approved quality including fixing in pipe line etc. complete.(i) 20mm dia. Each 252.26
Paise SeventyEight Only
Providing and fixing chromium plated brass half trun flush cock of
Rupees Two Hundred SixtyThree
627 23032B approved quality including fixing in pipe line etc. complete.(ii) 25mm Each 261.16
Paise SeventySeven Only
Providing and fixing chromium plated brass half trun flush cock of Rupees Two Hundred
628 23032C approved quality including fixing in pipe line etc. complete.(iii) 32mm Each 273.03 275.76 SeventyFive Paise SeventySix
SOR-24-25 Page 85 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing Urinal or approved quality including conecting the
Rupees One Thousand
Urinal with waste pipe , tap etc. complete.(A) White earthenware flat
629 23033 Each 1064.22 1074.86 SeventyFour Paise EightySix
back or corner type size 430mm x 260mm x 350mm.
Providing and fixing Urinal of approved quality including connection Rupees One Thousand Six
630 23034 with trap and with integral longitudinal flush pipe.(A) Squating plate Each 1657.57 1674.15 Hundred SeventyFour Paise
pattern white earthenware 550mm x 300mm. Fifteen Only
Providing and fixing Rubber plug for sink or wash basin. Rupees Seventeen Paise Fifteen
Providing and fixing chromium plated, bottle trap with necessary Rupees Two Hundred NinetyFive
couplings of approved quality for wash basin. Paise Eighty Only
Providing and fixing ball cock of approved. quality as directed.(A)
Rupees One Hundred ThirtyTwo
633 23037A1 Copper Metal (i) 25mm dia. Each 131.57
Paise EightyNine Only
Providing and fixing ball cock of approved. quality as directed.(A)
Rupees One Hundred EightyNine
634 23037A2 Copper Metal (ii) 50mm dia. Each 187.96
Paise EightyFour Only
Providing and fixing ball cock of approved. quality as directed.(B) Rupees One Hundred Two Paise
Abonite (i) 25mm dia. NinetyOne Only
Providing and fixing ball cock of approved. quality as directed.(B) Rupees One Hundred
636 23037B2 Abonite (ii) 50mm dia. Each 136.52 137.89 ThirtySeven Paise EightyNine
Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having
Rupees Nine Hundred FiftyEight
637 23038 weight not less than 35Kg. Each 948.68
Paise Seventeen Only
Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm. Rupees One Hundred One Paise
length. NinetyOne Only
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for
Rupees One Hundred Seventy
639 23055 potable water of following dia. nominal bore tube fittings and clamps Rmt 168.67
Paise ThirtySix Only
including making good the wall, ceiling and floor etc. complete.[A]
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for
Rupees Two Hundred Eight
640 23056 potable water of following dia. nominal bore tube fittings and clamps Rmt 206.73
Paise Eighty Only
including making good the wall, ceiling and floor etc. complete. [B]
SOR-24-25 Page 86 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for
Rupees Two Hundred FiftyThree
641 23057 potable water of following dia. nominal bore tube fittings and clamps Rmt 251.31
Paise EightyTwo Only
including making good the wall, ceiling and floor etc. complete. [C]
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for Rupees Three Hundred
642 23058 potable water of following dia. nominal bore tube fittings and clamps Rmt 334.89 338.24 ThirtyEight Paise TwentyFour
including making good the wall, ceiling and floor etc. complete. [D] Only
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for Rupees Four Hundred
643 23059 potable water of following dia. nominal bore tube fittings and clamps Rmt 443.29 447.72 FourtySeven Paise SeventyTwo
including making good the wall, ceiling and floor etc. complete. [E] Only
Providing and fixing concealed center point to wall ceiling & floor CPVC
(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for
Rupees Six Hundred Sixty Paise
644 23060 potable water of following dia. nominal bore tube fittings and clamps Rmt 654.04
FiftyEight Only
including making good the wall, ceiling and floor etc. complete. [F]
Providing laying and jointing in true line and level 15mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer
In Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees SeventyTwo Paise
two metre C/C or shall be concelled as directed including necessary SixtyFive Only
fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
Providing laying and jointing in true line and level 25mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer
In Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees NinetyOne Paise
two metre C/C or shall be concelled as directed including necessary EightyFour Only
fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
SOR-24-25 Page 87 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing laying and jointing in true line and level 32mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer
In Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees One Hundred Nineteen
two metre C/C or shall be concelled as directed including necessary Paise Fifteen Only
fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
Providing laying and jointing in true line and level 40mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer
In Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees One Hundred
two metre C/C or shall be concelled as directed including necessary FourtyEight Paise Twelve Only
fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
Providing laying and jointing in true line and level 50mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer
In Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees One Hundred NinetyFive
two metre C/C or shall be concelled as directed including necessary Paise SixtySeven Only
fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
Providing, laying and jointing in true line and level 160 diametre U.P.V.C
(Type B) conforming to IS 13592-1992 with one end plain and other end
socketed with rubber ring, & fittings conforming to ISI 14735-1999 of
approved make for drainage system pipe line, pipe shall be jointed with
each other with rubber lubricant, pipe shall be fixed on wall using of PVC Rupees Eight Hundred
650 23066 clamp of the size 160 mm diametre x 210 mm length x 196 mm heigh at Rmt 826.12 834.38 ThirtyFour Paise ThirtyEight
every 2000 mm center to center or shall be concealed in walls as Only
directed including necessary fittings such as bends, shoes etc. including
testing of pipes and joints and jointed with adhesive solvent cement
including cost of all materials.
SOR-24-25 Page 88 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing, laying and jointing in true line and level 110 diametre U.P.V.C
(Type B) conforming to IS 13592-1992 with one end plain and other end
socketed with rubber ring, & fittings conforming to ISI 14735-1999 of
approved make for drainage system pipe line, pipe shall be jointed with
each other with rubber lubricant, pipe shall be fixed on wall using of PVC Rupees Eight Hundred
651 23067 clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at Rmt 888.9 897.79 NinetySeven Paise SeventyNine
every 2000 mm center to center or shall be concealed in walls as Only
directed including necessary fittings such as bends, shoes etc. including
testing of pipes and joints and jointed with adhesive solvent cement
including cost of all materials.
Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm
diameter with jali of the following nominal diameter of self cleansing Rupees Six Hundred Paise
design with C.I scread down or hinged grating including the cost of TwentyThree Only
cutting and making good the walls.
Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm
Rupees Five Hundred
diameter with jali of the following nominal diameter of self cleansing
653 23069 each 582.44 588.26 EightyEight Paise TwentySix
design with C.I scread down or hinged grating including the cost of
cutting and making good the walls.
Providing and fixing S.W. gully trap with C.I. grating brick masonry
Rupees One Thousand Two
chamber and water tight C.I. cover with frame of 300mm x 300mm size
654 24006AA Each 1279.4 1292.19 Hundred NinetyTwo Paise
(inside) with standard weight.(i) Square mouth traps. (A) 100mm x 100mm
Providing and fixing S.W. gully trap with C.I. grating brick masonry
Rupees One Thousand Two
chamber and water tight C.I. cover with frame of 300mm x 300mm size
655 24006B Each 1234.57 1246.92 Hundred FourtySix Paise
(inside) with standard weight.(i) Square mouth traps.(B) 150mm x 100mm
size P or R type
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees Two Hundred FiftySeven
diameter with collars and butt ends prepared for collar joints including Paise Twenty Only
testing of joints complete.(B) 150mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees Three Hundred FiftyNine
diameter with collars and butt ends prepared for collar joints including Paise EightyFive Only
testing of joints complete.(C) 250mm
SOR-24-25 Page 89 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees Six Hundred
diameter with collars and butt ends prepared for collar joints including SeventyEight Paise Three Only
testing of joints complete.(D) 300mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees One Thousand
659 24007EA Rmt 1066.52 1077.19 SeventySeven Paise Nineteen
diameter with collars and butt ends prepared for collar joints including
testing of joints complete.(E) 450mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees One Thousand Two
660 24007FA Rmt 1240.1 1252.50 Hundred FiftyTwo Paise Fifty
diameter with collars and butt ends prepared for collar joints including
testing of joints complete.(F) 500mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees One Thousand Four
diameter with collars and butt ends prepared for collar joints including Hundred Paise NinetyEight Only
testing of joints complete.(G) 600mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees Two Thousand Two
662 24007HA Rmt 2190.38 2212.28 Hundred Twelve Paise
diameter with collars and butt ends prepared for collar joints including
TwentyEight Only
testing of joints complete.(H) 900mm
Providing laying (to level or slopes) and jointing reinforced concrete
Light duty non-pressure pipes I.S. class NP2 of the following internal Rupees Two Thousand Five
663 24007KA Rmt 2507.78 2532.86 Hundred ThirtyTwo Paise
diameter with collars and butt ends prepared for collar joints including
testing of joints complete.(K) 1000mm
Providing laying (to level or slopes) and jointing reinforced concrete
Rupees Three Thousand Two
Light duty non-pressure pipes I.S. class NP2 of the following internal
664 24007MA Rmt 3193.76 3225.70 Hundred TwentyFive Paise
diameter with collars and butt ends prepared for collar joints including
testing of joints complete.(M) 1200mm
SOR-24-25 Page 90 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse
sand : 4-graded stone aggregate 20mm nominal size) foundation concrete
1:3:6 mix (1- cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse
sand) finished with a floating coat of neat cement and making channels
in cement concrete 1:2:4 mix (1- Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished smooth complete including curing Rupees Eleven Thousand
665 24008A and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 10933.41 11042.74 FourtyTwo Paise SeventyFour
cover with frame size 560mm diameter total weight of cover and frame to Only
be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)
With 230mm thick walls of brick msonry using brick having crushing
strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5- Coarse sand) (1) A type depth 0.90 Metre for 150mm
diameter sewer.
Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse
sand : 4-graded stone aggregate 20mm nominal size) foundation concrete
1:3:6 mix (1- cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse
sand) finished with a floating coat of neat cement and making channels
in cement concrete 1:2:4 mix (1- Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished smooth complete including curing Rupees Nineteen Thousand
666 24008B and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 19158.05 19349.63 Three Hundred FourtyNine Paise
cover with frame size 560mm diameter total weight of cover and frame to SixtyThree Only
be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)
With 230mm thick walls of brick msonry using brick having crushing
strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5- Coarse sand) (2) B type depth 1.50 Metre for 150mm
diameter sewer.
SOR-24-25 Page 91 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse
sand : 4-graded stone aggregate 20mm nominal size) foundation concrete
1:3:6 mix (1- cement : 3- coarse sand :6-Brick bats 40 + 50mm size)
inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse
sand) finished with a floating coat of neat cement and making channels
in cement concrete 1:2:4 mix (1- Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished smooth complete including curing Rupees TwentyThree Thousand
667 24008C and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 23238.1 23470.48 Four Hundred Seventy Paise
cover with frame size 560mm diameter total weight of cover and frame to FourtyEight Only
be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)
With 230mm thick walls of brick msonry using brick having crushing
strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5- Coarse sand) (3) C type depth 2.25 Metre for 150mm
diameter sewer.
(A) With 230mm thick walls of brick msonry using brick having crushing
Rupees Thirty Thousand Two
strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:
668 24008D Each 29993.85 30293.79 Hundred NinetyThree Paise
5-Coarse sand) (4) D type depth 3.15 Metre for 150mm diameter sewer.
SeventyNine Only
(I) Extra rate for constructing B.B. masonry for every additional depth of
Rupees Five Hundred
669 24009A 0.1M. or Part thereof over item No.24.27 (I) for depth from 0.9M to 1.5M. Each 517.78
TwentyTwo Paise NinetySix Only
(II) Extra rate for constructing B.B. masonry for every additional depth of
Rupees Three Hundred
670 24009B 0.1M. GR Part thereof over item No.24.27 (I) for depth from 1.50M. to Each 393.26
NinetySeven Paise Nineteen Only
(III) Extra rate for constructing B.B. masonry for every additional depth of
Rupees Eight Hundred Two
671 24009C 0.1M. or Part thereof over item No. 24.27 (III) for depth from 2.25M to Each 794.48
Paise FourtyTwo Only
(IV) Extra rate for constructing B.B. masonry for every additional depth of
Rupees Six Hundred FiftyThree
672 24009D 0.1M. or Part thereof over item No. 24.27 (IV) for depth above 3.15M. Each 647.03
Paise Fifty Only
Providing and fixing cast iron steps of size 500mm x 150mm x
Rupees Two Hundred Seven
673 24010 22.5mm and painting with two coats of Anti-corrosive paint etc. complete. Each 205.6
Paise SixtySix Only
SOR-24-25 Page 92 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Supplying and fixing C.I. cover 300mm x 300mm without frame for
Rupees Four Hundred
674 24011A Gulley trap (Standard pattern) te weight of cover to be not less 4.53 Kg.) Each 492.22
NinetySeven Paise Fourteen Only
Providing and erecting at the site of work steel ventilating column of
150m internal diameter and 12.20 Metre High from G.L. to bottom of top
grill including C.I. grill and base plate bolts and nuts etc. and excavation
in foundation of size 120cm. x 120vcm. x 165cm. and filling the pit with
first layer of cement concrete 1:3:6 mix (1-cement :3-coarse sand :6- Rupees Fifty Thousand Two
675 24012A graded stone aggregate 20mm nominal size) of 120cm. x 120cm. x Each 49752.03 50249.55 Hundred FourtyNine Paise
90cm. and remaining pit with B.B.C. 1:3:6 mix (1- cement :3-coarse FiftyFive Only
sand:6-Brickbats 40+50mm size) and providing fillet in Cement concrete
1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm.
nominal size) at G.L. and 3 coats of silver paint etc. complete.
Constructing Brick masonry road gully chamber 500mm x 450mm x
Rupees Two Thousand
676 24013A 600mm including 500mm x 450mm C.I. horizontal grating wih frame Each 1997.22
Seventeen Paise Nineteen Only
Constructing Brick masonry road gully chamber 450mm x 450mm x 775mm Rupees Two Thousand Five
677 24014 with vertical gating complete. Each 2520.65 2545.86 Hundred FourtyFive Paise
Constructing brick masonry road gully chamber 1100mm x 775mm Rupees Eight Thousand Seven
678 24015A including 500mm x 450mm (C.I. horizontal grating with frame and Each 8680.45 8767.25 Hundred SixtySeven Paise
vertical grating complete.) TwentyFive Only
Constructing brick masonry chamber for underground C.I. Inspection
chamber and bends with bricks having crushing strength not less than
35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with Rupees Two Thousand Nine
679 24016AA 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) Each 2903.89 2932.93 Hundred ThirtyTwo Paise
foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar NinetyThree Only
1:3 finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete.(i) Inside dimensions 455mmx 610mm and
450mm deep for single pipe line.
SOR-24-25 Page 93 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Constructing brick masonry chamber for underground C.I. Inspection
chamber and bends with bricks having crushing strength not less than
35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with Rupees Three Thousand Six
680 24016BA 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) Each 3624.51 3660.76 Hundred Sixty Paise SeventySix
foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar Only
1:3 finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and
450mm deep for pipe line with one or two inlets.
Constructing brick masonry chamber for underground C.I. Inspection
chamber and bends with bricks having crushing strength not less than
35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of cover with frame to be not less
than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top
Rupees Seven Thousand One
slabe with 1:2:4 mix (1-cement :2- coarse sand :4- graded stone
681 24016CA Each 7109.35 7180.44 Hundred Eighty Paise
aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm
FourtyFour Only
thick with cement mortar 1:3 finished smooth with a floating coat of neat
cement on walls and bed concrete etc. complete.(iii) Inside dimensions
600mm x 850 mm and 450mm deep for pipe lines with three or more
Extra over items 24.44 for every additional depth of 0.1M. of part thereof Rupees Two Hundred
682 24017A beyond 450mm depth for Brick masonry chamber.(i) for 455mm x 610mm Each 239.99 242.39 FourtyTwo Paise ThirtyNine
Extra over items 24.44 for every additional depth of 0.1M. of part thereof
Rupees Two Hundred SixtyFour
683 24017B beyond 450mm depth for Brick masonry chamber.(ii) for 500mm x 700mm Each 262.24
Paise EightySix Only
Extra over items 24.44 for every additional depth of 0.1M. of part thereof
Rupees Three Hundred
684 24017C beyond 450mm depth for Brick masonry chamber.(iii) for 600mm x 850mm Each 322.37
TwentyFive Paise FiftyNine Only
SOR-24-25 Page 94 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
(A) Providing sock pit of 2.00 Cu.M. Volume including excavating and
filling brickbats with dry masonry work at top for 45cm. height including Rupees One Thousand Three
685 24018AA covering the top with stone including providing vatas in C.M. 1:3 with Each 1380.34 1394.14 Hundred NinetyFour Paise
finishing curing etc. complete as directed. Fourteen Only
(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and
filling brickbats with dry masonry work at top for 45cm. height including Rupees Three Thousand Four
686 24018BA covering the top with stone including providing vatas in C.M. 1:3 with Each 3452.36 3486.88 Hundred EightySix Paise
finishing curing etc. complete as directed. EightyEight Only
Earthwork for embankment including breaking clods, dressing with all lead
Rupees One Hundred Twelve
687 26001A and lift (excluding watering and consolidation)(A) From Borrow pits within cu.m 110.91
Earthwork for embankment including breaking clods, dressing with all lead
Rupees One Hundred FiftyEight
688 26001BA and lift (excluding watering and consolidation)(B) From Borrow area within cu.m 156.99
Paise FiftySix Only
Earthwork for embankment including breaking clods, dressing with all lead
Rupees One Hundred SixtyOne
689 26001CA and lift (excluding watering and consolidation)(C) From Borrow area within cu.m 160.07
Paise SixtySeven Only
Earthwork for embankment including breaking clods, dressing with all lead
Rupees One Hundred SixtySeven
690 26001DA and lift (excluding watering and consolidation)(D) From Borrow area within cu.m 165.93
Paise FiftyNine Only
Earthwork for embankment including breaking clods, dressing with all lead Rupees One Hundred
691 26001EA and lift (excluding watering and consolidation)(E) From Borrow area within cu.m 171.59 173.31 SeventyThree Paise ThirtyOne
3.0 Km. lead Only
Rolling of earthwork in layers with power roller including filling in Rupees Thirteen Paise
depressions which occur during the process. FourtyTwo Only
Watering of earth work as directed. Rupees Nine Paise SeventySix
Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
Rupees One Hundred SixtyThree
694 26004AA layers at O.M.C. to required dry density including filling the depression cu.m 162.33
Paise NinetyFive Only
which occur during the process using power roller 8T to 10T.(A) From
Borrow pits within land width
SOR-24-25 Page 95 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
Rupees One Hundred SixtySeven
695 26004BA layers at O.M.C. to required dry density including filling the depression cu.m 165.74
Paise Fourty Only
which occur during the process using power roller 8T to 10T.(B) From
Borrow area within 0.5KM. lead
Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
Rupees One Hundred Seventy
696 26004CA layers at O.M.C. to required dry density including filling the depression cu.m 168.82
Paise FiftyOne Only
which occur during the process using power roller 8T to 10T.(C) From
Borrow area within 1.0KM. lead
Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
Rupees One Hundred SeventySix
697 26004DA layers at O.M.C. to required dry density including filling the depression cu.m 174.67
Paise FourtyTwo Only
which occur during the process using power roller 8T to 10T.(D) From
Borrow area within 2.0KM. lead
Earthwork for embankment including breaking clods, dressing with all lead
and lift and including watering rolling and consolidation of subgrade in
Rupees One Hundred EightyTwo
698 26004EA layers at O.M.C. to required dry density including filling the depression cu.m 180.34
Paise Fourteen Only
which occur during the process using power roller 8T to 10T.(E) From
Borrow area within 3.0KM. lead
Earthwork in cuting in all sorts of soil and soft murrum including
Rupees One Hundred
conveying and spreading the stuff, embankment as and where directed
699 26005 cu.m 135.97 137.33 ThirtySeven Paise ThirtyThree
within 200meters from the end of the cutting with all required lead and lift.
Earthwork in cuting in all sorts of soil and soft murrum including
conveying and spreading the stuff, embankment as and where directed Rupees ThirtyEight Paise
within 200meters from the end of the cutting with all required lead and SixtyFive Only
lift.(A) Above 200 Meters upto 300 Meters.
Earthwork in cuting in all sorts of soil and soft murrum including
conveying and spreading the stuff, embankment as and where directed Rupees FiftySeven Paise Thirty
within 200meters from the end of the cutting with all required lead and Only
lift.(B) Above 300 Meters upto 400 Meters.
SOR-24-25 Page 96 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Earthwork in cuting in all sorts of soil and soft murrum including
conveying and spreading the stuff, embankment as and where directed Rupees NinetySix Paise Eleven
within 200meters from the end of the cutting with all required lead and Only
lift.(C) Above 400 Meters upto 500 Meters.
Earthwork in cutting in all sorts of soil and soft murrum including conveying
and putting the stuff in spoil bank maintaining minimum distance of Rupees One Hundred Twelve
five meter between top edge and cutting and toe of spoil bank. Paise Two Only
Box cutting the road surface to proper slope and camber for making a
base for road work including removing the excavated stuff and depositing Rupees One Hundred Twelve
on the road side slope as directed upto 50Mt.lead. Paise Two Only
Earthwork in cutting including preparing the slope and camber
andstacking or utilising the cutting stuff in bank as directed upto 200 Rupees Two Hundred SixtySix
Meters from the end of cutting with all lead and lift.(i) Hard murrum. Paise SeventySeven Only
Earthwork in cutting including preparing the slope and camber
Rupees Three Hundred
andstacking or utilising the cutting stuff in bank as directed upto
706 26009B cu.m 325.08 328.33 TwentyEight Paise ThirtyThree
Meters from the end of cutting with all lead and lift.(ii) Soft rock not
requiring blasting.
Earthwork in cutting including preparing the slope and camber
andstacking or utilising the cutting stuff in bank as directed upto 200 Rupees Six Hundred NinetyFour
Meters from the end of cutting with all lead and lift.(iii) Hard rock. Paise TwentyEight Only
Add extra over item 9 for conveying and utilising the stuff in bank
Rupees FiftyTwo Paise ThirtySix
708 26010A from end of cutting with all required lead and lift.(A) Above 200 Meters cu.m 51.84
upto 300 Meters.
Add extra over item 9 for conveying and utilising the stuff in bank
Rupees SeventySeven Paise
709 26010B from end of cutting with all required lead and lift.(B) Above 300 Meters cu.m 76.8
FiftySeven Only
upto 400 Meters
Add extra over item 9 for conveying and utilising the stuff in bank Rupees One Hundred
710 26010C from end of cutting with all required lead and lift.(C) Above 400 Meters cu.m 128 129.28 TwentyNine Paise TwentyEight
upto 500 Meters Only
SOR-24-25 Page 97 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(1)
Rupees Two Hundred SixtySeven
711 26011A Hand broken stone aggregate 25mm to 90mm size. cu.m 265.02
Paise SixtySeven Only
Suppliying of graded stone aggregate of following sizes (for W.B.M. Road)(2) Rupees Three Hundred Fourteen
Hand broken stone aggregate 40 mm to 63 mm size. Paise Nine Only
Suppliying of graded stone aggregate of following sizes (for W.B.M.
Rupees Four Hundred FiftyThree
713 26011C Road) (3) Crushed stone aggregate for Hard Quality up to 63 mm stze cu.m 448.84
Paise ThirtyThree Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
following nominal size free of disintegrated pieces deletarious and Rupees Four Hundred FiftyThree
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. Paise ThirtyThree Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
following nominal size free of disintegrated pieces deletarious and Rupees Four Hundred
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. NinetyThree Paise FiftySix Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
Rupees Five Hundred
following nominal size free of disintegrated pieces deletarious and
716 26012C cu.m 523.7 528.94 TwentyEight Paise NinetyFour
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C.
Code.(iii) 25mm
Supplying of crushed stone aggregates, chippings etc. of hard stone of
following nominal size free of disintegrated pieces deletarious and Rupees Five Hundred SixtyFour
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. Paise ThirtyTwo Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
following nominal size free of disintegrated pieces deletarious and Rupees Five Hundred Ten Paise
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. FiftyEight Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
following nominal size free of disintegrated pieces deletarious and Rupees Two Hundred NinetySix
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. Paise FourtyOne Only
Supplying of crushed stone aggregates, chippings etc. of hard stone of
Rupees Two Hundred
following nominal size free of disintegrated pieces deletarious and
720 26012G cu.m 285 287.85 EightySeven Paise EightyFive
oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C.
SOR-24-25 Page 98 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Supplying of brick aggregate 40mm nominal size.
Rupees Two Hundred Nineteen
Paise TwentyEight Only
Supplying of screened cleaned pea (rounded) gravel of following sizes) (i)
Rupees Two Hundred FiftyNine
722 26014A 10mm nominal size. cu.m 257.36
Paise NinetyThree Only
Supplying of screened cleaned pea (rounded) gravel of following sizes) (ii)
Rupees Two Hundred FiftyNine
723 26014B 12mm nominal size. cu.m 257.36
Paise NinetyThree Only
Supplying of screened cleaned pea (rounded) gravel of following
Rupees One Hundred NinetyFour
724 26014C sizes) (B) Supplying of unscrened gravel cu.m 193.02
Paise NinetyFive Only
Supplying of coarse clean sharp sand at site. Rupees Three Hundred Three
Paise TwentyFive Only
(i) Supplying of murrum / binding materials Rupees One Hundred Four Paise
TwentyThree Only
(ii) Supplying of hard murrum 50mm to 150mm size. Rupees One Hundred
727 26016B cu.m 147.06 148.53 FourtyEight Paise FiftyThree
Supplying promoulded bituminous joint filler.(i) 12mm thick
Rupees Five Hundred FiftyThree
Paise SeventyNine Only
Supplying promoulded bituminous joint filler.(ii) 20mm thick Rupees Six Hundred Eleven
Paise Thirteen Only
Supplying promoulded bituminous joint filler.(iii) 25mm thick Rupees Eight Hundred Two
Paise EightySeven Only
Spreading the stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and gradient (excluding Rupees Two Hundred SixtyEight
spreading of Blindage) (ii) 40mm to 63mm size aggreagates (H.B.) Paise FourtyNine Only
Spreading the stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and gradient (excluding spreading Rupees Two Hundred SixtyEight
of Blindage) (iii) 25mm to 50mm size crushed stone Paise FourtyNine Only
SOR-24-25 Page 99 SCH-B ARC 2026-27
Ref. SOR Aprroved Rate (SOR 2024-25)
Item No Description Unit Rate Incl.
Item Code SOR Rates Rate in Words
Spreading the stone aggregate for rolling and W.B.M. including
filling the interstices to required camber and gradient (excluding spreading Rupees Two Hundred SixtyEight
of Blindage) (iv) Chipping varying from 6mm to 25mm size. Paise FourtyNine Only
Laying brick soiling with over burnt traditional bricks including
spreading of binding materials murrum or earth etc. ( Bricks for soilng Rupees FourtyFour Paise
and binding materials shall be paid for seperately) (i) One layer laid flat. EightyOne Only
Laying brick soiling with over burnt traditional bricks including
spreading of binding materials murrum or earth etc. ( Bricks for soilng Rupees SixtySeven Paise Ninety
and binding materials shall be paid for seperately) (ii) One layer laid on Only
Laying brick soiling with over burnt traditional bricks including
spreading of binding materials murrum or earth etc. ( Bricks for soilng Rupees EightyNine Paise
and binding materials shall be paid for seperately)(iii) Two layer laid flat. SeventyNine Only
Laying brick soiling with over burnt traditional bricks including
spreading of binding materials murrum or earth etc. ( Bricks for soilng Rupees One Hundred ThirtyNine
and binding materials shall be paid for seperately)(iv) Two layer laid on Paise ThirtyEight Only
Spreading blindage or road crust filling the gaps in metal and leveling to
Rupees One Hundred FiftyEight
738 26020A camber and gradient as directed.(i) Murrum cu.m 156.96
Paise FiftyThree Only
Spreading blindage or road crust filling the gaps in metal and leveling to
Rupees One Hundred FiftyEight
739 26020B camber and gradient as directed.(ii) Sand cu.m 156.96
Paise FiftyThree Only
Rolling and consolidation of soling including filling in depression which
Rupees TwentyTwo Paise
740 26021 occur during the process, with power roler 8 tonne to 12 tonne. Sqm 22.52
SeventyFive Only
Rolling and consolidating water bound macadam (except laterite and
Kankar) including watering not exceeding 150mm thickness (Main layer
Rupees TwentySix Paise
741 26022 including binding materials ) including filling in depressions which occur Sqm 26.6
EightySeven Only
during the process.(A) With power roller exceeding 8 tonne and not
exceeding 12 tonne.
SOR-24-25 Page 100 SCH-B ARC 2026-27
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01- Civil Building Specification Book.pdf
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03- Special Conditions of PIU.pdf
04- Civil Make List.pdf
05- Special Instruction to Bidder.pdf
06- SBD.pdf
07- Schedule-B (Ta. Bodeli and Sankheda).pdf
08- Specification.pdf
09- Special Condition- ARC Chhotaudepur.pdf
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