CR to Residential & Non-Residential Building Under R&B Sub Division at Patan (Annual Rate)

Name of Work :- CR to Residential & Non-Residential Building Under R&B Sub Division at Patan

(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

1 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred

(SOR 24-25 It.Code 04001A Pg. 65) Twenty Eight And Paise

Cu.mt. 1.00 128.79 Seventy Nine Only

2 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred

(SOR 24-25 It.Code 04001B Pg. 65) Sixty Four And Paise

Cu.mt. 1.00 164.82 Eighty Two Only

3 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff Rupees Two Hundred

upto 50 Meter lead.(C) Hard Murrum Seventy Nine And Paise

(SOR 24-25 It.Code 04001C Pg. 65) Cu.mt. 1.00 279.81 Eighty One Only

4 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring Rupees Two Hundred

Blasting Ninety One And Paise

(SOR 24-25 It.Code 04001D Pg. 65) Cu.mt. 1.00 291.30 Thirty Only

5 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff Rupees Six Hundred

upto 50 Meter lead.(E) Hard Rock Fifty Seven And Paise

(SOR 24-25 It.Code 04001E Pg. 65) Cu.mt. 1.00 657.36 Thirty Six Only

6 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 excavated stuff

upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred

(SOR 24-25 It.Code 04002A Pg. 65) Forty Two And Paise

Cu.mt. 1.00 142.78 Seventy Eight Only

7 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 excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred

(SOR 24-25 It.Code 04002B Pg. 65) Seventy Eight And

Cu.mt. 1.00 178.82 Paise Eighty Two Only

8 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 excavated stuff

upto 50 Meter lead.(C) Hard Murrum Rupees Three Hundred

(SOR 24-25 It.Code 04002C Pg. 65) And Paise Eighty Nine

Cu.mt. 1.00 300.89 Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

9 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 excavated stuff

upto 50 Meter lead. (D) Soft rock not requiring Rupees Three Hundred

Blasting Sixteen And Paise

(SOR 24-25 It.Code 04002D Pg. 65) Cu.mt. 1.00 316.22 Twenty Two Only

10 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 excavated stuff

upto 50 Meter lead.(E) Hard Rock Rupees Six Hundred

(SOR 24-25 It.Code 04002E Pg. 66) Eighty Two And Paise

Cu.mt. 1.00 682.27 Twenty Seven Only

11 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or soft soil Rupees One Hundred

(SOR 24-25 It.Code 04003A Pg. 66) Fifty Six And Paise

Cu.mt. 1.00 156.77 Seventy Seven Only

12 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil Rupees One Hundred

(SOR 24-25 It.Code 04003B Pg. 66) Ninety Three And Paise

Cu.mt. 1.00 193.57 Fifty Seven Only

13 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter lead.(C) Hard Murrum Rupees Three Hundred

(SOR 24-25 It.Code 04003C Pg. 66) Sixteen And Paise

Cu.mt. 1.00 316.22 Twenty Two Only

14 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(D) Soft rock not requiring Rupees Three Hundred

Blasting Forty One And Paise

(SOR 24-25 It.Code 04003D Pg. 66) Cu.mt. 1.00 341.14 Fourteen Only

15 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock Rupees Seven Hundred

(SOR 24-25 It.Code 04003E Pg. 66) Seven And Paise

Cu.mt. 1.00 707.18 Eighteen Only

16 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing of

the excavated stuff upto 50 m lead.(A) Loose or Rupees Twenty Two

soft soil And Paise Fifty Two

(SOR 24-25 It.Code 04004A Pg. 66) Cu.mt. 1.00 22.52 Only

17 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing off

the excavated stuff upto 50 m lead.(B) Dense or Rupees Twenty Two

Hard soil And Paise Fifty Two

(SOR 24-25 It.Code 04004B Pg. 66) Cu.mt. 1.00 22.52 Only

18 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing of

the excavated stuff upto 50 m lead.(C) Hard Rupees Thirty And

Murrum Paise Ninety Seven

(SOR 24-25 It.Code 04004C Pg. 66) Cu.mt. 1.00 30.97 Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

19 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing off

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

not require Blasting Rupees Thirty Nine And

(SOR 24-25 It.Code 04004D Pg. 66) Cu.mt. 1.00 39.98 Paise Ninety Eight Only

20 Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out

and stacking of useful materials and disposing of

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

(SOR 24-25 It.Code 04004E Pg. 67) Rupees Thirty Nine And

Cu.mt. 1.00 39.98 Paise Ninety Eight Only

21 Add extra for Disposing off the excavated stuff of

above items for lead of (A) 50 m to 100 m Rupees Seventeen And

(SOR 24-25 It.Code 04005A Pg. 67) Cu.mt. 1.00 17.45 Paise Forty Five Only

22 Add extra for Disposing off the excavated stuff of

above items for lead of (B) 100 m to 200 m Rupees Thirty Four And

(SOR 24-25 It.Code 04005B Pg. 67) Cu.mt. 1.00 34.91 Paise Ninety One Only

23 Add extra for Disposing off the excavated stuff of

above items for lead of (C) 200 m to 300 m Rupees Fifty Two And

(SOR 24-25 It.Code 04005C Pg. 67) Cu.mt. 1.00 52.36 Paise Thirty Six Only

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

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

(SOR 24-25 It.Code 04005D Pg. 67) Cu.mt. 1.00 77.57 Only

25 Add extra for Disposing off the excavated stuff of

above Rupees One Hundred

items for lead of (E) 400 to 500 m Twenty Nine And Paise

(SOR 24-25 It.Code 04005E Pg. 67) Cu.mt. 1.00 129.28 Twenty Eight Only

26 Filling available excavated earth (excluding

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer Rupees One Hundred

by ramming and watering. Thirty Seven And Paise

(SOR 24-25 It Code 4006 Pg. 67) Cu.mt. 1.00 137.47 Forty Seven Only

27 Filling in plinth with sand under floors

including watering ramming, consolidating and Rupees Four Hundred

dressing complete Twenty Nine And Paise

(SOR 24-25 It Code 4007A Pg. 67) Cu.mt. 1.00 429.24 Twenty Four Only

28 Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness

including watering, ramming and consolidating Rupees Two Hundred

etc. complete. Seventy Three And

(SOR 24-25 It Code 4008A Pg. 67) Cu.mt. 1.00 273.86 Paise Eighty Six Only

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

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing Rupees Two Thousand

complete excluding cost of formwork in (A) Nine Hundred Eighty

Foundation and Plinth Five And Paise Eighty

(SOR 24-25 It.Code 5003A Pg. 71) Cu.mt. 1.00 2985.86 Six Only

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

Cement : 4- coarse sand : 8- hand broken stone

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A) Rupees Two Thousand

Foundation and Plinth Six Hundred Sixty And

(SOR 24-25 It.Code 5004A Pg. 71) Cu.mt. 1.00 2660.31 Paise Thirty One Only

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing Rupees Three

complete excluding cost of formwork in (A) Thousand Five Hundred

Foundation and Plinth Seventy Five And Paise

(SOR 24-25 It.Code 05010AA Pg. 72) Cu.mt. 1.00 3575.49 Forty Nine Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

32 Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and

placing in position complete upto floor two level Rupees Seventy Seven

(SOR 24-25 It Code 5014C Pg. 73) And Paise Twenty Nine

Kg. 1.00 77.29 Only

33 Providing and Laying ordinary cement concrete

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

stone aggregates 20 mm nominal size) and

finishing smooth with curing etc. complete

including the cost of formwork but excluding the

cost of reinforsement for R.C.C work in (iii) Slabs Rupees Six Thousand

having more than 10 cm and upto 13 cm. Eight Hundred Eighty

thickness Eight And Paise Fifteen

(SOR 24-25 It Code 05026C Pg. 76) Cu.mt. 1.00 6888.15 Only

34 Providing and laying ordinary cement concrete

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

stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete

including the cost of formwork but excluding the

cost of reinforcement for R.C.C work in (A) Rupees Eight Thousand

BEAMS :(i) Having cross-sectional area 0.05 to Five Hundred Ninety

0.08 Sq.M Three And Paise Eighty

(SOR 24-25 It Code 05031A1 Pg.78) Cu.mt. 1.00 8593.80 Only

35 Providing and laying ordinary cement concrete

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

stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete

including the cost of formwork but excluding the Rupees Twelve

cost of reinforcement for R.C.C work in (B) Thousand Three

COLUMNS: (i) Having cross-sectional area 0.05 Hundred Thirty Five

to 0.08 Sq.M And Paise Fifty One

(SOR 24-25 It Code 05031B1 Pg. 79) Cu.mt. 1.00 12335.51 Only

36 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced Rupees Three

concrete work in (A) Foundations, footings, Base Thousand Eight

of columns and Mass concrete Hundred Seventy Four

(SOR 24-25 It.Code-05024AA, P.No.75) And Paise Twenty Eight

Cu.mt. 1.00 3874.28 Only

37 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of Rupees Four Thousand

foundation level upto floor two level Four Hundred Twenty

(SOR 24-25 It.Code-05024BA, Pg.75) Six And Paise Twenty

Cu.mt. 1.00 4426.28 Eight Only

38 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Rupees Four Thousand

Girders and Cantilever upto floor two level. Three Hundred Ninety

(SOR 24-25 It.Code-05024CA, Pg.75) Nine And Paise Sixty

Cu.mt. 1.00 4399.66 Six Only

39 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

struts upto floor two level. Rupees Four Thousand

(SOR 24-25 It.Code-05024DA, Pg. 75) Five Hundred Five And

Cu.mt. 1.00 4505.06 Paise Six Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

40 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding landing Rupees Five Thousand

upto floor two level Four Hundred Sixty Two

(SOR 24-25 It.Code-05024EA, Pg.75) And Paise Twenty Two

Cu.mt. 1.00 5462.22 Only

41 Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (K) Vertical and Horizontial its

upto floor two level. Rupees Four Thousand

(SOR 24-25 It.Code-05024KA, Pg.76) Six Hundred Sixty Two

Cu.mt. 1.00 4662.90 And Paise Ninety Only

42 Providing and laying and fixing 50 mm thick

expansion joint by hydro cell semi rigid UV

resistance with high performance laminated Rupees One Thousand

closed cell polythene foam joint filler in sheet Four Hundred Ninety

foam as directed, etc. complete. One And Paise Three

(SOR 23-2 It.No.5048 P.No.82) Cu.mt. 1.00 1491.03 Only

43 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases

of Columns etc. and Mass concrete. Rupees One Hundred

(SOR 24-25 It.Code-09001AA, P.No.96) Ninety And Paise

Cu.mt. 1.00 190.74 Seventy Four Only

44 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as soffits

of supspened floors slabs Landings and the like.

(1) Floors etc. upto 200 mm in thickness. Rupees Two Hundred

(SOR 24-25 It.Code-09001B1A, P.No.96) Seventy Eight And

Cu.mt. 1.00 278.22 Paise Twenty Two Only

45 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as soffits

of suspended floor roof slabs Landings and the

like. (2) Floors etc. above 200mm in thickness. Rupees Two Hundred

(SOR 24-25 It.Code-09001B2A, P.No.96) Ninety Nine And Paise

Cu.mt. 1.00 299.22 Twenty Two Only

D:\MY Data\Letest Tender Year Rate\Tender - 2026-27\(8) Building Repairing (May-2026) (N-18) (W-7)\ Page 5 of

(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

46 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (C) Vertical surface such as

walls (any thickness) partitions and the like

including attached buttresses & string course & Rupees Two Hundred

the like. Fifty Eight And Paise

(SOR 24-25 It.Code-09001CA, P.No.96) Cu.mt. 1.00 258.97 Ninety Seven Only

47 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan. Rupees Three Hundred

(SOR 24-25 It.Code-09001G1A, P.No.96) Thirty Two And Paise

Cu.mt. 1.00 332.47 Forty Seven Only

48 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and

struts. (2)Circular or curved in Plan. Rupees Four Hundred

(SOR 24-25 It.Code-09001G2A, P.No.97) Twenty Six And Paise

Cu.mt. 1.00 426.96 Ninety Six Only

49 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Rupees Two Hundred

Depth. Fifteen And Paise

(SOR 24-25 It.Code-09001H1A, P.No.97) Cu.mt. 1.00 215.23 Twenty Three Only

50 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (H) (2) Sides and soffits of

Beams Beam Haunchings canti-levers Girders

Bressumers and Lintels exceeding 1M.in Depth. Rupees Two Hundred

(SOR 24-25 It.Code-09001H2A, P.No.97) Eighty Eight And Paise

Cu.mt. 1.00 288.73 Seventy Three Only

D:\MY Data\Letest Tender Year Rate\Tender - 2026-27\(8) Building Repairing (May-2026) (N-18) (W-7)\ Page 6 of

(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

51 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (I) Edges of slabs and Breaks

in floors and walls.

(SOR 24-25 It.Code-09001IA, P.No.97) Rupees Seventy Four

Cu.mt. 1.00 74.02 And Paise Two Only

52 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (K) Small surfaceassuch as

cantiever brackets and ends of steps caps and

basses to pilasters and Columns and the like. Rupees Six Hundred

(SOR 24-25 It.Code-09001KA, P.No.97) Three And Paise

Cu.mt. 1.00 603.70 Seventy Only

53 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (L) Chullah Hoods, weather

shades Chhajjas Corbels etc. including edges. Rupees One Hundred

(SOR 24-25 It.Code-09001LA, P.No.97) Seventy Three And

Cu.mt. 1.00 173.59 Paise Fifty Nine Only

54 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (M) Staircase with sloping or

stepped soffits including risers and stringers

excluding landing. Rupees Two Hundred

(SOR 24-25 It.Code-09001MA, P.No.98) Sixty Nine And Paise

Cu.mt. 1.00 269.48 Forty Eight Only

55 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (Q) Vertical fins and vertical Rupees Four Hundred

sun breakers. Twenty Three And

(SOR 24-25 It.Code-09001QA, P.No.98) Cu.mt. 1.00 423.46 Paise Forty Six Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

56 Providing and laying in position Ready Mixed M-

200 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per Rupees Four Thousand

latest IS 456 shall be maintained) Seven Hundred

(SOR 24-25 It Code 5055 Pg. 83) Seventy Nine And Paise

Cu.mt. 1.00 4779.20 Twenty Only

57 Providing and laying in position Ready Mixed M-

300 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (Cement level

475 kg ) Rupees Five Thousand

(SOR 24-25 It Code 5057 Pg. 84) Fifty One And Paise

Cu.mt. 1.00 5051.77 Seventy Seven Only

58 Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Rupees Three

Mortar 1:6 (1- Cement : 6 -fine sand)(B) Thousand Seven

Conventional (upto 10 ton) Hundred Eight And

(SOR 24-25 It Code 6002BA Pg. 86) Cu.mt. 1.00 3708.98 Paise Ninety Eight Only

59 Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinthin

superstructure above plinth level upto floor two

level (B) Conventional Rupees Four Thousand

(SOR 24-25 It Code 6002BA + 6006B Pg. 86 & Four And Paise Twelve

60 (i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and Rupees Five Hundred

plinth (B) Conventional Seventy Two And Paise

(SOR 24-25 It. Code 06008A2A Pg. 89) Sq.mt. 1.00 572.85 Eighty Five Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

61 (ii) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:5 (1-

Cement : 5 -coarse sand ) in foundation and plinth Rupees Five Hundred

(B) Conventional Sixty Two And Paise

(SOR 24-25 It. Code 06008B2A Pg. 89) Sq.mt. 1.00 562.34 Thirty Four Only

62 Providing 10mm thick cement plaster in single

coat on brick/concrete walls for interior plastering

upto floor two level and finished even and smooth

in (i)Cement mortar 1:3 (1-cement:3-sand) Rupees One Hundred

(SOR 24-25 It Code 17001A Pg. 141) Forty One And Paise

Sq.mt. 1.00 141.92 Ninety Two Only

63 Providing 10mm thick cement plaster in single

coat on brick/concrete walls for interior plastering

upto floor two level and finished even and smooth

in (ii) Cement mortar 1:4 (1-cement :4-sand) Rupees One Hundred

(SOR 24-25 It Code 17001B Pg. 141) Twenty Eight And Paise

Sq.mt. 1.00 128.09 Nine Only

64 Providing 10mm thick cement plaster in single

coat on brick/concrete walls for interior plastering

upto floor two level and finished even and smooth

in (iii) Cement mortar 1:6 (1-cement:6-sand) Rupees One Hundred

(SOR 24-25 It Code 17001C Pg. 141) Thirteen And Paise

Sq.mt. 1.00 113.75 Seventy Five Only

65 Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar Rupees One Hundred

1:3 (1-cement:3-sand) Eighty Eight And Paise

(SOR 24-25 It Code 17002A Pg. 141) Sq.mt. 1.00 188.98 Ninety Eight Only

66 Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar Rupees One Hundred

1:4 (1-cement :4-sand) Sixty Eight And Paise

(SOR 24-25 It Code 17002B Pg. 141) Sq.mt. 1.00 168.87 Eighty Seven Only

67 Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level and

finished even and smooth in (iii) Cement mortar Rupees One Hundred

1:6 (1-cement:6-sand) Forty Eight And Paise

(SOR 24-25 It Code 17002C Pg. 141) Sq.mt. 1.00 148.22 Twenty Two Only

68 Providing 20mm thick cement plaster in single

coat on single or half brick walls for interior

plastering upto floor two level and finished even

and smooth in (i) Cement mortar 1:3 (1-cement:3- Rupees Two Hundred

sand) Forty One And Paise

(SOR 24-25 It Code 17003A Pg. 141) Sq.mt. 1.00 241.48 Forty Eight Only

69 Providing 20mm thick cement plaster in single

coat on single or half brick walls for interior

plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement Rupees Two Hundred

:4-sand) Thirteen And Paise

(SOR 24-25 It Code 17003B Pg. 141) Sq.mt. 1.00 213.48 Forty Eight Only

70 Extra over items 58 to 64 for finishing with a

floating coat of neat cement slurry. (upto 10 ton)

(SOR 24-25 It Code 17004A Pg. 141) Rupees Fifty Three And

Sq.mt. 1.00 53.03 Paise Three Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

71 20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc. complete. Rupees Three Hundred

(SOR 24-25 It Code 17009 Pg. 142) Thirty And Paise

Sq.mt. 1.00 330.72 Seventy Two Only

72 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 :

coarse sand) in rough finishing and 8 mm thick

top coat of cement mortar 1:2 (1 Cement :

Coarse sand) finished with trovel including

scaffolding curing etc. complete. Rupees Two Hundred

(SOR 24-25 It Code 17017 Pg. 143) Ninety And Paise

Sq.mt. 1.00 290.72 Seventy Two Only

73 Providing and laying 25 mm thick stone wash

plaster out for all floors to the brick or concrete

surface consisting of base coat of cement plaster

15 mm thick in C.M. 1:4 (1 cement : 4 sand) in

rough finish and top coat of 10 mm in white

cement and gray cement and role poser mix in

proportion 1:1 i.e. equal proportion with dolomite

power, white or colour chips of grade No.0 to

required by volume and pigment mixed as

specified plaster will be washed out as directed

with drip with drip mould, pattern grooves as

approved pattern including scaffolding curing etc

(MR) Rupees Five Hundred

Sq.mt. 1.00 505.00 Five Only

74 Providing and applying on wall exterior/ interior of

Heritage surface texture granules finish of

Bakelite Hylam Limited (No.21-3005, 3006,

3008, 3013, 3014, 3015 and 3016) trowelled over

20 mm thick sand faced cement plastered (Two

coat of 12 mm in CM 1:3 & 8 mm coat in CM 1:1)

sub strata to get an average finish coat thickness

of 0.08 to 1.2 mm comprising of three

components viz. Dry granules, Granules, bonding

agent and top coat of glossy finish (Dry granules

shall be made from Silica sand, pigments, chiefly

inorganic) homopolymer emulsion mix etc, of

Bakelite Hylam product banding agent made of

acrylic copolymer emulsion, broad specturm

fungicide of Bakelite Hylam product etc and top

coat made from solvent based acrylic polymer of

Bakelite Hylam product including scaffolding.

(MR) Rupees Seven Hundred

Fifty Seven And Paise

Sq.mt. 1.00 757.50 Fifty Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

75 Providing Heritage Grannular or Flakies Taxtured

wall finishing on plastered surface after removing

and scraping and sand papering the wall surface

and finishing coat with Acrylic coated Heritage

Grannular or Flakes in fair homogenious coating

in clear matt finisher in approved design and

colour using Acrylic co-polymer bounding agent

for all height etc complete Rupees Seven Hundred

(RA-1) Seventy One And Paise

Sq.mt. 1.00 771.64 Sixty Four Only

76 Demolition and disposal of unserviceable

materials with all lead and lift.(i) Lime concrete. Rupees Five Hundred

(SOR 24-25 It Code 20001A Pg. 153) Sixty Six And Paise

Cu.mt. 1.00 566.94 Ninety Four Only

77 Demolition and disposal of unserviceable

materials with all lead and lift.(i) Lime concrete. Rupees Six Hundred

(SOR 24-25 It Code 20001B Pg. 153) Fifty Two And Paise

Cu.mt. 1.00 652.69 Sixty Nine Only

78 Demolition including stacking of serviceable

materilas and disposal of unserviceable materials Rupees One Thousand

with all lead and lift. (i) R.C.C. work One Hundred Thirty

(SOR 24-25 It Code 20002 Pg. 153) Three And Paise Eighty

Cu.mt. 1.00 1133.89 Nine Only

79 Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead Rupees Three Hundred

and lift. (i) In Lime Mortar. Ninety One And Paise

(SOR 24-25 It Code 20003A Pg. 153) Cu.mt. 1.00 391.96 Ninety Six Only

80 Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead Rupees Five Hundred

and lift.(ii) In Cement Mortar. Eighty Nine And Paise

(SOR 24-25 It Code 20003B Pg. 153) Cu.mt. 1.00 589.70 Seventy Only

81 Dismentling steel work including distempering

and stacking the materials with all lead and lift.

(SOR 23-2 It Code 20012 Pg. 154) Rupees Four And Paise

Kg. 1.00 4.03 Three Only

82 Removing and scraping of old deteriorated plaster

of any thickness fromm wall / R.C.C member

including stacking of serviceable material and

disposal of unserviceable from site of work with

all lead and lift Rupees Twenty And

(SOR 24-25 It Code 20045 Pg.155) Sq.mt. 1.00 20.84 Paise Eighty Four Only

83 Providing and fixing M.S. fan clamps of shape

and size as specified in existing R.C.C. slab Rupees One Hundred

including cutting chase and making good. Eighty Five And Paise

(SOR 24-25 It Code 21001 Pg.164) Each 1.00 185.49 Forty Nine Only

84 Cutting out cracks of roof terrace to V- section

cleaning out, wetting , grouting with cement and

sand slurry 1:3 (1-cement 3-sand ) Rupees Seventy One

(SOR 24-25 It Code 21002 Pg.164) And Paise Seventy Five

Rmt. 1.00 71.75 Only

85 Cutting out cracks roof terrace to V-Section

cleaning out and filling solidly with a hot mixture of

bitumen and clean dry sand (1:1 by weight)

(SOR 24-25 It Code 21003 Pg.164) Rupees Eighty One And

Rmt. 1.00 81.70 Paise Seventy Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

86 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 2.5 Mt,C/c.

with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg.

per 100 Metre, strained and fixed to posts with

G.I,staples including fixing the postsin ground with

0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc Rupees Three Hundred

complete. Ninety One And Paise

(SOR 24-25 It Code 22001 Pg.165) Rmt. 1.00 391.93 Ninety Three Only

87 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 one litre chemical emulsion dillute

with 39 liter of water will give. Total 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

(SOR 24-25 It Code 22006 Pg.166) Rupees Ninety One And

Sq.mt. 1.00 91.63 Paise Sixty Three Only

88 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 percent

is recommended i.e one litre 20 EC chemical

emulsion with 19 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 It Code 22007 Pg. 166) Rupees One Hundred

Twenty Four And Paise

Sq.mt. 1.00 124.35 Thirty Five Only

89 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

chemical emulsion dillute with 39 liter gof IS

concrentration total dillite concentration will be

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

(SOR 24-25 It Code 22008 Pg.166) Rupees Forty Six And

Sq.mt. 1.00 46.55 Paise Fifty Five Only

90 Providing and filling the expansion joints for

mm width & 12 mm depth, with polysulphide

sealant with application of primer including

scraping / removing the expansion filler materials

from joints, cleaning, repairing of the edges with

epoxy mortar of approved color and make, fixing

of abro tapes on the edges to prevent the

adjoining surface, etc. complete as directed by

Engineer-in-Charge. The contractor should

furnish a guarantee of 10 years as directed. Rupees Five Hundred

(MR) Thirty Five And Paise

Sq.mt. 1.00 535.30 Thirty Only

D:\MY Data\Letest Tender Year Rate\Tender - 2026-27\(8) Building Repairing (May-2026) (N-18) (W-7)\ Page 12 of

(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

91 Providing and fixing in 25mm expansion joints,

Premolded Compressible fibre board made from

Polymer based in black colour approved make

Supreme or equivalent (Polyurethane foam filler)

of the best quality, including in all shapes and all

levels etc. complete as directed by Engineer-in-

Charge and as per specification. Rupees Nine Hundred

(MR) Thirty Four And Paise

Sq.mt. 1.00 934.25 Twenty Five Only

92 Providing and fixing chain link fencing with M.S.

Angle posts 50 mm. X 50 mm. X 6 mm. &

Framing Work (40x40x6mm), Flat Intermedia

(32x3mm) and oil painting 3 coats fixed G.I.

chainlink Jali strained and fixed to posts with nut

& bolts, including fixing posts in ground with 0.5m Rupees Two Thousand

x 0.5m block in C.C.1:2:4 etc. complete. Two Hundred Twenty

(RA-2) Six And Paise Sixty

Rmt. 1.00 2226.63 Three Only

93 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 and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame

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

Metre for 150mm diameter sewer.

(SOR 24-25 It Code 24008A Pg. 182) Rupees Eleven

Thousand Forty Two

And Paise Seventy Four

Nos. 1.00 11042.74 Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

94 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 and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame

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

Metre for 150mm diameter sewer.

(SOR 24-25 It Code 24008B Pg.183) Rupees Nineteen

Hundred Forty Nine And

Nos. 1.00 19349.63 Paise Sixty Three Only

95 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 and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame

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

Metre for 150mm diameter sewer.

(SOR 24-25 It Code 24008C Pg.183) Rupees Twenty Three

Hundred Seventy And

Nos. 1.00 23470.48 Paise Forty Eight Only

96 Constructing Brick masonry road gully chamber

500mm x 450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame Rupees Two Thousand

complete. Seventeen And Paise

(SOR 24-25 It Code 24013A Pg.184) Nos. 1.00 2017.19 Nineteen Only

97 Constructing Brick masonry road gully chamber

450mm x 450mm x 775mm with vertical gating Rupees Two Thousand

complete. Five Hundred Forty Five

(SOR 24-25 It Code 24014 Pg. 184) And Paise Eighty Six

Nos. 1.00 2545.86 Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

98 Constructing brick masonry road gully chamber

1100mm x 775mm including 500mm x 450mm Rupees Eight Thousand

(C.I. horizontal grating with frame and vertical Seven Hundred Sixty

grating complete.) Seven And Paise

(SOR 24-25 It Code 24015A Pg. 184) Nos. 1.00 8767.25 Twenty Five Only

99 Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with briocks having croshing 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 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10

inside plaster 15mm thick with cement mortar 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. Rupees Two Thousand

(SOR 24-25 It Code 24016AA Pg. 185) Nine Hundred Thirty

Two And Paise Ninety

Each 1.00 2932.93 Three Only

100 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 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10

inside plaster 15mm thick with cement mortar 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 Rupees Three

inlets. Thousand Six Hundred

(SOR 24-25 It Code 24016BA Pg.185) Sixty And Paise

Each 1.00 3660.76 Seventy Six Only

101 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 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10

inside plaster 15mm 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

mm and 450mm deep for pipe lines with three or Rupees Seven

more inlets. Thousand One Hundred

(SOR 24-25 It Code 24016CA Pg. 185) Eighty And Paise Forty

Each 1.00 7180.44 Four Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

102 Earthwork for embankment including breaking

clods, dressing with all lead and lift (excluding

watering and consolidation)(A) From Borrow Rupees One Hundred

pits within land width Fourteen And Paise

(SOR 24-25 It Code 26001A Pg. 186) Cu.mt. 1.00 114.44 Forty Four Only

103 Earthwork for embankment including breaking

clods, dressing with all lead and lift (excluding

watering and consolidation)(B) From Borrow area Rupees One Hundred

within 0.5 Km.lead Sixty Two And Paise

(SOR 24-25 It Code 26001BA Pg. 186) Cu.mt. 1.00 162.25 Twenty Five Only

104 Earthwork for embankment including breaking

clods, dressing with all lead and lift (excluding

watering and consolidation)(C) From Borrow area Rupees One Hundred

within 1.0 Km.lead Sixty Five And Paise

(SOR 24-25 It Code 26001CA Pg. 1867) Cu.mt. 1.00 165.43 Forty Three Only

105 Earthwork for embankment including breaking

clods, dressing with all lead and lift (excluding

watering and consolidation)(D) From Borrow area Rupees One Hundred

within 2.0 Km. lead Seventy One And Paise

(SOR 24-25 It Code 26001DA Pg. 186) Cu.mt. 1.00 171.49 Forty Nine Only

106 Earthwork for embankment including breaking

clods, dressing with all lead and lift (excluding

watering and consolidation)(E) From Borrow area Rupees One Hundred

within 3.0 Km. lead Seventy Seven And

(SOR 24-25 It Code 26001EA Pg. 186) Cu.mt. 1.00 177.34 Paise Thirty Four Only

107 Providing and laying (Two level or slopes) and

jointing with stiff mixture or cement mortar in

proportion 1:1, salt glazed stone ware pipes

including testing of pipes and joints etc. complete

and Providing and laying Cement concrete 1:5:10

(1-Cement : 5-Fine sand :10-Graded stone

aggregate 40mm nominal size) bedding for

stoneware pipes (166mm Ave. bed thickness) of

following internal diameters with necessary

formwork and curing complete.(B) 200mm dia. Rupees Seven Hundred

(RA-3) Forty Nine And Paise

Rmt. 1.00 749.89 Eighty Nine Only

108 Housing Connection chamber light duty

(C) Frame Rupees Nine Hundred

Twenty And Paise

Nos. 1.00 920.11 Eleven Only

(1) Cover Rupees One Thousand

Forty And Paise Thirty

Nos. 1.00 1040.30 Only

109 Providing and construction 3.00 mt inner dia and

6.50mt deep sock pit including excavation BBCC,

Brick masonary work at bottom and top including

RCC Slab at top in honey combica masonary in Rupees Sixty Seven

mud goober as directed. Thousand One Hundred

(RA-4) Eighty Two And Paise

Nos. 1.00 67182.17 Seventeen Only

110 Providing construction of Septic tank of size

4.20x2.30x2.00 mt including necessary

excavation BBCC 1:5:10 Brick masonary work in

CM 1:5 RCC top Slab M-200 half brick masonary

partition 15mm thick cement plaster in CM 1:4 Rupees Sixty Seven

main hole with C.I. cover etc. complete Thousand Eight

(RA-5) Hundred Nine And

Nos. 1.00 67809.38 Paise Thirty Eight Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

111 Providing and laying water proofing treatment

with china mosaic tiles flooring over avg 50 mm

C.C. 1:2:4 bedding for maintaining slope for plain

and curve surface & 12 mm to 20 mm of broken

piece not more than 2.5CM of ceramic / glazed

tiles ( one for more colour as directed ) to be laid

over cement mortar bedding of C M 1:3 (1 cement

: 3 sand ) contain water proofing materials per

bag of cement useas specified by manufactured

and slops to be tempered to bring mortar up to

surface with using white cement and colour

pigment including rounding of junctions and

extending them up to 15 cm along the wall and

curing with bends any patens or design as per

drawing and cleaning by using oxalic acid etc. Rupees One Thousand

complete. One Hundred Sixty Four

(RA-6) And Paise Fifty Three

Sq.mt. 1.00 1164.53 Only

112 Labour charges for making holes of required

diameter in RCC work including machineries Rupees One Thousand

required and finishing the surface smooth etc Three Hundred Ninety

complete as directed by Engineer in charge. Three And Paise Eighty

(RA-7) Nos. 1.00 1393.80 Only

113 Providing and fixing Wire Fencing with "Y" Shape

1.20 meter height MS angle posts

40mmx40mmx6mm with oil painting of 2 coats on

Ms angle fixed at 1.50 meter Center to center with

circular shape galvanised steel barbed wire

wighting 9.38 Kg. per 100 meter stained and fixed

to posts with GI staples including fixing the

position on compound wall with 0.23x0.23x0.30

block in C.C. 1:3:6 and also rounded MS coil wire Rupees One Thousand

perifery on barbed wire etc. complete. Two Hundred Eighty Six

(RA-8) And Paise Seventy Four

Rmt. 1.00 1286.74 Only

114 Providind and fixing 18"x24: PVC heavy duty

cover with frame including all labour & other

fixtures and fastening etc complete as direction. Rupees One Thousand

(MR) One Hundred Eleven

Nos. 1.00 1111.00 Only

115 Patching of damaged concrete surface with

polymer concrete and curing compounds, initiator

and promoter, available in present formulations,

to be applied as per instructions of manufacturer Rupees Two Thousand

and as approved by the Engineer. One Hundred Ninety

(NH SOR 2023-24 It No. 17.6 Pg. 79) Nine And Paise Seventy

Nos. 1.00 2199.78 Eight Only

116 Applying epoxy mortar over leached, honey

combed and spalled concrete surface and

exposed steel reinforcement complete as per Rupees Four Hundred

Technical specification Thirty Six And Paise

(NH SOR 2023-24 It No. 17.8 Pg. 79) Nos. 1.00 436.32 Thirty Two Only

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(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

117 Scaffolding :- Providing erecting and dismentling

safe H frame and / pipe scaffolding including

working platform for external area of bridge pier to

facilitate all works etc. completed, Measurement

for payment shall be considered as per detailed

specification, (Property of contractor and

repetation will be paid per pier) (Every 1.M extra

height increse rate by 50 rupees / meter) (A) Rate

(As per MMCPL RA)

(A) Rate up to 5.0 Mt Rupees Two Hundred

Eight And Paise Six

Sq.mt. 1.00 208.06 Only

(B) Extra for additonal every 3.0 Mt height Rupees One Hundred

(MR) Sq.mt. 1.00 101.00 One Only

118 Providing, Supplying & mixing MC-30 chemical Rupees Five Hundred

bag (15 Kg.) Thirty And Paise Twenty

(MR) Nos. 1.00 530.25 Five Only

119 Providing, Supplying & mixing MC-30+ chemical Rupees Six Hundred

bag (10 Kg.) Thirty Six And Paise

(MR) Nos. 1.00 636.30 Thirty Only

120 Providing & Laying Synroof Hi Build 2mm thick

ecectrometric, premium quality acrylic coating as

a water proofing membrane finished with consists

a coat of Bituen primer & 80 GSM membrane on

terrace with ultra violet resitance and working up

to any height with 5 years guarantee against any

leakage etc. completed as per detail specification

& as directed by engineer in charge. Rupees Seven Hundred

(RA-9) Forty Seven And Paise

Sq.mt. 1.00 747.40 Forty Only

121 Providing & fixing Rajor coil wire fencing having

diameter of 0.45 mt with 5 Nos. of Supporting

Barbed Wire (11 to 12kg./100 mt) including using

of M.S angle 40x40x5mm as per detail drawing,

fixing in Coping completed with one coat of primer

& two coats of oil paint to M.S angle etc. complete

as directed by engineer in charge Rupees Five Hundred

(MR) Fifty Five And Paise

Sq.mt. 1.00 555.50 Fifty Only

122 Providing and Fixing Chain link fencing with M.S.

Angel posts 50mm x 50mm x 6mm & Framing

work (40x40x6mm) Flat intermedia (25x3mm) and

oil Painting 3 coats fixed G.I cjanlink jali strained Rupees Three

and fixed to posts with nut & bolts, including fixing Thousand Nine

in ground with 0.5m x 0.5m block in C.C. 1:2:4 Hundred Thirty Three

etc. Complete. And Paise Eighty Seven

(RA-10) Sq.mt. 1.00 3933.87 Only

123 Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Rupees Four Thousand

Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash Two Hundred Fifty Six

Bricks And Paise Thirteen

(SOR 24-25 It Code 06001CA Pg. 86) Cu.mt. 1.00 4256.13 Only

124 Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Rupees Four Thousand

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Two Hundred Twenty

Bricks Five And Paise Thirty

(SOR 24-25 It Code 06002CA Pg. 86) Cu.mt. 1.00 4225.38 Eight Only

D:\MY Data\Letest Tender Year Rate\Tender - 2026-27\(8) Building Repairing (May-2026) (N-18) (W-7)\ Page 18 of

(As per SOR 2024-25 / MR)

Item of Work Unit Qty. Total Rate In Words

125 (i) Half brick masonry in common brunt clay

building bricks having crushing strength not less

than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-

Cement : 4 -coarse sand ) in foundation and plinth Rupees Six Hundred

(C)Fly Ash Bricks Thirty Four And Paise

(SOR 24-25 It Code 06008A3A Pg. 89) Sq.mt. 1.00 634.27 Twenty Seven Only

I /We am /are willing to carry out the work at ……………….% (In

words……….………………………….percent) Above / Below (percent should be written in

figure and words) of the estimated rates mentioned above keeping in view the following

conditions and the detailed tender conditions attached herewith separately.

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D:\MY Data\Letest Tender Year Rate\Tender - 2026-27\(8) Building Repairing (May-2026) (N-18) (W-7)\ Page 19 of