Annual Maintenance Contract of various items & materials for the office of N. P. Dam Div 2 at Ekta nagar for one year (2026-27)

Name of Work: Annual Maintenance Contract of various items &

materials for the office of N. P. Dam Div 2 at Ekta nagar for one

Item Description Unit Labour

Chapter 1: Material Rates

2 TMT Bar FE 500 D Quintal

3 Water Proofing Material kg.

4 White Cement MT

5 Distemper Primer Lit.

6 Dry Distemper Kg.

7 Oil Bound Distemper Kg.

8 Water Proofing Cement Paint Kg.

9 Plastic Emulsion Paint Lit.

10 Enamel Paint Lit.

11 Turpentine Lit.

12 Synthetic Enamel Paint Lit.

13 Black Japan Paint Lit.

14 White Paint Lit.

15 Ready Mixed Red Lead Paint Lit.

16 Soft Brush Each

17 Soft brushes 100 mm size Each

18 Soft brushes 20 mm size Each

19 Soft brushes 25 mm size Each

20 Soft brushes 40 mm size Each

21 Soft brushes 50 mm size Each

22 Soft brushes 75 mm size Each

23 Thick Wire Brushes Each

24 Flat iron bracket with nuts, bolts , bitumen & GI washers Each

25 1.8 mm thick FRP sheet Sq. mt.

26 CPVC Pipe SDR 13.5-15 mm diameter (1/2") Rmt

27 CPVC Pipe SDR 13.5-20 mm diameter (3/4") Rmt

28 CPVC Pipe SDR 13.5-25 mm diameter (1") Rmt

29 CPVC Pipe SDR 13.5-32 mm diameter (1 1/4") Rmt

30 CPVC Pipe SDR 13.5-40 mm diameter (1 1/2") Rmt

31 CPVC Pipe SDR 13.5-50 mm diameter Rmt

32 CPVC Pipe jointing solution 50 ml Each

33 UPVC SCH 40 for cold water 15 mm dia (1/2") Rmt

34 UPVC SCH 40 for cold water 20 mm dia (3/4") Rmt

35 UPVC SCH 40 for cold water 25 mm dia (1") Rmt

36 UPVC SCH 40 for cold water 32 mm dia (1 1/4") Rmt

37 UPVC SCH 40 for cold water 40 mm dia (1 1/2") Rmt

38 UPVC SCH 40 for cold water 50 mm dia (2") Rmt

39 UPVC Pipe jointing solution 50 ml Each

40 Fine Sand Cum

41 Coarse sand Cum

Crushed stone aggregates of hard quality 40 mm to 63 mm

43 Crushed stone aggregates of hard quality 40 mm Cum

44 Crushed stone aggregates of hard quality 20 mm Cum

45 Crushed stone aggregates of hard quality 10 mm Cum

Crushed stone aggregates of hard quality 10 mm to 20 mm

47 Crushed stone aggregates of hard quality 6 mm to 10 mm size Cum

48 Brick aggregates/bats 40 mm Cum

49 Brick aggregates/bats 20 mm size Cum

50 Bricks (Conventional size) 1000 Nos

51 Quarry spalls Cum.

52 Murrum Binding Material Cum

53 Hard Murrum Cum

54 Barbed wire for fencing of galvanized steel wire Quintal

55 Weather proof acrylic exterior emulsion paint Ltr

1 (a)Metal Primer paint.(Red oxide) Lit.

2 (b)Aluminium Paint (Medium) - IS-2339 Lit.

3 (c)Zinc chromate primer oxide - IS-2074 Lit.

4 (d)Epoxy Black paint Lit.

5 (e)Thinner for Epoxy paint Lit.

6 (f)Thinner for General Purpose Lit.

7 (g) Enamel Paint Lit.

Chapter 2: BASIC RATE INPUT OF LABOUR

3 Blacksmith 1st Class Each

4 Blacksmith 2nd Class Each

5 Carpentar 1st class Each

6 Carpentar 2nd class Each

7 Chowkidar Each

8 Mason 1st class Each

9 Mason 2nd class Each

10 Mazdoor (Female) Each

11 Mazdoor (Male) Each

12 Painter Each

13 Plumber (fitter) assist Each

14 Polisher Each

16 White Washer Each

Labour for applying two coat of preventative coating on steel

per day (Painter) days

18 Semi skill helper days

19 Unskilled Labour days

Chapter 3: Hire Charges

1 Hire Charges for Bitiminious filter oil Fire Hour

2 Hire Charges for Bitiminious Mixer Hour

3 Hire Charges for Pneumatic Road Roller Hour

4 Hire Charges for Tendon Road Roller Hour

5 Hire charges for Compressor Per day

Hydraulic Excavator 1 cum bucket capacity @ 60 cum per

7 Tipper 10 tonne capacity tonne

8 Dozer 80 HP for spreading @ 200 cum per hour Hr.

9 Vibratory roller 8 - 10 tonnes @ 100 cum per hour Hr.

10 Hire charges for road Roller

11 Hire Charges for Vibratory Road Roller Hr.

Tractor Trolley (Considering 1 Tractor Trolley for 20 Days (8

Hours per Day Rs.245 per Hour)

13 Diesel Generator Day

14 Hire charges for crane Hr

Chapter 4: Mortars

1 Cement Mortar 1:1 (1-Cement: 1- fine sand) Cum

2 Cement Mortar 1:2(1-Cement: 2- fine sand ) Cum

3 Cement Mortar 1:3(1-Cement: 3- fine sand ) Cum

4 Cement Mortar 1:4(1-Cement: 4- fine sand ) Cum

Chapter 5: Earthwork (With Mechanised efforts or Machineries)

Excavation for foundation upto 1.5 m depth including sorting

1 out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter lead.(A) Loose or Soft Soil

Excavation for foundation upto 1.5 m depth including sorting

2 out and stacking of useful materials and disposing off the Cum

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

Excavation for foundation upto 1.5 m depth including sorting

3 out and stacking of useful materials and disposing off the Cum

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

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

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

Excavation for foundation upto 1.5 m depth including sorting

5 out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

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

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

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

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 Blasting

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

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

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

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

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

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 Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

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

Filling in foundation and plinth with murrum or selected

16 soil in layers of 20cm. thickness including watering, ramming Cum

and Consolidating etc. complete.

Chapter 6: Earthwork (With Manual Labour)

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)

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)

Excavation for foundation upto 1.5 m depth including sorting

3 out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter. (C)Hard Muruum

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

Excavation for foundation upto 1.5 m depth including sorting

5 out and stacking of useful materials and disposing off the Cum

excavated stuff upto 50 Meter lead.(E) Hard Rock

Chapter 7: Concrete Work

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

coarse sand : 6- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth

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) Foundation and Plinth

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

coarse sand : 6- crushed stone aggregates 20 mm nominal

size) and curing complete including cost of formwork in (A)

Wall Caps / Coping

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

Coarse sand : 10- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth

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

Coarse sand : 6- Graded brick bat aggregate 40mm normal

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

Foundation and Plinth

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

Coarse sand : 8- Graded Brick bats aggregate 40mm normal

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

Foundation and Plinth

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

fine sand : 10- graded brick bat aggregates 40mm nominal

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

Foundation and Plinth

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

9 size) and curing complete excluding cost of formwork in Cum

(B) Independent Piers, Columns and Pillars upto floor two

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

10 size) and curing complete excluding cost of formwork and Cum

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork

and reinforcement for reinforced concrete work in (B) Slab,

Landing. Sleves, Balconies, 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

12 size) and curing complete excluding cost of formwork and Cum

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

13 size) and curing complete excluding cost of formwork and Cum

reinforcement for reinforced concrete work in (E)Staircases

excluding landing upto floor two leve

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

2- Coarse sand : 4- graded stone aggregates 20 mm nominal

14 size) and curing complete excluding cost of formwork and Cum

reinforcement for reinforced concrete work in (K)Vertical and

Horizontial its upto floor two level

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

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) for reinforced concrete Chhajjas not

exceeding 10cm. thickness upto floor two level including

finishing the exposed surfaces with cement mortar 1:3

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

surface centering and formwork and curing complete

excluding cost of reinforcement.

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

16 bending binding, and placing in position complete upto floor kg

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

17 including bending, binding and placing in position complete kg

upto floor two leve

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

18 including bending, binding and placing in position complete kg

upto floor two level

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

19 including bending, binding and placing in position complete Kg

upto floor two level

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

20 including bending, binding and placing in position complete Kg

upto floor two level

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

for reinforced concrete work in (A) Foundations,

footings,Base of columns and Mass concrete

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

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

foundation level upto floor two leve

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

23 for reinforced concrete work in (C) Slabs, landing, shelves, cu. m

Balconies, Lintels, Beams, Girders and Cantilever upto floor

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

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

struts upto floor two level.

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and reinforcement

for reinforced concrete work in (E) Staircases excluding

landing upto floor two level

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

26 reinforcement for reinforced concrete work in (A) Foundations, cu. m

footings, Base of columns and Mass concrete

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 foundation level upto floor two level

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

28 reinforcement for reinforced concrete work in (C) cu. m

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

Cantilever upto floor two level

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (E) Staircases

excluding landing upto floor two level

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.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

32 reinforcement for reinforced concrete work in (A) Foundations, cu. m

footings, Base of columns and Mass concrete

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for 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 complete excluding the cost of formwork and

34 reinforcement for reinforced concrete work in (C) cu. m

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

Cantilever upto floor two level.

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts, upto floor two level.

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

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

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

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

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

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

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

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

cm and upto 10 cm.thickness

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

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

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

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

10 cm and upto 13 cm. thickness

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

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

nominal size) and finishing smooth with curing etc. complete

including the cost of 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 smooth with curing etc. complete including the cost of

40 formwork but excluding the cost of reinforsement for R.C.C cu. m

work in (i) Slabs upto 8cm thickness

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of

41 formwork but excluding the cost of reinforsement for R.C.C cu. m

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

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of

42 formwork but excluding the cost of reinforsement for R.C.C cu. m

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

Providing and Laying controlled cement concrete M.150 and

finishing smooth with curing etc. complete including the cost of

43 formwork but excluding the cost of reinforsement for R.C.C cu. m

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

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

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

nominal size) exposed work with curing etc. complete

including the cost of formwork but excluding the cost of

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

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

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

nominal size) exposed work with curing etc. complete

including the cost of formwork but excluding the cost of

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

cm and upto 10 cm.thickness

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

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

nominal size) exposed work with curing etc. complete

including the cost of formwork but excluding the cost of

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

10 cm and upto 13 cm. thickness

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

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

nominal size) exposed work with curing etc. complete

including the cost of 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

exposed work with curing etc. complete including the cost of

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

work in (i) Slabs upto 8cm thickness

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of

49 formwork but excluding the cost of reinforsement for cu. m

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

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of

50 formwork but excluding the cost of reinforsement for cu. m

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

Providing and laying controlled cement concrete M.150 and

exposed work with curing etc. complete including the cost of

51 formwork but excluding the cost of reinforsement for cu. m

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

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

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

52 nominal size) for R.C.C lintel including finishing smooth cu. m

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

excluding the cost of reinforcement.

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

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

nominal size) and finishing smooth with,curing etc. complete

including the cost of formwork but excluding 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 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

54 including the cost of formwork but excluding the cost of cu. m

reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross-

sectional area more than 0.08Sq.M and upto 0.12 Sq.M

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

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

nominal size) and finishing smooth with,curing etc. complete

55 including the cost of formwork but excluding the cost of cu. m

reinforcement for R.C.C work in (A) BEAMS :(iii) Having cross-

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

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

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

nominal size) and finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost of

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

cross-sectional area 0.05 to 0.08 Sq.M

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

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

nominal size) and finishing smooth with,curing etc. complete

57 including the cost of formwork but excluding the cost of cu. m

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

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

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

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

nominal size) and finishing smooth with,curing etc. complete

58 including the cost of formwork but excluding the cost of cu. m

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

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

Providing and laying ordinary cement concrete M.150exposed

work with curing etc. complete including the cost of formwork

59 but excluding the cost of reinforcement for R.C.C. work in (A) cu. m

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 the cost of reinforcement for

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

more than 0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including the

cost of formwork 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 0.18 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including the

62 cost of formwork but excluding the cost of reinforcement for cu. m

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

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including the

cost of 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 upto 0.18 Sq.M

Providing and laying controlled cement concrete

M.150exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement for

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

more than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

65 formwork but excluding the cost of reinforcement for R.C.C. cu. m

work in(A) BEAMS :(i) Having cross-sectional area 0.05 to

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

66 formwork but excluding the cost of reinforcement for R.C.C. cu. m

work in (A) BEAMS :(ii) Having cross-sectional area more than

0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

67 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

68 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

69 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.08 Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.200

exposed work with curing etc. complete including the cost of

70 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

71 formwork but excluding the cost of reinforcement for R.C.C. cu. m

work in (A) BEAMS :(i) Having cross-sectional area 0.05 to

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

72 formwork but excluding the cost of reinforcement for R.C.C. cu. m

work in (A) BEAMS :(ii) Having cross-sectional area more than

0.08Sq.M and upto 0.12 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

73 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.12Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

74 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

75 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.08 Sq.M and upto 0.18 Sq.M

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

76 formwork but excluding the cost of reinforcement for R.C.C. cu. m

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

than 0.12Sq.M and upto 0.18 Sq.M

Providing and applying anticarrasive treatment with polymer

base materials to the steel reinforcement including descaling

77 the dust and applying the preventive coating of approved MT

make (for the R.C.C. structures near coastal area only) etc

Providing and fixing in expansion joint 100 mm thick

expansion joint board of best quality and approved make

including cutting to required size and shape at all levels etc.

complete as directed.

Providing and laying and fixing 50 mm thick expansion joint by

hydro cell semi rigid UV resistance with high performance

laminated closed cell polythene foam joint filler in sheet foam

as directed, etc. complete.

Providing and laying and fixing 25 mm thick expansion joint by

hydro cell semi rigid UV resistance with high performance

laminated closed cell polythene foam joint filler in sheet foam

as directed, etc. complete.

Applying and providing Expansion joint sealing System on

mm vide joint including cleaning of exansion joint by

mechanical means provision of adhesive and flexible

membrane with required bond length as per manufacturer

specification and 4mm thick alluminium strip covering with one

side sloted and bolted with suitable system, inclusive of all

manpower, machinery and material as per specification and

Providing and filling the expansion joint by polymer confirm to

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

making groove of 50 mm x 12.5 mm lather by cutting or by

82 repairing groove and removing mortar drop or any other Sqm

foreign materials including applying primer and filling required

size (oversize of joint PU foam etc. complete.

Providing and filling the expansion joint by polymer confirm to

BS 4254-1983 as per required shade and manufactured

specifi-cation by making groove of 25 mm x 12.5 mm lather by

83 cutting or by repairing groove and removing mortar drop or Sqm

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 on existing expansion joint horizontally &

vertically with all material, hardware, acessories & fittings etc

Providing and laying in position Ready Mixed M-150 grade

concrete for reinforced cement concrete 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

85 of R.M.C. from transit mixer to site of laying, excluding the cu. m

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)

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

86 of R.M.C. from transit mixer to site of laying, excluding the cu. m

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)

Providing and laying in position Ready Mixed M-250 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

87 of R.M.C. from transit mixer to site of laying, excluding the cu. m

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 450 kg )

Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

88 of R.M.C. from transit mixer to site of laying, excluding the cu. m

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 )

Providing and laying in position Ready Mixed M-350 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

89 of R.M.C. from transit mixer to site of laying, excluding the cu. m

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 500 kg )

Providing and applying anti carbonation, anti fading, mold

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec. pH

90 of 7.00 to 10.00 and Sp. Gravity @ Room Temperature Sqm

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-

2010) by a NBA Grade "A" accredited institution.

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum, non-staining with

less than 1% water absorption & compression recovery of

93% minimum as per specification for 12 mm wide expansion

joint including cutting to required size and shape at all levels

etc.complete as directed.

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum. non-staining with

less than 1% water absorption & compression recovery of

93% minimum as per specification for 20 mm wide expansion

joint including cutting to required size and shape at all levels

etc.complete as directed.

Providing and fixing premoulded compressible filler board in

black colour confirming to MoRT&H Specifications (Clause

1015), having minimum density 95kg/cum. non-staining with

less than 1% water absorption & compression recovery of

93% minimum as per specification for 40 mm wide expansion

joint including cutting to required size and shape at all levels

etc.complete as directed.

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having weathering

resistance to ultra-violet rays and shall exhibit shore A

hardness of 25 and have movement accommodation factor

25% including using of compatible primer of approved

standard etc. complete. for 12 mm thick joint

Providing and applying the elastomeric joint sealant two

component, high performance polysulfide formulation

conforming to BS:4254 and ASTM C 920 having weathering

resistance to ultra-violet rays and shall exhibit shore A

hardness of 25 and have movement accommodation factor

25% including using of compatible primer of approved

standard etc. complete. For 20 mm thick joint

Chapter 8: Masonry Work

Brick work using common burnt clay building bricks having

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

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

Brick work using common burnt clay building bricks having

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

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

Brick work using common burnt clay building bricks having

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

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

Brick work using common burnt clay building bricks having

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

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

Brick work using common burnt clay building bricks

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

foundation and plinth in Cement Mortar 1:6. (1-

Cement : 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks having

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

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

(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 (A) Modular

(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 (B) Conventional

(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 (C)Fly Ash Bricks

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

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

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

and plinth (A) Modular

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

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

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

and plinth (B) Conventional

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

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

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

and plinth (C)Fly Ash Bricks

Half brick masonry in common brunt clay building bricks

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

13 Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of Sqm

6mm Mild steel round bars after every three course embedded

in Cement Mortar in foundation and plinth (A) Modular

Half brick masonry in common brunt clay building bricks

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

14 Cement mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of Sqm

6mm Mild steel round bars after every three course embedded

in Cement Mortar in foundation and plinth (B) Conventional

Half brick thick honey- comb brick work with common burnt

clay building bricks having crushing strength not less than

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

Half brick thick honey- comb brick work with common burnt

clay building bricks having crushing strength not less than

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

Masonary work using Aerated light weight concrete block

having crushing strength not less than 35 kg/sqcm for super

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

mortar 1:5 ( 1 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 /

mm / 3000 mm / 3300 mm in length made from of controlled

cement concrete M20 having cube compressive strength not

less than 20 MPa jointing with high strength & tensile adhesion

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

Providing and laying Precast Lightweight concrete hollow core

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

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

mm / 3000 mm / 3300 mm in length made from of controlled

cement concrete M20 having cube compressive strength not

less than 20 MPa jointing with high strength & tensile adhesion

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

Providing and laying Precast Regular concrete hollow core

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

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

mm / 3000 mm / 3300 mm in length made from of controlled

cement concrete M35 having cube compressive strength not

less than 35 MPa jointing with high strength & tensile adhesion

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

Providing and laying Precast Regular concrete hollow core

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

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

mm / 3000 mm / 3300 mm in length made from of controlled

cement concrete M35 having cube compressive strength not

less than 35 MPa jointing with high strength & tensile adhesion

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

(i) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Cement

Mortar 1:6 (1-cement : 6- coarse sand including

levelling up etc.complete

(ii) Uncoursed Rubble Masonry with hard stone of approved

23 quality in foundations and plinth in Cement mortar 1:5 (1- Cum

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

(iii) Uncoursed Rubble Masonry with hard stone of approved

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

1.5-coarse sand including levelling up etc. complete

Precast concrete block masonry (including quoin blocks jamb

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

25 made of cement concrete 1:3:6 mix (1 Cement : 3 coarse Cum

sand: 6- graded stone aggregates of 20 mm and down grade)

in foundation and plinth cement mortar 1:6

Precast concrete block masonry in partition walls 10 cm. thick

with solid block of approved size (including quion blocks Jamb

26 blocks closer etc.) made of C.C.1:3:6 (1 Cement : 3- coarse Sqm

sand : 6 graded stone aggregates 20 mm and down grade) (A)

Providing and laying hollow block masonry 190 mm thick using

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

27 Cement Mortar 1:4 laying in perfect line level and plint Sqm

propering groding the jaints ind. the cast of scaffolding and

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

Providing coursed rubble stone masonry in Cement

Mortar 1:3 or sub-structure including curing and

necessary scaffolding complete (Without cement pointing)

(A) Height from 0.0M. to 5.0 M.

Providing coursed rubble stone masonry in Cement

Mortar 1:3 or sub-structure including curing and

necessary scaffolding complete (Without cement pointing)

(B) Height from 5.0M. to 10.0 M.

Chapter 9: Formwork

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

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

the same for in situ reinforced concrete and plain concrete

work in. (A) Foundations Footings Bases of Columns etc. and

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

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 & 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

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

the same for in situ reinforced concrete and plain concrete

work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below

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

Extra for Providing formwork with sheathing steel sheets so as

6 to give a fair finish in (A) Foundations, Footings, Bases of Sqm

Columns etc. and Mass concrete

Chapter 10: Roof Covering

Providing corrugated G.I. sheet of class-3 roofing

fixed with galvanized iron J or L Hooks, Bolts and nuts

8mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses.(1) 0.80 mm

Providing ridges or hips 600 mm overall in plain G.I. sheet

class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I.

Limpet and bitumen washer complete. (1) 0.80 mm thick

Providing valleys 900mm overall in plain 1.6mm thick G.I.

sheet fixed with G.I. J or L Hooks, Bolts and nuts

glavanised iron J or L Hooks Bolts 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

4 brackets 40mm x 3mm size Bolts, Nuts, washers etc. Sqm

including making necessary connection with rain

water pipes. (i) 0.80 mm thick Sheet.

Filling cement concrete 1:2:4 (1- Cement :2-coarse sand :4-

5 graded stone aggregate 12.5 mm nominal size) in gaps of Rmt

A.C. sheet corrugation and wings of ridges.

Providing and fixing tiles roofing with manglore tiles including

teak reepers of sizes 50mm x 25mm.

Providing and fixing five courses water proofing 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

7 bitunen saturated under lay type land third course with fibre Sqm

base self finished felt type 2 grade 1 and fifth 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 cement mortar 1:2 (1- Cement : 2-fine sand) (A) 75 mm

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- coarse sand :4- graded stone aggregate

of 20mm nominal size ) and cutting holes and making good

the wall etc, complete. (A) 75mm dia.

Providing and fixing and embedding sand, C.I. rain water

pipes in the masonry surrounded with 12mm thick cement

mortar of the same mix as that of masonry. (A) 75 mm dia

Providing and fixing for wall plugs and standard holder bat

11 clamps comprising of two semicircular haves of flat iron and Each

cast iron base screwed on wooden plugs. (B) 80 mm dia.

Providing and fixing for wall plugs and standard holder bat

12 clamps comprising of two semicircular haves of flat iron and Each

cast iron base screwed on wooden plugs. (C) 100 mm dia.

Providing and Fixing 6 mm thick Lexan Polycarbonate multi

wall roofing sheet fixed with hilti screw and rubber silicon

sealer and alluminium strip of size 50 x 3 mm etc complete as

directed by Engineer in charge.

Chapter 11: Plastering & Pointing

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)

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)

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-

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 1:3 (1-cement:3-sand)

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 1:4 (1-cement :4-sand)

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 1:6 (1-cement:6-sand)

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-

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

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 (iii) Cement mortar 1:6 (1-

20mm thick sand faced cement plaster on walls upto height

10 meters above ground level consisting of 12 mm thick

backing coat of C.M. 1:3 (1-cement:3-sand) and 8 mm thick

finishing coat of C.M.1:1 (1-cement:3-sand) etc. complete

Pointing on brickwork with cement mortar 1:3 (1-cement : 3-

coarse sand) (A) Flush pointing

Pointing on brickwork with cement mortar 1:3 (1-cement : 3-

coarse sand) (B) Ruled pointing

Pointing on brickwork with cement mortar 1:4 (1-cement : 4-

coarse sand)(A) Flush pointing

Pointing on brickwork with cement mortar 1:4 (1-cement : 4-

coarse sand) (B) Ruled pointing

Pointing on coursed stone masonry with cement mortar 1:3 (1-

cement : 3-coarse sand) (A) Flush pointing

Pointing on coursed stone masonry with cement mortar 1:3 (1-

cement : 3-coarse sand) (B) Ruled pointing

Pointing on Uncoursed stone masonry with cement mortar 1:3

(1-cement : 3-coarse sand) (A) Flush pointing

Pointing on Uncoursed stone masonry with cement mortar 1:3

(1-cement : 3-coarse sand)(B) Ruled pointing

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 finshing and 8 mm thick top

coat of cement mortar 1:2 (1 cement: 2 coarse sand) finished

with trowel inculding scaffolding curing etc. complete.

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 floor two level and finished even and

smooth in Cement mortar 1:6 (1 Cement : 6 sand)

Providing 15 mm thick cement plaster by using Ready Mix

Mortar for plaster in single coat on rough (similar) side of

21 single or half brick walls for interior plastering upto floor two Sqm

level and finished even and 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 floor two level and finished even and

smooth in Cement mortar 1:6 (1 Cement : 6 sand)

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 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

24 single or half brick walls for interior plastering upto floor two Sqm

level and finished even and smooth in Cement mortar 1:4 (1

Cement : 4 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 floor two level and finished even and

smooth in Cement mortar 1:4 (1 Cement : 4 sand)

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 floor two level and finished even and

smooth in Cement mortar 1:3 (1 Cement : 3 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 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

28 single or half brick walls for interior plastering upto floor two Sqm

level and finished even and smooth in Cement mortar 1:3 (1

Cement : 3 sand)

Chapter 12: Whitewashing & Distempering

White washing with lime on wall surface (two coats) to give an

even shade including thorougly brooming the surface to

remove all the dirt,dust; mortar drops and other forgeing

White washing with lime on wall surface (one coat) to give an

even shade including thorougly brooming the surface to

remove all the dirt,dust; mortar drops and other forgeing

Colour washing with lime on wall surface (two coats) over and

including a primary coat of white washing to give an even

shade after thorougly brooming the surface to remove all the

dirt,dust; mortar drops and other forgein brand

Colour washing with lime on wall surface (one coats ) to give

4 an even shade including throughly brooming the surface to Sqm

loose scales of lime wash and other foreign matter.

Cement washing with Portland cement slurry on wall surface

(one coat) to give a smooth finish inclduing thoroughly

brooming the surface to remove all the dirt,dust; mortar drops

and other forgeing matter.

Removing dry or oil bound distemper by a washing and

6 scraping and sand papering the wall surface smooth including Sqm

necessary repairs to scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

7 surfaces of given an even shade, over and including a priming Sqm

coat of whiting after thoroughly brooming the surface free from

mortar dropping and other foreign matter.

Distempering with dry distemper of approved brand and

manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the

surface clean of all grease, dirt, loose pieces of scales

including preparing the surface even and sand papered

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

9 coat with distemper primer of approved brand and Sqm

manufacture after thoroughly brushing the surface 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

10 priming coat with alkali resistance primer of approved brand Sqm

after thoroughly brushing the 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 pieces of scales and also including

distempering with oil bound washable distemper of preparing

the surface even and smooth.

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

12 manufacture and of required shape even shade after Sqm

thoroughly brushing the surface to remove all dirt and remains

of loose powered materials.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall surface

13 to give an even shade including throughly brushing the surface Sqm

free from mortar droppings and other foreign matter and sand

papered smooth.

Chapter 13: Painting

Applying priming coat over new steel and other metel surface

after and including preparing the surface by throughly

1 cleaning, oil,grease, dirt and other foreign matter and scoured Sqm

with brushes fine steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and

other metal surface with enamel paint, brushing, interior to

2 give an even shade including cleaning the surface an even Sqm

shade including cleanicn the 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 shade including cleaning the surface

of all dirt, dust and other foreign matter.

Painting two coats (excluding priming coat) on new steel and

other metal surface with synthetic enamel paint, brushing to

give an even shade including cleaning the surface of all dirt,

dust and other foreign matter.

Painting one coats (excluding priming coat) on previously

printed steel and other metal surface with synthetic enamel

paint, brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

Painting two coats (excluding priming coat) on external

surface of new rain water, soil, waste and vent pipes and

6 fittings with ready mixed bituminous brushing, black, Sqm

anticorrosive to give an even shade including cleaning of all

dirt, dust and other foreign matter. (B) 75mm dia.

Painting two coats (excluding priming coat) on external

surface of new rain water, soil, waste and vent pipes and

7 fittings with ready mixed bituminous brushing, black, Sqm

anticorrosive to give an even shade including cleaning of all

dirt, dust and other foreign matter. (C) 100mm dia.

Appliying priming coat over new wood and wood based

surface after and including preparing the surface by throughly

8 cleaning oil, grease, dirt and other foreign matter, sand Sqm

papering and knotting. (B) Ready mixed paint brushing wood

Appliying priming coat over new wood and wood based

surface after and including preparing the surface by throughly

9 cleaning oil, grease, dirt and other foreign matter, sand Sqm

papering and knotting. (C) Ready mixed paint brushing

priming for enamel

Painting two coats (excluding priming coat) on new wood and

wood based surface with enamel paint, interior to give an even

shade including cleaning the surface of all dirt, dust and other

foreign matter 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 including cleaning the of all dirt, dust and

other foreign matter.

Painting two coats (excluding priming coat) on new wood and

wood based surface with ready mixed paint, brushing, oil,

12 gloss, semi gloss to give and even shade including cleaning of Sqm

all dust, dirt and other foreign matter sand papering and

Varnishing two coats (excluding priming coat) on new wood

and wood based surface under coating with flatting varnish

13 and finished coat with varnish to give an even surface Sqm

including cleaning the surface of all dirt, dust and sand

papering so as to produce a smooth dry surface.

Polishing with french polish on new wood and wood based

surface to give an even surface including cleaning, the surface

of all dirt, dust and sand papering smooth and including a coat

of wood filler.

Polishing with french polish on previously polished wood and

wood based surface to give an even surface including

cleaning, the surface of all dirt, dust and sand papered smooth

and including a coat of wood filler.

Appliying wax polish on new wood and wood surface with

bees wax polish in proportion of 2:1.5 :1:0.5 (2-Bees wax :

Linseed oil : 1- Turpentine even surface including cleaning the

surface of all dirt dust and sand papered smooth.

Appliying wax polish on previously wax polished wood and

wood based surface with bees wax polish in proportion of

17 2:1.5 :1:0.5 (2-Bees wax : 1.5 Linseed oil : 1- Turpentine : 0.5 Sqm

varnish by weight to give an even surface including cleaning

the surface of all dirt dust and sand papered smooth.

Coat tarring two coats on new wood and wood based surfaces

using 0.16 and 0.12 Litres of coal tar par Sq.M. in the first and

second coat respectively to give an even shade including

cleaning of all dirt, dust and other foreign matter.

Writing letter or figures on any surface with black japan paint

(stops,comas, hyphens and the like not to be measured and

paid for separately)(i) Block (Letters/Figures) (Per 10 Letter

Writing letter or figures on any surface with black japan paint Per Letter

20 (stops,comas, hyphens and the like not to be measured and Per

paid for separately) (ii) Indian (Letters/Figures) 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 surface of all dirt, dust and other foreign

matter. (i) Over 10cm in width

Painting lines, deashes, arrows, letters etc on roads, Air fields

and like in two coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

matter. (ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on roads, Air fields

and like in one coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

matter. (i) Over 10cm in width

Painting lines, deashes, arrows, letters etc on roads, Air fields

and like in one coats with road marking paint, brushing

including cleaning the surface of all dirt, dust and other foreign

matter. (ii) Upto 10 cm in width

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape even shade

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

Applying two coats of Birla or Asian acrylic lapy (putty) & two

coats of primer of approved brand and manufacture on new

26 wall surface to give an even shade including thoroughly Sqm

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Chapter 14: Demolishing & Dismantling

Demolition including stacking of serviceable materilas

1 and disposal of unserviceable materials with all Cum

lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(ii) In Cement

Demolition of terrace including stacking of serviceable

3 materilas and disposal of unserviceable materials with all lead Cum

and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar including

4 stacking of servicable material and desposal of unservicable Sqm

material with all leads and lifts.

Dismentaling of wooden floors including stacking of

5 serviceable materilas and disposal of unserviceable materials Sqm

with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips, Valleys,

Gutters etc. stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(i) G.I.sheet

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materilas

and disposal of unserviceable materials with all lead and

lift.(ii) A.C. sheet roofing.

Dismentalings manglore of country tile roofing with battens

boarding etc. including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift.(ii)

A.C. sheet roofing.

Dismentling wood work, wrought framed and fixed in frames

trusses including stacking the materials with all lead and lift.

Dismentling expanded metal or I.R.C Fabric with necessary

10 battens and beadings including frame work, and stacking the Sqm

serviceable materials with all lead and lift.

Dismentling steel work including distempering and stacking

the materials with all lead and lift.

Dismentling doors, windows, ventilators etc. (wood or steel)

shutters including chowkhats architraves, holdfasts and other

attachment etc. complete and stacking them within all lead

and lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood or steel)

shutters including chowkhats architraves, holdfasts and other

attachment etc. complete and stacking them within all lead

and lift.(ii) Exceeding 3 Sq.M. in area.

Dismentling barbed wire in fencing including making rolls and

also including dismentling fencing posts including all earth

work concrete in base and making good the disturbed ground

stacking useful materials as directed and disposing as

directed and disposing of the unserviceable materials with all

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes

15 with fittings and clamps including stacking the materials with Rmt

all lead and lift ( for any dia, of pipe)

Dismantling santtary fittings like wash basin . W.C. pan Indian

16 and European type, flushing tank etc. including stacking the Rmt

materials with all lead and lift.

Scraping oil paint from steel and other metal surface and

making the surface even (with Hand Scraping)

Removing and scraping of old deteriorated plaster

of any thickness from wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

Dismentaling the existing structure including removing and

19 stacking the dismentelled materials as and where directed. (A) Cum

Dismentaling the existing structure including removing and

19 stacking the dismentelled materials as and where directed. (B) Cum

Chapter 15: Steel Work

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint. (A) In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to

common rafters and the like.

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint. (D) In trussses and trussed purlins, upto

M. span and 15 M ovarall height.

Steel work, welded in built up sectionsframed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint. (A)In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to

common rafters and the like

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint. (D) In trussses and trussed purlins, upto

M. span and 15 M. ovarall height

Providing and fixing in position callapsible steel shutters with

vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of T_rin

40x 40 x 6 mm with 38mm dia, steel pulleys complete with

bolts, nuts, locking arrangements, stoppers handles including

applying a priming coat of read lead paint.

Providing and fixing 1mm thick M.S. sheet sliding shutters with

frame and diagonal braces of 40 x 40 x 6 mm angle iron,

mm M.S. gusset plates at Junctions and corners 25 mm dia.

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

bottom respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of red lead

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and arragements for inside and outside

locking with push-pull operation including the cost of hood

cover and spring etc. complete.(A) Shutters having width

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and arragements for inside and outside

locking with push-pull operation including the cost of hood

cover and spring etc. complete. (B) Shutters having width

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and arrangements for inside and outside

locking with push-pull operation complete but excluding the

cost of hood cover and spring. (A) Shutters having width below

Providing and fixing rolling shutters of approved make made of

80 mm wide M.S. laths inter-locked together through their

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and arrangements for inside and outside

locking with push-pull operation complete but excluding the

cost of hood cover and spring. (B) Shutters having width

Providing and fixing 27.5 cm. long wire spring grade No.2 of

approved make for rolling shutters.

Providing and fixing Hood cover for rolling shutters (A)

Shutters having width below 3.5 meters

Providing and fixing Hood cover for rolling shutters (B)

Shutters having width 3.5 meters and above

Fixing standard steel Doors, windows and ventilatos inwalls

with 16 x 3.15 mm longs 10 cm. long embeded in Cement

14 Concrete block 15 x 10 x 10 of 1:3:6 (1- Cement : 3-coarse Sqm

sand : 6-graded stone aggregate of 20mm size ) cost for

supply of door/ window/ ventilators shall be paid separately.

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 the exposed portion of loops, all as

per standard design complete.

Providing and fixing M.S. round holding down or anchor bolts

with nuts and washer plates complete.

Providing and fixing EZ-7 section door/window frame including

17 welding and fixtures fastenings including 3 coats of approved Sqm

enamel oil paint etc complete.

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 127mm x 38.10mm x

1.35mm @wt. 1.384kg/m, horizontal Four track member size

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

18 kg/mt with sliding shutters of horizontal member size 40mm x Sqm

18mm x 1.29mm@ 0.456kg/mt ,vertical member of size 40mm

x 18mm x 1.29mm @ 0.456 kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing

to frame as per details etc complete for window.

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt , horizontal Three track member

size 92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical

member of size 92mm x 31.75mm x 1.50mm @ Wt.

19 Kg/mt with sliding shutters of horizontal member size 40 Sqm

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of

size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with

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

anodized section frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

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

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @ wt.of

0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing

to frame as per details etc complete for window.

Providing and fixing standared extruded of alluminium section

of size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with

colour anodized alluminium frame with 5 mm thick transparent

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 size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with

colour 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

23 colour anodized alluminium frame with 5 mm thick transparent Sqm

bronze colour tinted float glass as details etc complete for Fix

Providing and fixing extruded aluminum window having

extruded aluminum Colour Powder Coated section frame main

outer size 127mm x 38.10mm x 1.35mm ,@ Wt.1.384

Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of

size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt

24 with sliding shutters of horizontal member size 40mm x 18mm Sqm

x 1.29mm @ wt.of 0.456Kg/mt,vertical member of size 40mm

x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick

transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for

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.

25 1.06 Kg/mt with sliding shutters of horizontal member size 40 Sqm

mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of

size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt with 5 mm

thick transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc

Providing and fixing window having extruded aluminum Colour

Powder Coated section frame main outer size 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 horizontal member

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt

with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details

etc complete for window

Providing and fixing standared extruded of alluminium section

of size 63.50 x 38.10 x 1.95 mm @ Wt 1.094Kg / Rmt with

colour Powder Coated alluminium frame with 5 mm thick

transparent 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 size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with

colour Powder Coated alluminium frame for ventilation with

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

29 colour Powder Coated alluminium frame with 5 mm thick Sqm

transparent bronze colour tinted float glass as details etc

complete for Fix window.

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

30 bending binding, and placing in position complete upto floor kg

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

31 including bending, binding and placing in position complete kg

upto floor two level

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

32 including bending, binding and placing in position complete kg

upto floor two leve

Structural steel work ( Confirming to IS 4923-1997) riveted,

bolted or welded in builtup for all type sections, in framed

work, including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer all complete as per the

structural designs and directions of Engineer in

charge.Column ( 122 x 61 x 3.6mm )

Chapter 16: Paving & Flooring Finishes

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- cement : 3-coarse sand ) finishing with

flush pointing in white cement.

Providing and laying Ceramic tiles 6mm thick in flooring treads

of steps and landing laid on a bed of 12mm thick cement

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

pointing in white cement.

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse

3 sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and Sqm

jointed with gray cement slurry including rubbing and polishing

complete. (A) Marble slab 25mm thick

Providing and laying polished Kota stone slab flooring over

20mm (Average) thick base of cement mortar 1:6 (1-cement :

6-coarse sand) orL.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)

laidover and jointed with grey cement slurry mixedwith

pigment to match the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick

Providing and laying polished kota stone slab 25mm thick in

risers of steps,skirting Dedo and pillars laid on 10mm thick

5 cement mortar 1:3 (1- Cement : 3 coarse sand) and jointed Sqm

with gray cement slury mixed with pigment to match the shade

of slab including rubbing and polishing 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 surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed

with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete for DARK shade

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 surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed

with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete for antiskit

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 surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed

with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete for light shade

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

9 15cm thick of M250 grade concret as per approved design and Rmt

including excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumaticcompressed/vibratedmechanically and as

10 perapproved design Confirming to IS 15658 : 2006 including Sqm

35 mm Sand layer for levellingand filling the joint with sand in

proper line and level asper guidlines of IRC : SP 63-2018

Chapter 17: Plumbing

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 two metre C/C or shall be

concelled as directed including necessary 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 two metre C/C or shall be

concelled as directed including necessary 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

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 clamp of the size 160 mm diametre x 210 mm length x

196 mm heigh at every 2000 mm center to center or shall be

concealed in walls as 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

Providing, laying and jointing in true line and level

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 clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh at every 2000 mm center to center or shall be

concealed in walls as 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

Chapter 18: Miscellaneous

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 horizontal member

size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt

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

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials(A) By manual means in area of light

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (B) By manual in area of thorny jungle

Clearing and grubbing road land including uprooting rank

vegetation grass bushes, shrubs, sapling and trees girth up

3 to 300 mm removal of stumps of trees cut earlier and disposal Hectare

of unserviceable materials (C) By mechanical means in area

of light jungle

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

4 300 mm removal of stumps of trees cut earlier and disposal of Hectare

unserviceable materials(D) By mechanical means in area of

Providing Cement Vata 10cm x 10cm size quarter round in

5 Cement mortar 1:1 (1 cement : 1 sand) including neat cement Rmt

finishing, watering etc. complete.

Chapter 19: Road

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds

as per IRC:35-2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta /bump patta

1 lane/center line/ edge line/cut patta. The white color marking Sqm

should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

body of the marker should having finger grip for easy and

accurate placement and application with epoxy / bituminous

Adhesive as recommended by the manufacturer of the

marker. The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and

3 with minimum reflective area of 13 Sqcm on each side and the Each

slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of diameter

not less than 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based adhesive as

per manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Cautionary Warning Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle

as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

4 suitable size iron angle of 35 x 35 x 3mm; painted with Each

bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original 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. (B) Class-B Type-4 Retro Reflective sheeting

Solar Stud: Supplying of Solar Raised Pavement Markers

made of polycarbonate molded body with circular shape, solar

powered, LED self illumination in active mode, 360 degree

illumination and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light

entering the lens face in passive mode. The marker shall

support a load of 20000 kg tested in accordance to ASTM D

4280. The marker should be resistant to dust and water

ingress according to IP 65 standards and should withstand

temperatures in the range of 0 C to 70 C. Color of lighting

could be provided in red or yellow (amber) as per requirement

5 and typical frequency of blinking is 1 Hz. There should be Each

current losses of less than 20 micro-amperes at 2.4 V in sleep-

charging mode to enhance the life of the marker and a full

charge should provide for a minimum autonomy of 50 hours.

The height, width and length of the marker shall not be less

than 10 mm x 100 mm x 100 mm. Also, the surface diameter

of the marker shall not be less than 100 mm respectively. The

weight of the marker shall not exceed 0.5 Kilograms. Fixing

will be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and complete as directed by

the engineer-in-charge.

Labour charges for laying premixed bituminious macadam /

concrete / carpet etc. by hot mix laid process including heating

the asphalt and aggregates by continuous hot mix,transporting

the mix and spreading the same by paverfinisher and

6 consilidation with powerroller including providing and MT

layinguniformaly tack coat includingproviding and laying

uniformaly tackcoat including necessary fire wood

oillubricants, labour charges and hirecharges of the required

plant andmachineries etc. complete.

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

7 diagonals of galvanised steel barbed wire weighting 9.38 Kg. Rmt

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 complete.

Regulatory / Mandatory Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms Dia Circle as per design of IRC-

67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original 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-C Type-11 Retro Reflective sheeting

Cautionary Warning Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle

as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

9 suitable size iron angle of 35 x 35 x 3mm; painted with No

bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original 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. (B) Class-B Type-4 Retro Reflective sheeting

Rolling and consolidating water bound macadam (except

laterite and Kankar) including watering not exceeding 150mm

10 thickness (Main layer including binding materials ) including Sqm

filling in depressions which occur during the process.(A) With

power roller exceeding 8 tonne and not exceeding 12 tonne.

Preparing surface by Brushing with wire brushes for removing

caked mud etc. sweeping with brooms and finally fanning the

cleaned surface with gunney bags to remove all loose dirt

etc.(i) Water bound macadam surface (New)

Rolling and consolidation using vibratory road roller 8 -

12 tonne capacity (C) Water bound Macadam (Layer cu.m

notexceeding 100mm thickness)

Rolling and consolidation using vibratory road roller 8 -

13 tonne capacity (D) Bituminous Macadam (Layer not exceeding cu.m

50mm thickness)

Liquid seal coat (IRC type -A) with 0.09 cu.m. of stone

chippings 6mm size and 6.8 Kg. of bitumen per 10.0 Sq.M. of

road surface excluding rolling and consolidation. (Chipping

and bitument shall be paid seperately)

Pre-mixed seal coat (I.R.C. type-B) with 0.06 cu.m. of fine

aggregate and 6.8 Kg. of bitumen per 10 Sq.M. of road

surface excluding rolling and consolidetion. (Chipping and

bitument shall be paid separately)

Pre-mixed seal coat with 0.12 cu.m. of stone chippings 10mm

size and 7.68 Kg. of bitumen per 10 Sq.M. of road surface

excluding rolling and consolidetion. (Stone chipping and

bitument shall be paid separately)

Consolidation of liquid / premixed seal coat with power roller

including cost of fuel hire charges of roller etc. complete

Flexible Median Marker : Providing and Fixing of Flexible

Median Marker that are made of tough, high impact resistant,

injection-molded, thermoplastic body with property of flexibility

to provide high durability. The dimension of Flexible Median

Marker should not exceed 18.4 cm in height(including shank

height),12.5 Cm in width. ,0.65 cm in thickness and shank

depth shall be 3.4 cm The body structure shall be rounded at

all its corners and edges. The plastic used for molding the

Flexible Median Marker should survive impact load of 5kg

continuously for 750 times at room temperature. The logo of

the manufacturer shall be embossed on either side of the body

18 in the injection molding process. The Median Marker shall Each

have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 Cm square,

with fully reflective micro prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retro-reflective

sheeting shall be one or both sides of the Flexible Median

Marker and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting damage,

etc. The Flexible Median Marker shall be fixed by a

combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

Providing and laying of Plastirib - T or equivalent raised profile

edge line marking ( audible warning ) with hot applied

thermoplastic road marking compound according to IRC 35 -

2015, Clause 7.7, with 2mm thick base coat layer above that

ribs profile size of lenght 40mm X width 140mm X Height

mm thick ( Total 8 m thick ) at the distance of 250 mm

19 between two ribs including reflectorizing glass beads @ 250 Each

gm/ sq.mt area. The maximum width of raised profile should

be 150 mm. The thickness of 8 mm profile should be exclusive

of surface applied glass beads. The finished surface to be

levelled, uniform and free from streaks and holes, to be

applied on edge lines. The profile marking should be mark

basic line and raise line at a time simultaneously.

Providing and fixing retro Reflective Engineering grade Board

using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x 6mm.

Descaling and degreasing the board as per requirement using

epoxyprimer epoxy paint and carrying retro reflactive process

by screen painting as directed etc. complete including

transporting and fixing in C.C. 1:4:8 with necessary excavation

curing etc. complete as per I.R.C type design.(A) Engineer

Providing and fixing retro Reflective Hi Intensity Micro

Prismatic Grade Board using 2mm Aluminum / 4mm ACP,

angle iron 75 x 75 x 6mm. Descaling and degreasing the

board as per requirement using epoxy reflactive process by

screen painting as directed etc. complete including

transporting and fixing in C.C. 1:2:4 with necessary excavation

curing etc. complete as per I.R.C. 67-2012 design. A warranty

for 7 years for the Retro reflective sheeting from original

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. (B)Class B Type-4(MDR/ODR)

retro reflective sheeting

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead

Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed

upto 200 Meters from the end of cutting with all lead and lift.(i)

Scarifying gravelled macadam or bitumen macadam surface

24 cm to 10 cm. depth including stacking useful materials on road sq.m

side and disposing off remaining stuff.

Preparing surface by Brushing with wire brushes for removing

caked mud etc. sweeping with brooms and finally fanning the

cleaned surface with gunney bags to

remove all loose dirt etc.(ii) Black top Surface

Providing and fixing ordinary Kilometer stone of

approved hard stone as per I.R.C. type design in C.C.

1:4:8 including painting and lettering etc. complete (For

N.H., S.H. and M.D.R.)

Providing and Erecting a "W" metal beam CRASH BARRIER

comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level fixed on ISMC series channel

vertical post,150 x 75 x 5 mm space 2.00 m centre to centre

1.80 m high 1.10 m below ground/road level fixing at site shall

be in C.C. M-20 block of size 50 x 50 x100 cms for each post.

All steel parts and fitments to be Galvanized by hot dip

process, all fitting to conform IS: 1367 and IS: 1364 metal

beam rail to be fixed on the vertical post with a spacer of

section 150 x 75 x 5 mm 3.30 m long complete as per MORTH

Clause 810.Rates including providing and fixing 3 mm thick

ACM type reflactor 100 mm wide, type 4, class-B, High

inensity grade sheeting between two 'W' metal beam throught

and reflactive unit at the top of vertical post as per IRC:67-

2012 etc. complete as per detailed drawing and directed by

engineer-in charge.(Metal beam crash barrier for approch)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh gabions Size 2m x

1m x 1m filled with 15 to 40 kg. trap rubble stone (approximate

3.0) tone with mesh size 10x12 cm including packing,

interlocking of stones & fusing top of gabion & tying to each

other & laying to the required line, level slope with all leads &

lifts as directed etc. comp. (Considering lead of 45 km for for

rubble materials)

Dismentalling the R.C.C. work & disposing off the stuff

including stacking of the useful materials etc. complete as

directed. (a)Light reinforcement. (Main bar up to 16 mm dia.)

Providing& laying empty cement bags filled with good selected

earth including stiching & laying as and where required.

Providing and applying primer coat with SS1 grade bitumen

emulsion on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of

to 1.20 kg/sqm using mechanical means.

De silting of various structures of canals and distribution

32 system including depositing the same as directed with all m3

leads and lifts.

Supply and Apply Rumbble Strips Road marking with hot

applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied

thermoplastic compound 8 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of 8mm is

excluding of surface applied glass beds as per IRC:35-2015.

The finished surface to be level, uniform and free from streaks

Providing and fixing Aluminium single door shutter with 5 mm

thick glass/12 mm thick prelaminated board, PVC gasket, door

34 handle , lock, door stopper, floor spring etc. including powder sq.m

coating of required shade etc. complete as per drawing and as

Wet Mix Macadam (WMM)

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam spacification including trimix

the materials with water at OMC in mechanical mix plant

carriage of mixed materials by tipper to site laying in uniform

layers (Layer should not be more than 200 mm)with paver in

sub base/base course on well prepared surface and camber

with Sensor paver consolidation by vibratory road roller to

achieve the desired density by using machine crushed chips

as per required gradation mixing with required optimum

quantity of water incl material, labour, plant and machinary

and equipment etc. complete.

Construction of granular sub base naturally available material

of (26.50 to 9.50 mm) size 35%, (9.50 to 2.36 mm) size 25 %

and mix with sand or equivalent finer particle at 40 % (below

2.36 mm size) so as provide well graded Grade II Material,

spreading in uniform layers on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting

with vibratory rollers of 80 to 100 kn static weight to achieve

the desired density, complete as per technical specification

clause 401 for grading machined in table 400.1 (CBR 20 or

Providing and laying 50mm thick compacted B.M. with B.T.

aggregate as per MORT&H specification using Emulsion RS1

grade for tack coat at 2.5 Kg./10Sq.mt. with mechanical

sprayer and bitumen grade VG-30 for mixing at the rate

37 34.0Kg/M.T. i.e. 3.4 % of total mix including heating the M.T

aggregate and asphalt by drum mix plant and spreading the

same by sensor paver finisher and consolidation with vibratory

roller including providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges etc. complete

Providing and laying 30 mm thick Semi Dense Bituminous

Carpet using specified graded crushed Black trap stone

aggregates as per MORTH gradation using VG-30 (60 / 70)

bulk bitumen for mixing at the rate of 5.0 % (50.0 Kg./M.T.) by

38 hot mix process in drum mix plant and hot laid process using M.T

paver finisher to the required camber and grade, including

rolling with vibratory roller to achive desired density including

cost of clearing using fire wood, oil, Kerosene, labour charges

and hire charges of machinaries etc. complete

Providing and applying asphalt painting on B.T. surface with

mechanical sprayer using bitumen VG-30 at the rate of

39 Kg/10 Sq.mt. & spreading stone dust on painting surface at Sqm

the rate of 0.03 Cu.m./10 Sq.mt. and rolling with smooth

wheeled and pneumatic roller and brushing etc. complete.

Providing and fixing Divider Railing in Hollow Section of

(50x50x3) as Main Vertical Post with Supportive Horizontal

Post (25x25x3) with 8 mm dia round bar Vertical, CNC Cutted

sheet (including designing of multiple samples), MS Ball as

Top Cap on each pole including all material like fixing in

Cement Concrete (1:2:4) etc having coat of red lead and

painting with selected colour as instructed by engineer in

Removing of existing bituminous layers up to 25 to 50 mm as

per required width and depth by using Cold milling machine

41 including hauling and stock piling excavated material as and Sq.m

where directed by engineer in charge etc. complete.

42 Beston 789 Silicon 300 ml (Weather Proof Sealant) Nos

43 Providing, supplying and fitting Convex Mirror NOS

Providing and laying Cold Mix Asphalt / Bituminous Cold Mix

for pothole and patch repairs, including cleaning and

preparation of the damaged area, removal of loose material,

supply of approved cold mix asphalt in bags, transportation

from source/store to work site, filling and spreading in

potholes/patches in suitable layers, levelling,

compaction/tamping, finishing to existing road surface and all

necessary labour, tools, tackles, equipment, loading/unloading

and incidental works, complete as directed by the Engineer-in-

Providing and laying micro-concrete for repairing damaged

portions of roads, including surface preparation, cleaning of

the damaged area, removal of loose and unsound concrete,

application of bonding agent wherever required, mixing and

placing of approved micro-concrete using micro-concrete

bags, compaction, finishing to the required line, level and

slope, curing, and all necessary incidental works.

Providing, Supplying & fixing road speed breaker made from

high quality Rubber or ABS Pastic Size 500 mmx 400 mm x

mm height & it has resistant agaist temperature, Moisture &

Crack including providing and fixing 3M ACM type reflector

Type-4, class-B, High intensity grade sheeting as per IRC:67-

2012 etc.complete as directed by Engineer-in-charge

Providing, supplying and fixing pre cast hydraulic pressed inter

locking concrete block of ETA GREY SW MS (50%) and ETA

JETBLACK DL MS (50%) 100mm thick with minimum average

47 500 Kg/cm2 compressive strength at 28 days, as per Sq.m

approved design including 50mm sand layer for levelling and

filling the joints with sand in proper line and level etc.

APPLICATION OF SURFACE REPAIR MORTAR

Repair of surface defects in existing cement concrete

pavement by concrete road surface with pre – mixed. Ready

to use upto 10mm thickness with following property– Curing

48 Free, compressive strength of 15Mpa within 2hours, Quick Sq.m

Setting, bond strength of 4Mpa within 24 hours and repaired

surface should be ready to use within 6 hours., as per the

direction of the Engineer Incharge.

1 The Contractor shall exhibit a board with detailed specification and details of

work as directed by the Engineer-In-Charge for which no extra payment shall be

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken

as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as

stated in S.O.R. therefore in R.C.C. items where there is a change as per actual

mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.