Annual Rate Contract of CIVIL WORKS for Water Works (Projects) Department for year 2026-27

04001A 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

1 and stacking of useful materials and disposing off the excavated 1

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

04001B 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

2 and stacking of useful materials and disposing off the excavated 1

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

04001C 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

3 and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

04001D 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

and stacking of useful materials and disposing off the excavated

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

04001E 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

5 and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(E) Hard Rock

04002A 0 Excavation for foundation for depth from cu.m

1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil

04002B 0 Excavation for foundation for depth from cu.m

1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

04002C 0 Excavation for foundation for depth from cu.m

1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(C) Hard Murrum

04002D 0 Excavation for foundation for depth from cu.m

1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (D) Soft rock not requiring Blasting

04002E 0 Excavation for foundation for depth from cu.m

1.5 m to 3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(E) Hard Rock

04003A 0 Excavation for foundation for depth from cu.m

3.0 m to 5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil

04003B 0 Excavation for foundation for depth from cu.m

3.0 m to 5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

04003C 0 Excavation for foundation for depth from cu.m

3.0 m to 5.0 m including sorting out and stacking of useful

materials and disposing of the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

04003D 0 Excavation for foundation for depth from cu.m

3.0 m to 5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead.(D) Soft rock not requiring Blasting

04003E 0 Excavation for foundation for depth from cu.m

3.0 m to 5.0 m including sorting out and stacking of useful

15 materials and disposing off the excavated stuff upto 50 Meter 1

lead.(E) Hard Rock

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

04004A 0 Extra for additional depth more than 5.0 m for excavation for cu.m

foundation including sorting out and stacking of useful materials

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

04004B 0 Extra for additional depth more than 5.0 m for excavation for cu.m

foundation including sorting out and stacking of useful materials

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

04004C 0 Extra for additional depth more than 5.0 m for excavation for cu.m

foundation including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 m lead.(C) Hard

04004D 0 Extra for additional depth more than 5.0 m for excavation for cu.m

foundation including sorting out and stacking of useful materials

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

not require Blasting

04004E 0 Extra for additional depth more than 5.0 m for excavation for cu.m

foundation including sorting out and stacking of useful materials

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

04005A 0 Add extra for Disposing off the excavated stuff of above items cu.m

for lead of (A) 50 m to 100 m

04005B 0 Add extra for Disposing off the excavated cu.m

stuff of above items for lead of (B) 100 m to 200 m

04005C 0 Add extra for Disposing off the excavated stuff of above items cu.m

for lead of (C) 200 m to 300 m

04005D 0 Add extra for Disposing off the excavated stuff of above items cu.m

for lead of (D) 300 m to 400 m

04005E 0 Add extra for Disposing off the excavated cu.m

stuff of above items for lead of (E) 400 to 500 m

4006 4.12 Filling available excavated earth (excluding rock) in trenches. cu.m

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each

disposited layer by ramming and watering.

04007A 4.24 Filling in plinth with sand under floors including watering cu.m

ramming, consolidating and dressing complete

04008A 0 Filling in foundation and plinth with murrum or selected soil in cu.m

28 layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

04009A 0 Filling in foundation and plinth with brick Bats Chhara in layers of cu.m

29 20cm. thickness including watering, remming and consolidating etc.

04010A 4.27 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and Each

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

directed within a lead of 50 Meter for following diameter of

pipes.(i)200 mm

04010B 4.27 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and Each

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

directed within a lead of 50 Meter for following diameter of

pipes.(ii) 250 mm

04010C 4.27 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and Each

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

directed within a lead of 50 Meter for following diameter of

pipes.(iii) 300 mm

04011A 4.28 Extra for under reaming inside the bore Holes for under reamed Each

33 piles of following 1

Diameter.(i) 200 mm

04011B 4.28 Extra for under reaming inside the bore Holes for under reamed Each

34 piles of following 1

Diameter.(ii) 250 mm

04011C 4.28 Extra for under reaming inside the bore Holes Each

for under reamed piles of following Diameter.(iii) 300 mm

04012A 4.29 Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if Each

36 bore holes are made deeper or shallower than 3.5M. for Piles of

following diameter.(i) 200 mm

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

04012B 4.29 Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if Each

37 bore holes are made deeper or shallower than 3.5M. for Piles of

following diameter.(ii) 250 mm

04012C 4.29 Add to or deduct from the rate for Bore Holes of 3.5 m Depth, if Each

38 bore holes are made deeper or shallower than 3.5M. for Piles of

following diameter.(iii) 300 mm

CHAPTER-4 EARTH WORK (EXECUTED WITH MANUAL LABOUR)

04B001A 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

39 and stacking of useful materials and disposing off the excavated 1

stuff upto 50 Meter lead.(A) Loose

04B001B 0 or soft soilfor foundation upto 1.5 m depth including sorting out

Excavation cu.m

40 and stacking of useful materials and disposing off the excavated 1

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

04B001C 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

41 and stacking of useful materials and disposing off the excavated 1

stuff upto 50 Meter lead.(C) Hard Murrum

04B001D 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

and stacking of useful materials and disposing off the excavated

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

04B001E 0 Excavation for foundation upto 1.5 m depth including sorting out cu.m

43 and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(E) Hard Rock

04B002A 0 Excavation for foundation for depth from 1.5 m to 3.0 m cu.m

including sorting out and stacking of useful materials and

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

Loose or soft soil

04B002B 0 Excavation for foundation for depth from 1.5 m to 3.0 m cu.m

including sorting out and stacking of useful materials and

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

Dense or Hard soil

04B002C 0 Excavation for foundation for depth from 1.5 m to 3.0 m cu.m

including sorting out and stacking of useful materials and

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

04B002D 0 Excavation for foundation for depth from 1.5 m to 3.0 m including cu.m

sorting out and stacking of useful materials and disposing off

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

requiring Blasting

04B002E 0 Excavation for foundation for depth from 1.5 m to 3.0 m cu.m

including sorting out and stacking of useful materials and

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

04B003A 0 Excavation for foundation for depth from 3.0 m to 5.0 m including cu.m

sorting out and stacking of useful materials and disposing off

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

04B003B 0 Excavation for foundation for depth from 3.0 m to 5.0 m cu.m

including sorting out and stacking of useful materials and

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

Dense or Hard soil

04B003C 0 Excavation for foundation for depth from 3.0 m to 5.0 m including cu.m

sorting out and stacking of useful materials and disposing of the

excavated stuff upto 50 Meter

lead.(C) Hard Murrum

04B003D 0 Excavation for foundation for depth from 3.0 m to 5.0 m including cu.m

sorting out and stacking of useful materials and disposing off

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

requiring Blasting

04B003E 0 Excavation for foundation for depth from 3.0 m to 5.0 m cu.m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

CHAPTER-5 CONCRETE WORK

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05001A 5.1.6 Providing and laying in foundation and plinth cu.m

/ under floors lime concrete with hand broken stone aggregates

40mm nominal size and 40% mortar comprising of 1-Lime putty : 2-

Fine sand and curing complete excluding cost of formwork.

05002A 5.1.8 Providing and laying in foundation and plinth cu.m

/ under floors lime concrete with graded brick aggregates 40 mm

nominal size and 40% mortar comprising of 1-Limeputty : 2-Fine

sand and curing completeexcluding cost of formwork.

05003A 5.3.2 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse cu.m

sand : 6- hand broken stone aggregates 40 mmnominal size) and

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

05004A 5.3.3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse cu.m

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

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

05005A 5.3.14 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse cu.m

sand : 6- crushed stone aggregates 20 mm nominal size) and curing

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

05006A 5.3.4 Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse cu.m

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

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

05007A 5.3.2 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse cu.m

sand : 6- Graded brick bat aggregate 40mm normal size) and curing

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

05008A 5.3.3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse cu.m

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

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

05009A 5.3.8 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine cu.m

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

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

05010AA 5.3.13 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse cu.m

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

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

05010BA 5.3.13 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse cu.m

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

64 complete excluding cost of formwork in (B)Independent piers, 1

columns, and pillars,

upto floor two level

05011AA 5.4.1 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- cu.m

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

65 curing complete excluding cost of formwork and reinforcement for 1

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

columns and Mass concrete

05011BA 5.4.1 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- cu.m

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

curing complete excluding cost of formwork and reinforcement for 1

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

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

05011DA 5.4.1 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- cu.m

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

67 curing complete excluding cost of formwork and reinforcement for 1

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

upto floor two level.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05011EA 5.4.1 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- cu.m

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

68 curing complete excluding cost of formwork and reinforcement for 1

reinforced concrete work in (E)Staircases excluding landing upto

floor two level

05011KA 5.4.1 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- cu.m

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

69 curing complete excluding cost of formwork and reinforcement for 1

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

05012A 5.4.4 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse cu.m

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

reinforced concrete Chhajjas not exceeding 10cm. thickness upto

70 floor two level including finishing the exposed surfaces with cement 1

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.

05013A 5.4.10 Providing Mild Steel reinfircement for R.C.C. work including bending kg

71 binding, and placing in position complete upto floor two level.

05014AA 5.4.11 Providing H.Y.S.D. Bar reinforcement for kg

72 R.C.C. work including bending, binding and placing in position

complete upto floor two level

05014BA 5.4.11 Providing TMT Bar FE 415 reinforcement for kg

73 R.C.C. work including bending, binding and placing in position

complete upto floor two level

05014C 5.4.11 Providing TMT Bar FE 500D reinforcement for kg

74 R.C.C. work including bending, binding and placing in position

complete upto floor two level

05015A 5.4.13 Extra for additional lift of concrete for all cu.m

R.C.C. work above floor two level excluding cost of reinforcment

05016A 5.4.13A Extra for additional lift of reinforcing steel for all R.C.C. work above kg

floor two level.

5017 5.4.16 Deduct for omiting in R.C.C. work smooth finishing of the exposed Sqm

77 surface with cement mortar 1:3 (1-Cement : 3- Fine sand)

5018 5.4.18 Providing throating or plaster drip and Rmt

moulding to R.C.C. Chhajja.

05019A 5.6.2 Providing upto floor two level precast cement concrete jali or grill Sqm

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

6mm nominal size) reinforced with 1.6 mm dia. 1

Mild steel wire including roughening,cleaning, fixing and finishing in

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

05019B 5.6.2 Providing upto floor two level precast cement concrete jali or grill Sqm

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

6mm nominal size) reinforced with 1.6 mm dia. 1

Mild steel wire including roughening,cleaning, fixing and finishing in

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

05019C 5.6.2 Providing upto floor two level precast cement concrete jali or grill Sqm

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

6mm nominal size) reinforced with 1.6 mm dia. 1

Mild steel wire including roughening,cleaning, fixing and finishing in

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

05019D 5.6. Providing upto floor two level precast cement concrete jali or grill Sqm

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

6mm nominal size) reinforced with 1.6 mm dia. 1

Mild steel wire including roughening,cleaning, fixing and finishing in

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

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05019E 5.6. Providing upto floor two level precast cement concrete jali or grill Sqm

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

6mm nominal size) reinforced with 1.6 mm dia. 1

Mild steel wire including roughening,cleaning, fixing and finishing in

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

5020 5.6. Extra for additional lift for providing and fixing in position precast Sqm

9 R.C.C. units above floor two level

05021A 5.7. Providing and laying damp proof course 25mm thick cement Sqm

85 1 concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 mm

nominal size) and curing complete

5022 5.7. Extra for providing and mixing water proofing material in Cement Litres or Kg

86 5 concrete in mix proportion recommended by the 1 per Quintal

manufacturers. of Cement

05023AA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

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

columns and Mass concrete

05023BA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

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

upto floor two level

05023CA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

89 reinforced concrete work in (C) Slabs, landing, shelves, Balconies, 1

Lintels, Beams, Girders and Cantilever upto floor two level

05023DA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

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

upto floor two level.

05023EA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

reinforced concrete work in (E) Staircases excluding landing upto

floor two level

05023KA 5.8. Providing and laying controlled cement concrete M.150 for curing cu.m

1 complete excluding cost of formwork and reinforcement for

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

floor two level.

05024AA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

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

columns and Mass concrete

05024BA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

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

upto floor two level

05024CA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

95 reinforced concrete work in (C) Slabs,landing,shelves,Balconies 1

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

05024DA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

96 reinforced concrete work in (D) Columns, Pillars posts and struts 1

floor two level.

05024EA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

97 reinforced concrete work in (E) Staircases excluding landing upto 1

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05024KA 5.8. Providing and laying controlled cement concrete M.200 and curing cu.m

2 complete excluding the cost of formwork and reinforcement for

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

floor two level.

05025AA 5.8. Providing and laying controlled cement concrete M.250 and curing cu.m

3 complete excluding the cost of formwork and reinforcement for

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

columns and Mass concrete.

05025BA 5.8. Providing and laying controlled cement concrete M.250 and curing cu.m

3 complete excluding the cost of formwork and reinforcement for

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

level upto floor two level

05025CA 5.8. Providing and laying controlled cement concrete M.250 and curing cu.m

3 complete excluding the cost of formwork and reinforcement for

101 reinforced concrete work in (C) Slabs,landing,shelves,Balconies, 1

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

05025DA 5.8. Providing and laying controlled cement concrete M.250 and curing cu.m

3 complete excluding the cost of formwork and reinforcement for

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

upto floor two level.

05026A 0 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

103 finishing smooth with curing etc. complete including the cost of 1

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

(i) Slabs upto 8cm thickness

05026B 0 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

finishing smooth with curing etc. complete including the cost of 1

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

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

05026C 0 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

finishing smooth with curing etc. complete including the cost of 1

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

05026D 0 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

finishing smooth with curing etc. complete including the cost of 1

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

05027A 0 Providing and Laying controlled cement concrete M.150 and cu.m

finishing smooth with curing etc. complete including the cost of

107 formwork but excluding the cost of reinforsement for R.C.C work in 1

05027B 0 Providing and Laying controlled cement concrete M.150 and cu.m

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 8 cm and upto 10 cm.thickness

05027C 0 Providing and Laying controlled cement concrete M.150 and cu.m

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

05027D 0 Providing and Laying controlled cement concrete M.150 and cu.m

finishing smooth with curing etc. complete including the cost of

110 formwork but excluding the cost of reinforsement for R.C.C work in 1

(iv) Slabs having more than 13 cm and upto

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05028A 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

111 exposed work with curing etc. complete including the cost of 1

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

in (i) Slabs upto 8cm thickness

05028B 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

exposed work with curing etc. complete including the cost of 1

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

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

05028C 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

exposed work with curing etc. complete including the cost of 1

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

05028D 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

exposed work with curing etc. complete including the cost of 1

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

05029A 0 Providing and laying controlled cement concrete M.150 and cu.m

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

05029B 0 Providing and laying controlled cement concrete M.150 and cu.m

exposed work with curing etc. complete including the cost of

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

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

05029C 0 Providing and laying controlled cement concrete M.150 and cu.m

exposed work with curing etc. complete including the cost of

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

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

05029D 0 Providing and laying controlled cement concrete M.150 and cu.m

exposed work with curing etc. complete including the cost of

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

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

5030 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

119 R.C.C lintel including finishing smooth with,curing etc. complete 1

including the cost of formwork but excluding the cost of

05031A1 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

finishing smooth with,curing etc. complete including the cost of 1

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

05031A2 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

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

121 formwork but excluding the cost of reinforcement for R.C.C work in 1

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

05031A3 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

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

122 formwork but excluding the cost of reinforcement for R.C.C work in 1

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

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05031B1 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

05031B2 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

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

124 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

05031B3 0 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- cu.m

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

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

125 formwork but excluding the cost of reinforcement for R.C.C work in 1

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

05032A1 0 Providing and laying ordinary cement concrete M.150exposed work cu.m

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

05032A2 0 Providing and laying controlled cement concrete M.150exposed cu.m

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

excluding the cost of reinforcement for R.C.C. work in (A) BEAMS 1

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

05032A3 0 Providing and laying controlled cement concrete M.150exposed cu.m

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

excluding the cost of reinforcement for R.C.C. work in (A) BEAMS 1

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

05032B1 0 Providing and laying controlled cement concrete M.150exposed cu.m

work 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

05032B2 0 Providing and laying controlled cement concrete M.150exposed cu.m

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

130 excluding the cost of reinforcement for R.C.C. work in(B) 1

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

05032B3 0 Providing and laying controlled cement concrete M.150exposed cu.m

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

131 excluding the cost of reinforcement for R.C.C. work in(B) 1

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

05033A1 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

132 excluding the cost of reinforcement for 1

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

05033A2 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

excluding the cost of reinforcement for 1

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

than 0.08Sq.M and upto

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

05033A3 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

excluding the cost of reinforcement for 1

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

than 0.12Sq.M and upto

05033B1 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

135 excluding the cost of reinforcement for 1

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

05033B2 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

136 excluding the cost of reinforcement for 1

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

than 0.08 Sq.M and upto 0.18 Sq.M

05033B3 0 Providing and laying controlled cement concrete M.200 exposed cu.m

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

137 excluding the cost of reinforcement for 1

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

than 0.12Sq.M and upto 0.18 Sq.M

05034A1 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

138 excluding the cost of reinforcement for 1

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

05034A2 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

139 excluding the cost of reinforcement for 1

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

than 0.08Sq.M and upto 0.12 Sq.M

05034A3 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

140 excluding the cost of reinforcement for 1

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

than 0.12Sq.M and upto 0.18 Sq.M

05034B1 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

141 excluding the cost of reinforcement for 1

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

05034B2 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

142 excluding the cost of reinforcement for 1

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

than 0.08 Sq.M and upto 0.18 Sq.M

05034B3 0 Providing and laying controlled cement concrete M.250 exposed cu.m

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

143 excluding the cost of reinforcement for 1

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

than 0.12Sq.M and upto 0.18 Sq.M

5035 0 Providing and applying anticarrasive treatment with polymer base MT

materials to the steel rainfarcement including descaling the dust

and applying the preventive coating of approved make (for the

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

5047 Providing and fixing in expansion joint 100 mm thick expansion Sqm

145 joint board of best quality and approved make including cutting to 1

required size and shape at all levels etc. complete as directed.

5048 Providing and laying and fixing 50 mm thick expansion joint by Sqm

hydro cell semi rigid UV resistance with high performance laminated

closed cell polythene foam joint filler in sheet foam as directed, etc.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

5049 Providing and laying and fixing 25 mm thick expansion joint by Sqm

hydro cell semi rigid UV resistance with high performance laminated

closed cell polythene foam joint filler in sheet foam as directed, etc.

5050 Applying and providing Expansion joint sealing System on 100 mm Sqm

vide joint including cleaning of exansion joint by mechanical means

provision of adhesive and flexible membrane with required bond

148 length as per menufracturer specification and 4mm thick 1

alluminium strip covering with one side sloted and bolted with

suitable system, inclusive of all manpower, machinery and material

as per specification and as directed.

5051 Providing and filling the expansion joint by polymer confirm to BS Sqm

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

groove of 50 mm x 12.5 mm lather by cutting or by repairing groove 1

and removing mortar drop or any other foreign materials including

applying primer and filling required size (oversize of joint PU foam

5052 Providing and filling the expansion joint by polymer confirm to BS Sqm

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

by making groove of 25 mm x 12.5 mm lather by cutting or by 1

repairing groove and removing mortar drop or any other foreign

materials including applying primer and filling required size (oversize

of joint PU foam etc. complete

5053 Providing and fixing 25 cm Wide & 3mm thick exterior composite Sqm

panel on existing expansion joint horizontally & vertically with all

material, hardware, acessories & fittings

5054 Providing and laying in position Ready Mixed M-150 grade concrete cu.m

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

152 including pumping of R.M.C. from transit mixer to site of laying, 1

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained)

5055 Providing and laying in position Ready Mixed M-200 grade concrete cu.m

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

153 including pumping of R.M.C. from transit mixer to site of laying, 1

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

5056 Providing and laying in position Ready Mixed M-250 grade concrete cu.m

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

154 including pumping of R.M.C. from transit mixer to site of laying, 1

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained) (Cement level 450 kg )

5057 Providing and laying in position Ready Mixed M-300 grade concrete cu.m

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

155 including pumping of R.M.C. from transit mixer to site of laying, 1

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained) (Cement level 475 kg )

5058 Providing and laying in position Ready Mixed M-350 grade concrete cu.m

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

156 including pumping of R.M.C. from transit mixer to site of laying, 1

excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash(Min cement

level as per latest IS 456 shall be maintained) (Cement level 500 kg )

5059 Providing and applying anti carbonation, anti fading, mold resistant, Sqm

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

157 part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ 1

Room Temperature 1.30+0.1, tested for carbon dioxide diffusion

resistance properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by

a NBA Grade "A" accredited institution.

5060 Providing and fixing premoulded compressible filler board in black Sqm

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

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

158 absorption & compression recovery of 93% minimum as per 1

specification for 12 mm wide expansion joint including cutting to

required size and shape at all levels etc.complete as directed.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

5061 Providing and fixing premoulded compressible filler board in black Sqm

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

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

159 absorption & compression recovery of 93% minimum as per 1

specification for 20 mm wide expansion joint including cutting to

required size and shape at all levels etc.complete as directed.

5062 Providing and fixing premoulded compressible filler board in black Sqm

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

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

160 absorption & compression recovery of 93% minimum as per 1

specification for 40 mm wide expansion joint including cutting to

required size and shape at all levels etc.complete as directed.

5063 Providing and applying the elastomeric joint sealant two Rmt

component, high performance polysulfide formulation conforming

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

161 violet rays and shall exhibit shore A hardness of 25 and have 1

movement accommodation factor 25% including using of

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

5064 Providing and applying the elastomeric joint sealant two Rmt

component, high performance polysulfide formulation conforming

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

162 violet rays and shall exhibit shore A hardness of 25 and have 1

movement accommodation factor 25% including using of

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

CHAPTER-6 BRICK WORK

06001AA 6.12 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular

06001BA 6.12 Brick work using common burnt clay building bricks having crushing cu.m

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

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

06001CA 6.12 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:5. (1- Cement : 5 -fine sand) (C) Fly Ash Bricks

06002AA 6.13 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (A) Modular

06002BA 6.13 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional

06002CA 6.13 Brick work using common burnt clay building bricks having crushing cu.m

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

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

06003AA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:8 (1- Cement : 8 -fine sand) (A) Modular

06003BA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Cement Mortar 1:8 (1- Cement : 8 -fine sand) (B) Conventional

06003CA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

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

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

06004AA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1:1.5 (1- Lime putty : 1.5 -fine sand) (A) Modular

06004BA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1:1.5 (1- Lime putty : 1.5 - fine sand) (B) Conventional

06004CA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1:1.5 (1- Lime putty : 1.5 -fine sand) (C) Fly Ash Bricks

06005AA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand) (A) Modular

06005BA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand) (B) Conventional

06005CA 0 Brick work using common burnt clay building bricks having crushing cu.m

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

Lime Mortar 1: 2 (1- Lime putty : 2 -fine sand) (C) Fly Ash Bricks

06006A 6.19 Extra for brick work in superstructure above plinth level upto floor cu.m

two level (A) Modular

06006B 6.19 Extra for brick work in superstructure above plinth level upto floor cu.m

two level (B) Conventional

06006C 6.19 Extra for brick work in superstructure above plinth level upto floor cu.m

two level(C) Fly Ash Bricks

06007A1A 6.2 Extra for brick work in superstructure above floor two level Item r floor per

No. 1(6.12) (A) Modular cu

06007A2A 6.2 Extra for brick work in superstructure above r floor per

floor two level Item No. 1(6.12) (B) Conventional cu

06007A3A 6.2 Extra for brick work in superstructure above floor two level Item r floor per

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

06007B1A 6.2 Extra for brick work in superstructure above floor two level Item r floor per

No. 2(6.13) (A) Modular cu

06007B2A 6.2 Extra for brick work in superstructure above floor two level Item r floor per

No. 2(6.13) (B) Conventional cu

06007B3A 6.2 Extra for brick work in superstructure above floor two level Item r floor per

No. 2(6.13) (C) Fly Ash Bricks cu

06007C1A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

3 (A) Modular cu

06007C2A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

3 (B) Conventional cu

06007C3A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

3 (C) Fly Ash Bricks cu

06007D1A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

4 (A) Modular cu

06007D2A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

4 (B) Coventional cu

06007D3A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

4 (C) Fly Ash Bricks cu

06007E1A 6.2 Extra for brick work in superstructure above floor two level Item No. r floor per

5 (A) Modular cu

06008A1A 6.3 (i) Half brick masonry in common brunt clay building bricks having Sqm

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

06008A2A 6.3 (i) Half brick masonry in common brunt clay building bricks having Sqm

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4

(1- Cement : 4 -coarse sand ) in foundation and plinth (B)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

06008A3A 6.3 (i) Half brick masonry in common brunt clay building bricks having Sqm

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

06008B1A 6.3 (ii) Half brick masonry in common brunt clay building bricks having Sqm

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

06008B2A 6.3 (ii) Half brick masonry in common brunt clay building bricks having Sqm

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5

(1- Cement : 5 -coarse sand ) in foundation and plinth (B)

06008B3A 6.3 (ii) Half brick masonry in common brunt clay building bricks having Sqm

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

06008C1A 6.3 (iii) Half brick masonry in common brunt clay building bricks having Sqm

crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 (

1- Lime : 1.5 -coarse sand ) in foundation and plinth (A) Modular

06008C2A 6.3 (iii) Half brick masonry in common brunt clay building bricks having Sqm

crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 (

1- Lime : 1.5 -coarse sand ) in foundation and plinth (B) Conventional

06008C3A 6.3 (iii) Half brick masonry in common brunt clay building bricks having Sqm

crushing strength not less than 35 Kg/Sq.Cm. in Lime mortar 1:1.5 (

1- Lime : 1.5 -coarse sand ) in foundation and plinth (C)Fly Ash Bricks

06008E2A 6.2 Extra for brick work in superstructure above floor two level Item No. cu.m

5 (B) Coventional

06009AA 6.31 Half brick masonry in common brunt clay building bricks having Sqm

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

204 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars 1

after every three course embedded in Cement Mortar in foundation

and plinth (A) Modular

06009BA 6.31 Half brick masonry in common brunt clay building bricks having Sqm

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

205 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars 1

after every three course embedded in Cement Mortar in foundation

and plinth (B) Conventional

06009CA 6.31 Half brick masonry in common brunt clay building bricks having Sqm

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

206 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars 1

after every three course embedded in Cement Mortar in foundation

and plinth (C)Fly Ash Bricks

06009E3A 6.2 Extra for brick work in superstructure above floor two level Item No. cu.m

5 (C) Fly Ash Bricks

06010A 6.32 Extra for half brick masonry in superstructure Sqm

above plinth level upto floor two level. (A) Modular

06010B 6.32 Extra for half brick masonry in superstructure Sqm

above plinth level upto floor two level. (B) Conventional

06010C 6.32 Extra for half brick masonry in superstructure above plinth level Sqm

upto floor two level. (C)Fly Ash Bricks

06011AA 6.33 Extra for half brick masonry in superstructure above floor two level. Sqm

06011BA 6.33 Extra for half brick masonry in superstructure above floor two Sqm

level.(B) Conventional

06011CA 6.33 Extra for half brick masonry in superstructure above floor two level. Sqm

(C) Fly Ash Bricks

06012AA 6.55 Half brick thick honey- comb brick work with common burnt clay Sqm

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

(i) In Cement Mortar 1:4 ( 1- Cement : 4 -coarse sand)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

06012BA 6.55 Half brick thick honey- comb brick work with common burnt clay Sqm

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

(ii) In Cement Mortar 1:5 ( 1- Cement : 5 -coarse sand)

06012CA 6.55 Half brick thick honey- comb brick work with common burnt clay Sqm

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

216 (iii) Fly Ash Brick In Cement Mortar 1:5 ( 1- Cement : 5 - coarse sand) 1

6014 Masonary work using Aerated light weight concrete block having cu.m

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

above plinth level upto floor two level in cement mortar 1:5 (

cement : 5 fine sand ) complete as per Technical Specification

6015 Providing and laying Precast Lightweight concrete hollow core wall Sqm

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

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

218 mm / 3300 mm in legth made from of controlled cement concrete 1

M20 having cube compressive strength not less than 20 MPa

jointing with high strength & tensile adhesion non-shrink

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

6016 Providing and laying Precast Lightweight concrete hollow core wall Sqm

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

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

219 mm / 3300 mm in legth made from of controlled cement concrete 1

M20 having cube compressive strength not less than 20 MPa

jointing with high strength & tensile adhesion non-shrink

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

6017 Providing and laying Precast Regular concrete hollow core wall with Sqm

hollow core concrete unit of approved make & size of 92 mm thick,

600 mm wide and 2400 mm / 2600 mm / 2850 mm / 3000 mm /

220 3300 mm in legth made from of controlled cement concrete M35 1

having cube compressive strength not less than 35 MPa jointing

with high strength & tensile adhesion non-shrink cementitious joint

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

6018 Providing and laying Precast Regular concrete hollow core wall with Sqm

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

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

221 mm / 3300 mm in legth made from of controlled cement concrete 1

M35 having cube compressive strength not less than 35 MPa

jointing with high strength & tensile adhesion non-shrink

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

CHAPTER-7 STONE MASONRY

07001AA 7.6 (i) Uncoursed Rubble Masonry with hard stone of approved quality cu.m

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

coarse sand including levelling up etc.

07001BA 7.6 (ii) Uncoursed Rubble Masonry with hard stone of approved quality cu.m

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

coarse sand including levelling up etc. complete

07001CA 7.6 (iii) Uncoursed Rubble Masonry with hard stone of approved quality cu.m

224 in foundations and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5- coarse 1

sand including levelling up etc. complete

7002 7.8 Extra over Item 7.6 for super structure above cu.m

plinth level upto floor two level

07003A 7.9 Extra for additional lift in superstructure cu.m

above floor two level.

07004A 7.17 Coursed rubble masonry with hard stone of approved quality in cu.m

227 A foundations and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse

sand) etc. complete.

07005AA 7.17 Coursed rubble masonry with stone of approved quality in cu.m

228 B foundations and plinth in Cement Mortar 1:5 (1-Cement : 5-coarse

sand) etc. complete.

07005BA 7.17 Coursed rubble masonry with stone of approved quality in cu.m

229 C foundations and plinth in Cement Mortar 1:4 (1-Cement : 4-coarse

sand) etc. complete.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

07005CA 7.17 Coursed rubble masonry with stone of approved quality in cu.m

230 D foundations and plinth in Cement Mortar 1:3 (1-Cement : 3-coarse

sand) etc. complete.

7006 7.19 Extra over item No. 7.17 for superstructure above plinth level upto r floor per

floor two level cu

07007A 7.2 Extra for additional lift in superstructure r floor per

above floor two level. cu

07008A 0 White Stone Bela mesonry block in course in superstructure with cu.m

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

finesand) including packing the joints etc. complete.

07009A 0 White Stone Bela mesonry work in partition walls upto 15 cm Sqm

thickness in cement Mortar 1:4 ( 1- Cement : 4- course sand)

07010A 0 White Stone Bela mesonry block in course in superstructure with cu.m

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

sand) including packing the joints etc. complete.

07011A 0 White Stone Bela mesonry block in course in superstructure with cu.m

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

sand) including packing the joints etc. complete.

07012A 7.75 Precast concrete block masonry (including quoin blocks jamb blocks cu.m

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

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

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

plinth cement morter 1:6

7013 7.93 Extra for masonry work with precast concrete cu.m

block in superstructue above plinth upto floor two level.

07014A 7.82 Precast concrete block masonry in partition walls 10 cm. thick with Sqm

solid block of approved size (including quion blocks Jamb blocks

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

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

7015 0 Providing and laying hollow block masonry 90 mm thick using Sqm

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

240 Mortar 1:4 laying in perfect line level and plinth preparing grading 1

the joints incl. the cost of scaffolding and curing etc. (A) Block

masonry in 1:1:8 cement lime mortar

7016 0 Providing and laying hollow block masonry 140 mm thick using Sqm

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

241 Mortar 1:4 laying in parfect line level and plint propering groding 1

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

masonry in 1:1:8 cement lime mortar

7017 0 Providing and laying hollow block masonry 190 mm thick using Sqm

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

242 Mortar 1:4 laying in perfect line level and plint propering groding 1

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

masonry in 1:1:8 cement lime mortar

CHAPTER-9 FORM WORK

09001AA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. Height of propping and centering below supporting floor to

243 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

and Mass concrete.

09001B1A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. Height of propping and centering below supporting floor to

244 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

floors slabs Landings and the like.

(1) Floors etc. upto 200 mm in thickness.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

09001B2A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. Height of propping and centering below supporting floor to

245 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

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

09001CA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

246 ceiling not exceeding 4 1

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

09001G1A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

247 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

Rectangular Polygonal in plan.

09001G2A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

248 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts. (2)Circular

or curved in Plan.

09001H1A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

249 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

Haunchings cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

09001H2A 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

ceiling not exceeding

250 M. and removal of the same for in situ reinforced concrete and plain 1

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

Haunchings canti-levers Girders Bressumers and Lintels exceeding

09001IA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

251 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

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

09001KA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

252 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (K) Small surfaceassuch as cantiever brackets and

ends of steps caps and basses to pilasters and Columns and the

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

09001LA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

253 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (L) Chullah Hoods, weather shades Chhajjas

Corbels etc. including edges.

09001MA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

254 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (M) Staircase with sloping or stepped soffits

including risers and stringers excluding landing.

09001QA 9.1 Providing formwork of ordinary timber planking so as to give a Sqm

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

255 ceiling not exceeding 4 1

M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (Q) Vertical fins and vertical sun breakers.

09002AA 9.2 Extra for additional height of propping and centering where the Sqm

height of propping and centering exceeds 4 .O M between

256 supporting floor to ceiling including temporary brick or stone pillars 1

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

09002BA 9.2 Extra for additional height of propping and centering where the Sqm

height of propping and centering exceeds 4 .O M between

257 supporting floor to ceiling including temporary brick or stone pillars 1

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

09002CA 9.2 Extra for additional height of propping and centering where the Sqm

height of propping and centering exceeds 4 .O M between

258 supporting floor to ceiling including temporary brick or stone pillars 1

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

09003AA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

259 give a fair finish in (A) Foundations, Footings, Bases of Columns etc.

and Mass concrete

09003B1A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

260 give a fair finish in (B)Flat surfaces such as soffits of slabs Landings 1

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

09003B2A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

261 give a fair finish in (B) Flat surfaces such as soffits of slabs Landings 1

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

09003CA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (C)Vertical surface such as walls (anythickness)

partitions & lime including attached pilasters buttresses plinth &

string course & like.

09003G1A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

263 give a fair finish in (G) Columns, Pillars, Posts and struts. (1) Square,

Rectangular or polygonal in plan.

09003G2A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

264 give a fair finish in (G) Columns, Pillars, Posts and struts. (2) Circular

or curved in plan

09003H1A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (H)(1) Sides and soffits of Beams, Beam

Haunchingscantilevers Girders, Bressumers and Lintels not

exceeding 1 M. in Depth.

09003H2A 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (H) (2) Sides and soffits of Beams, Beam

Haunchings cantilevers Girders, Bressumers and Lintels exceeding

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

09003IA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

267 give a fair finish in (I) Edges of slabs and Breaks in floors and walls.

09003KA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (K) Small surfaceas such as centilever

endsnBrackets and end of steps caps and basses to pilasters and

Columns including edges.

09003LA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

269 give a fair finish in (L) Chullah Hoods weather Shades Chhajjas

Corbels etc. and the like.

09003MA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (M)Staircase with sloping or stepped soffits

including sisers and stringers excluding

09003QA 9.7 Extra for Providing formwork with sheathing steel sheets so as to Sqm

give a fair finish in (Q)Vertical fins and vertical sun breakers.

CHAPTER-10 WOOD WORK & JOINERY

10001A 10.1 Providing wood work in frames of Doors, windows cleare story 10 Cu.Dm.

272 windows and othersimilar works wrought, framede and fixed in

position. (A) Indian Teak Wood

10002A 10.4 Providing wood work in Trusses, Purling, Rafter, Post,Post Plates, Cu.Dm.

273 wall plates and the like wrought framed, hoisted and fixed in

10003A 10.5 Providing wood work in frames of false- ceiling, partitions etc sawn Cu.Dm.

and put up in position. (A) Indian Teak Wood

10004AA 10.12 Providing and fixing 35 mm thick shutters for Doors, windows and Cu.Dm.

clear story windows including anodised alluminium butt hinges with

necessary screws.(A) Indian Teak Wood (1) Fully Panelled

10004BA 10.12 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clear story windows including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood (ii) Fully Glazed.

10004CA 10.12 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clear story windows including anodised alluminium butt hinges with

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

10005AA 10.13 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clearstory windows including blackenamelled M.S. butt hinges with

278 necessary screws. (A) Indian teak wood. (i) Fully Panelled. 1

10005BA 10.13 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clearstory windows including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood.

(ii) Fully Glazed.

10005CA 10.13 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clearstory windows including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood.

(iii) Partly panelled and partly glazed.

10006AA 10.15 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

281 including anodised alluminium butt hinges with necessary screws.

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

10006BA 10.15 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

282 including anodised alluminium butt hinges with necessary screws.

(A) Indian teak wood. (ii) Fully Glazed.

10006CA 10.15 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

including anodised alluminium butt hinges with necessary screws.

(A) Indian teak wood. (iii) Partly panelled and partly glazed.

10007AA 10.16 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

including black enamelled

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

Fully Panelled.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10007BA 10.16 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

including black enamelled

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

10007CA 10.16 Providing and fixing 25 mm thick shutters for cupboards etc. Sqm

including black enamelled

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

Indian teak wood. (iii) Partly panelled and partly glazed.

10008A 0 Add extra for providing and fixing 40 mm thick shutters instead of Sqm

35 mm thick shutters.

10009AA 10.23 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

288 clearstory windows including anodised alluminium But hinges with 1

necessary screws and indian teak wood shutters with. (A) Plywood

10009BA 10.23 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

289 clearstory windows including anodised alluminium But hinges with 1

necessary screws and indian teak wood shutters with. (B) Particle

10009CA 10.23 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

290 clearstory windows including anodised alluminium But hinges with 1

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

10009DA 10.23 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

291 clearstory windows including anodised alluminium But hinges with 1

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

10010AA 10.24 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S. But hinges with

necessary screws. (A) Plywood sheet panels.

10010BA 10.24 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S. But hinges with

necessary screws. (B) Particle board panels

10010CA 10.24 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S. But hinges with

necessary screws. (C) Hard board panels.

10010DA 10.24 Providing and fixing 35 mm thick panelled Sqm

,glazed or panelled and glazed shutters, for Doors windows and

clearstory windows including black enamelled M.S. But hinges with

necessary screws . (D) Asbestos sheet panels.

10011 10.3 Provoding and fixing flush door shutters, solid core construction Sqm

with frame of first class hardwood with cross board and face veneer

or plywood face panels, including anodised alluminium butt hinges 1

with necessary screws. (B) Non-decorative type and block board

core anodised alluminium butt hinges in flush door shutters (2)

10012 10.37 Extra for using bright finished M.S. piano Sqm

hinges of (A) Nickel plated piano hinges.

10013 10.39 Extra for providing vision panel not exceeding Sqm

0.1 Sq.M. in all types of flush doors. (A) Rectangular or Square.

10014A 10.5 Providing and fixing 30 mm wire gauge shutters using galvanised Sqm

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

dia,for Doors, windows and clearstory windows including anodised 1

alluminium butt hinges with necessary screws. (A) Indian teak

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10015A 10.5 Providing and fixing 30 mm wire gauge shutters using galvanised Sqm

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

300 dia,for Doors, windows and clearstory windows including bright 1

finished or/ and black enamellede M.S. butt hinges with necessary

Mango wood or equivalent quality.

10016 10.5 Extra for providing and fixing galvanised M.S wire gauge of I.S. Sqm

gauge designation 140 G,to 000 Rs. windows and cleastory windows

with wire of dia 0.71 mm instead of I,S,gauge designation 85 G.with

wire of dia.0.56 mm.

10017 10.7 Providing and fixing 12 mm thick and 100mm wide pelmet of flat Rmt

pressed 3 layer neneed particle board solid core with 25 mm

302 diametre alluminium curtain Road and brackets including fixing with 1

M.S flat 10cm,long and plugs etc.complete.

10018A 10.8 Providing and fixing 40mm panelled, Glazed or panelled and glazed Sqm

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

teak wood (Frames tobe paid

10019A 10.9 Providing and fixing Decorative plywood 4mm thick in partitions Sqm

including fixing to frames with screws etc, complete with 50mm x

12mm teak wood beading (Frames tobe paid

10021A 10.9 Providing and fixing in partitions 4mm thick medium hard board of Sqm

approved quality including fixing to fames with screws etc, complete

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

10022A 11 25 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or Sqm

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

apart with Mango wood or equivalent

10023A 11 40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or Sqm

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

apart with Mango wood or equivalent quality.

10024A 11 Providing and fixing M.S. round or square bars with M.S.flats at kg

308 required spacing in wooden frames of windows and clerestory

10025AA 10.1 Providing and fixing M.S. grills of required pattern to wooden kg

frames of windows etc. with M.S. flats at required spacings and

309 frame alround, square or round bars with round headed bolts and 1

nuts or by screws (A) Plain

10025BA 10.1 Providing and fixing M.S. grills of required pattern to wooden kg

frames of windows etc. with M.S. flats at required spacings and

frame alround, square or round bars with round headed bolts and

nuts or by screws. (B) ORNAMENTAL GRILL

10026A 10.1 Providing and fixing hard drawn steel wire fabric 75mm x 25mm Sqm

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

etc. including 60 x 20mm beading of teak

10027A 10.1 Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l Sqm

gauge designation 85 G. with wire of dia.0.56 mm to windows and

celevating windows including 60 x 20mm beading of teak wood.

10028A 10.1 Providing and fixing first class indian teak wood 75mm x 60mm Rmt

313 moulded hand rails in 1

straight lengths complete.

10029AA 0 (i) Providing and fixing glazed louvered glass windows and Sqm

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

coats of oil painting to wood work

10029BA 0 (ii) Providing and fixing glazed louvered glass windows and Sqm

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

coats of oil painting to wood work etc.complete. with wooden

louvers plank 12mm thick

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10030A 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

316 cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (i) Fully Glazed.

10030B 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

317 cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (ii) Fully Panelled.

10030C 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled and partly glazed.

10031A 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

319 cm. size including black enamelled iron oxidixed fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (i) Fully Glazed.

10031B 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

320 cm. size including black enamelled iron oxidixed fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (ii) Fully Panelled.

10031C 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 10 cm x

cm. size including black enamelled iron oxidixed fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (iii) Partly panelled and partly glazed.

10032A 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

322 cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (i) Fully Glazed.

10032B 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

323 cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (ii) Fully Panelled.

10032C 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

cm. size including anodized alluminium fixtures and fastenings 1

including primer coat of approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled and partly glazed.

10033A 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

325 cm. size including black enamelled iron oxidized fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (i) Fully Glazed.

10033B 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

326 cm. size including black enamelled iron oxidized fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (ii) Fully Panelled.

10033C 0 Providing and fixing 35 mm thick shutters for Doors, windows and Sqm

clerestory windows including Indian teak wood frames 12 cm x

cm. size including black enamelled iron oxidized fixtures and 1

fastenings including primer coat of approved quality and two coats

of oil painting etc, complete. (iii) Partly panelled and partly glazed.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10034 0 Add extra for providing and fixing 40mm thick shutters instead of 35 Sqm

mm thick shutters including oil paining etc. complete.

10035 0 Deduct for providing and fixing 25mm thick shutters instead of 35 Sqm

mm thick shutters including oil paining etc. complete.

10036 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP Sqm

shutter with wood grain raised panneled design finish shutter

having extra reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with injected

330 polyurethene foam done in situ alongwith embedded wooden 1

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

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

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

with fastener sleeve & alluminium fixtures & fastenings.

10037 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP Sqm

depress panel shutter having extra reinforcement on sides & edges

in Gel coat finish. The core of the shutter & frame is to be filed up

with injected fire retardant grade polyurethene foam done in situ

331 alongwith embedded wooden pieces for stiffening & also taking 1

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

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

Rates are to be inclusive of S.S hinges with necessary screws &

alluminium fixtures & fastenings & fastener sleeve.

10038 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP Sqm

shutter having extra reinforcement on sides & edges in polish finish.

The core of the shutter & frame is to be filed up with injected

polyurethene foam done in situ alongwith embedded wooden

332 pieces for stiffening & also taking hinges & fintures. The whole FRP 1

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

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

with necessary screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

10039 Providing and fixing FRP of 28mm thick Fibre Glass shutter with 1.5 Sqm

to 2.0 mm thick fire retardent grade FRP skin in depressed panel

design having extra reinforcement on sides & edges & in Gel coat

finish. The core of the shutter is to be filled up with injected

retardent grade polyurethane foam done in situ alongwith

333 embedded wooden pieces for stiffening & also taking hinges & 1

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

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

are to be inclusive of S.S hinges with necessary screws & alluminium

S.S fixtures & fastenings & fastener sleeve.

10040 Providing and fixing FRP of 35mm thick Fiber Glass shutter with 1.5 Sqm

to 2.0 mm thick fire retardent grade FRP skin in depressed panel

design having extra reinforcement on sides & edges & in Gel coat

finish. The core of the shutter is to be filled up with injected

334 retardent grade polyurethane foam done in situ alongwith 1

embedded wooden pieces for stiffening & also taking hinges &

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

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

are to be inclusive of S.S hinges with necessary screws & alluminium

fixtures & fastenings.

10041 Supply of 35mm thick Fiber Glass shutter with Sqm

1.5 to 2.0 mm thick fire retardent grade FRP skin in wood grain

rasied panel design having extra reinforcement on sides & edges &

in polish design finish. The core of the shutter is to be filled up with

335 injected retardent grade polyurethane foam done in situ alongwith 1

embedded wooden pieces for stiffening & also taking hinges &

fintures. The whole shutter is to be water proof ,weather proof,

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

inclusive of S.S hinges with necessary screws & alluminium S.S finish

fixtures & fastenings.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10042 Providing and fixing windown shutter of 75x30 mm size with 4mm Sqm

fully glazed panels with PVC batten main farme size having 1.5 to

2.0 mm thick fire retardent grade FRP shutter having extra

reinforcement on sides & edges in polish finish. The core of the

shutter & frame is to be filed up with injected polyurethene foam

336 done in situ alongwith embedded wooden pieces for stiffening & 1

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

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

acid/alkali. Rates are to be inclusive of S.S hinges with necessary

screws & alluminium

S.S fixtures & fastenings & fastener sleeve.

10043 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC sqm

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

gauge thickness and size of 19mm x 19mm for stiles and 15mm x

mm for top and bottom rails. M.S. frame shall have a coat of steel

primers of approved make and manufacture, M.S. frame shall be

covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x

50 mm forming stiles, and 5mm thick 75mm wide PVC sheets for

337 top rail, lock rail and bottom rail on either side, and 10mm (5mm x 1

2) thick, 20mm wide cross PVC sheet as gap insert for top rail and

bottom rail, Panelling of 5 stiles and rails with 30mm wide x 5mm

thick PVC sheet beading on eighter side, and joined together with

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

20mm width is to be stculk on the interior side of the ‘c’ channel

using PVC solvent cement adhesive etc. complete as per direction of

Engineer in charge, manufacture’s specification and drawing.

10044 Providing and fixing 30mm thick FACTORY MADE SOLID BOTH SIDE sqm

PRELAM PANEL PVC DOOR SHUTTER consisting of frame made out

of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for

stiles, top and bottom rails. M.S. frame shall have a coat of steel

primer of approved makde and manufactures. M.S frame covered

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

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

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

5mm thick, 95mm wide pream PVC sheet out of which 75mm shall

be flat and 20mm shall be tapered in 45 degree on the inner side ot

form top and bottom rail and 115mm wide prelim PVc sheet out of

338 which 75nmm shall be flat and 20mm shall be tapered on both side 1

to form lock rail, Top, bottom and lock rails shall be provided either

side of the panel. 10mm (5mm x 2) thick 20mm wide cross PVC

sheet shall be provided as gap insert for top rail and bottom rails.

Panelling of 5mm thck both side prelim PVC

sheet to be fitted in the M.S. frame welded,sealed to the stiles and

rails with 7mm (5mm + 2 mm) thick x 15mm wide PVC sheet

beading on inner side, and joined togeth with solvent cement

adhesive. An additional 5mm thick PVC strip of 20mm width is to be

stuck on the interior side of the ‘C” chanel using PVC solvent

adhesive etc. complete as per direction of Engineering in

charge, manufacture’s specification and rawing.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10045 Providing and fixing 30mm thick FACTORY MADE SOLID SINGLE sqm

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame

made out of M.S. tubes of 19 gauge thckness and size of 19mm x

19mm for stiles, and 15mm x 15mm for top and bottom rails. The

M.s. frame shall have coat of steel primers of approved makde and

manufacture. The M.S. frame shall be covered with 5mm thick heat

moulded single side prelim PVC „C‟ channel of size 30 x 50mm to

form stiles and 5mm thick and 75mm wide single side prelim PVC

sheets shallbe for the top, bttom and lock rails. Paneling of 5mm

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

to the front (Prelam side) stiles and rails (which should have a 5mm

45 degree bent portion as beading) and attached to the back

(white/lvory) stiles and rails (which should have a 10mm 90 degree

339 bent portion as beading) using 2 nos. 15mm wide x 5mm thick PVC 1

sheet beading inside the 9 degree bent beading. All stiles, rails and

beading to be joined to the panel using solvent cement. An

additional 5mm thick PVC strip of 20mm width is to be struck on the

interior side of the „C‟ channel using PvC solvent adhesive and

10mm thick (5mm x 20) thick 20mm width cross PVC sheet to be

fitted as gap insert for top and bottom rails, etc. complete as per

direction of Engineer in charge, manufacture‟s specification and

10046 Providing and fixing 30mm thick FACTOR MADE FULLY GLAZED sqm

SOLID PVC DOOR SHUTTER consisting of frame made out of

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

styles and 15mm x 15mm for top, lock and bottom rails M.S. frame

shall have a coat of steel primer of approved make and

manufacture, M.s. frame shall be covered with 5mm thick heat

moulded PVC „C” channel of size 75mm x 30mm x 50mm out of

which 10mm shall be bent at 90 degree towards inner side on front

face of the door forming stiles. For top rail and bottom rail, M.S.

frame shall be covered with 5mm thick, 100mm wide PVC sheet out

of whch 10mm shall be bent of 90 degree towars inner side on front

face of the door. M.S. frame at lock rail shall be covered with

mm wide PVC sheet out of which 10mm on both the edges shall be

bent at 90 degre on front face of the door and 75mm wide PVC

340 sheet shall cover the M.S. frame at top, lock and bottom rail on side 1

of door, 5mm thick 20mm wide cross PVC sheet as gap insert for tp

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

wide to be stuck, internally with solvent cement adhesive in stiles

and rails. Glass panel will be fitted exernally in the clear space

available between the stiles and rails and fixed between PVC sheet

of stiles and rails bent at 90 degree on front face and 15mm x 10mm

„L‟ shape outer beading nailed on stiles and rails at the back side.

So that the „L‟ shape PVC beading can be removed when required

for replacement of broken glass etc. complete as per direction of

charge and manufacture‟s specification.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10047 Providing and fixing 30mm thick factory made wire guazed solid sqm

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

gauge thickness and size of 19mm x 19mm for stiles and 15mm x

15mm for top, lock and bottm rails, M.S. frame shall have a coat of

steel primers of approved make and manufacture, 19mm x 19mm

M.S. square tubes shall be

coveed with 5mm thick head mouled PVC „C‟ channel of size 30mm

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

shall be bent in 90 degree angle on either side forming stiles and

5mm thick 115mm wide PVC sheet out of which 100mm shal be flat

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

and bottom rails and 130mm wide PVC sheet out of which 100mm

shal be flat and 15mm shal be bent in 90 degree on both side to

from lock rail 10mm (5mm x 2) thick, 20mm wide cross PVC sheet

341 as gap insert for top rail and bottom rail, panel will be of G.I. wire 1

gauge to be fitted in by „C‟ channel of size 10mm x 35mm on the

either side in the stiles.The inner side „C‟ channel is fixed by 19mm x

19mm M.S. tube on both side with screws. The wire mesh in top,

bottom and lock rail is sealed with 15mm x 15mm tube with G.I.wire,

1mm (5mmm x 2) thick PVC strip of 25mm width is to be stuck and

screw on both side of G.I. wire guage interior at the top, bottom and

lock rails. An additional 5mm thck PVC strip of 20mm width is to be

stuck on the interior side of the „C‟ channel using PVC solvent

cement adhesive etc. complete as per dirction of Engineer in charge,

10048 Providing and fixing 35mm thick factory made moulded door shuter sqm

consisting of solid core single leaf flush door of 30mm thickness,

lipped with 15mm (5mm x 3) thick x 30mm width on one stiles and

top rail and 10mm (5mm x 2) thick x 30mm width on the other stiles

and bottom rails. The inner panel laminated with 2mm thick termite

proof, water proof and fire resistant moulded PVC sheet with

342 raised panel design in different plain and /or prelim colours on one 1

side after routing the moulded design on flush door and 2mm plain

and/or prelim PVC sheet on other side using rubber adhesive on

flush door and solvent cement adhesive on the PVC liping etc.

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

specification and drawing.

10049 Providing and fixing 30mm thick factory made moulded door sqm

shutter wood free consisting of frame made out of M.S. tubes of

gauge thickness and size of 25mm x 25mm for stiles, top and

bottom rails, M.S. frame shall have a coat of steel primers. The inner

panel shall consist of 25mm thick High Density EPS conforming to IS

4671-1984 bonded with 2mm thick termite proof, water proof and

fire resistant moulded PVC sheet with 2,4,6 raised panel design in

different plain and /or prelim colours after routing the moulded

design on one side and 2mm plain and/or prelim PVC sheet on other

side of the EPS. The edges of panel to be sealed with lipping of

10mm wide PVC sheet batton (made by sticking 2 PVC rigid foam

sheets of 5mm thickness using PVC solvent cement) and stiles

25mm (5mm x 5) thick and 30mm width PVC sheet fitted along M.S.

tube for lock provision and for lock

height 5mm thick PVC sheet of size 150mm x 100mm fixed with

upper and lower face of inner side of EPS panel etc. complete as per

direction of Engineer in charge manufacture’s specification and

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10050 Providing and fixing factory made polyvinyl chioride (PVC) door sqm

frame of the size 50 x 47 mm with a wall thickness of 5mm, made

out of extruded 5mm rigid PVC foam sheet, mitre out of two

corners and joined with 2nos. of 150mm long brackets of 15 x

15mm M.s. Square tubes. The two vertical door profiles are to be

reinforced with 19 x 19 mm m.s. square tube of 19 gauge, EPDM

344 rubber gasket weather seal to be provided through out the frame. 1

The door frame shal be fixed to the wall using 65/100 mm long M.S.

screws through the frame by using PVC fasteners. A miniumum of

nos. os screws to be provided for each vertical members and

minium 2 nos. for horizontal members etc. complete as per

manufactures specification and direction of Engineer in charge.

10051 Providing and fixing of fully glazed solid PVC panel PVC door along sqm

with solid PVC door frame. 30mm thick FACTORY MADE FULLY

GLAZED SOLID PVC DOOR SHUTTER consisting of frame made out of

M.S. tube of 19 gauge thickness and size of 19mm x 19mm for style

and 15mm x 15mm for top, lock and bottom rail. M.S. frame shall

have a coat of steel primer of approved make and manufacture.

M.S. frame shall be covered with 5 mm thick heat mouled PVC ‘C”

345 channel of size 75mm x 30mm x 50mm out of whch 10mm shall be 1

bent at 90 degree towards inner side on front face of the door. M.S.

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

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

face of the door and 7mm wide PVC sheet shall cover the M.S.

frame at top, lock and bottom rail on back side of door, 5 mm thick

20mm wide cross PVC sheet as gap insert for top and bottom rail.

Providing and fixing complete sliding shutter solid PVC window

25mm thick factory made glazed solid PVC window shutter

consisting of frame made out of M.S. tube of 19 gauge of size 15 x

15mm for styles top, bottom rail.

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

manufacture, M.S. frame shall be covered with 4mm thick heat

mouled PVC ‘C’ channel of size 58mm x 25mm x 38 mm out of

346 which 8mm shall be bent at 90 degree towards inner side on front 1

face of the window shutter forming stiles. For top rail and bottom

rails, M>S. frame shall be covered with 4mm thick, 58mm wide PVC

sheet out of which 8mm shall be bent at 90 degree towards inner

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

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

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

10053 Providing and fixing Plain/Printed PVC sheet wall paneling of sqm

thickness 5mm consisting of panels having size 1220 mm x

mm stuck on inner frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their center a groove of 6mm

width and 1mm depth for sinking the head of the screw used to fix

the strips to the wall and should be placed vertically at equal

intervals of 10” center to center. The PVC strips shall be fixd to the

347 wall using 65mm long M.s. scress through the groove in the strip by 1

using PVC fasteners. The distance between two screws shall not be

more than 200 A groove of 2mm may be left at the joint of two panel

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

of the grid may vary depending on the size of the wall.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10054 Providing and fixing Prelam PVC sheet wall paneling of thickness sqm

5mm consisting of panels having size 1220 x 2440 mm stuck on

inner frame work of 50mm wide strips of 5mm thick PVC sheet. The

strips should have in their center a grove of 6mm width asnd 1mm

depth for sinking the had of the screw using to fix the strips of the

wall and should be placed vertically at equal intervals of 10” center

to center. The PVC strips shall be fixed to the wall using 65mm long

M.S. scres through the groove in the strip by using PVC fasteners.

The distance between two screws shall not be more than 200 mm.

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

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

may vary depending on the size of the wall.

10055 Providing and fixing full height Prelam PVC partition system 50mm sqm

thick consisting of 40mm sandwich PVC panel made out of 36mm

high density expanded polystyrene sheet (E.P.S. Thermocol) stuck

on both side with 2mm thick prelim PvC sheet reinforced with frame

work made from 35mm x 5mm

M.S. angle. In between two M.S. angles 4 mm with feathered edges

shall be fixed on floor and 50 x 75 mm with feathered edges prelim

PVC “C” channel of size 50mm x 75mm with feathered edges prelim

PVC panel shall be

inserted in the PVC ‘C” channel The first and last M.S. angle should

349 be erected such that it is inside a PVC C channel of size 50 x 75mm 1

In between adjoining EPS sandwiched PVC partition panel 4mm

thick x 75 mm width prelim PVC sheet feathered at edges shall be

stuck on front and back face using solvent cement etc. An additional

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

intrior side of the ‘C” channel using PVC solvent adhesive

completeas per direction of Engineer in charge. Manufacture’s

specification and drawing.

10056 Providing and fixing full height Plan/colour PVC partition system sqm

50mm thick consisting of 40mm sandwich PVC panel made out of

36mm high density expanded polystyrene sheet (E.P.S. Thermocol)

stuck on both side with 2mm thick plain PVC sheet reinforced with

frame work made from 35mm x 5mm M.S. angle. In between two

M.S. angles 4 mm thick plan heat moulded PVC „C‟ channel of size

50mm x 100 mm with feathered edes shall be fixed on floor and 50 x

75 mm with feathered edges plain/printed/prelim PVC „C‟ channel

shall be fixed in the ceiling. Sandwich PVC panel shall be inserted in

the PVC “c” channel. The first and last M.S. angle should be erected

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

between adjoining EPS sandwiched PVC partition panel 4mm thick

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

front and back face using solvent cement etc. And additional 4mm

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

the C channel using PVC solvent adhesive complete as per

direction of Engineer in

charge, manufacture‟s specification and

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10057 Providing and fixing full height Printed PVC partition system 50mm sqm

thick PVC partition consisting of 40mm sandwich PVC panel made

out of 36mm high density expanded polystyred shet (EPS

Thermocol) stuck on the both side with 2mm thick printed PVC

sheet reinforced with frame work made from 35mm x 5mm M.S.

angle. IN between two

M.S. angles 4mm thick printed heat moulded PVC C channel of size

50mm x 100mm with feathered, edges shall be fixed on floor and

x 75 mm with feathered edges printed PVC C channel shall be fixed

in the ceiling, Sandwich PVC panel shall be inserted in the PVC C

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

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

351 EP sandwiched PVC partition panel 4mm thick x 75mm width 1

printed PVC sheet feathered at edges shall be suck on front and

back face using solvent cement. If the height of partition exceeds

feet; then 15mm x 30mm M.S. tube is welded horizontally at the joint

of panels in between two vertical angels etc. An additional 4mm

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

the C channel using PVC solvent adhesive complete as per

direction of Engineer in charge, manufactures.

10058 Providing and fixing PVC plain colour false ceiing with grid type with sqm

alu frame consisting of 600 mm x 600mm 3mm thick plain PVC

sheet used as panel insert in a frame work made using anodized

alluminium T section of size 1” x 1” (25 x 25mm, 19 gauge or 1mm

thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm). The

alluminium frame work is supported from the ceiling with the help

G.I. hook and G.I. wire/6mm M.S. rods of required sizes to maintain

proper level etc. The aluminium frame work is supported on side

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

angles et. Complete as per direction of Engineer in charge.

Manufactures, specification and drawing

10059 Providing and fixing PVC Printed pain colour false ceiling with grid sqm

type with alluminium frame consisting of 600mm x 600mm 3mm

thick plain PVC sheet used as panel insert in a frame work made

using anodized alluminium T section of size 1 x 1 (235 x 25mm,

gauge or 1 mm thick) in square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is supported from the cceiling

with the help of G.I. hook and G.I. wire/6mm M.S. rods of required

sizes to maintain proper level etc. The aluminium frame work is

supported on side wall with the use of alluminium L section of size

x 1 (25 x 25mm) angles etc. complete as per direction of Engineer in

Manufactures specification and drawing.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

10060 Providing and fixing PVC plain colour false ceiling with flush type sqm

with alluminium frame, frame work is done with three different

sections of G.I. sheet of 24 gauge thickness named as C, U and L.

The C section is fixed

with hangers at an equal distance of 36” each and then U section is

fixed perpendicular on C section with steel screws at an equal

distance of 16” each. The complete frame work is supported by G.I.

L angle 6mm rod hangers from the roof and L sections is fixed all

354 around the wall as shown in the diagram. 1

5mm PVC sheet strips of size 2 wide and fixed with counter sunk

steel screw on the U section. Further 3mm PVC sheet is stuck to

these PVC strips with solvent cement such that joining lines are

perfectly matched. P.U. putty is filled, ceiling for getting fine surface

finish etc. complete as per direction of

Engineer in charge, manufacturer’s specification and drawing.

10061 Providing and fixing PVC printed false ceiling with flush type with sqm

alluminium frame, frame work is done with three different sections

G.I. sheet of 24 gauge thickness named as C, U and L. The C section

is fixed with hangers at an equal distance of 36” each and then U

section is fixed perpendicular on C section

with steel screws at and equal distance of 16” each. The complete

frame work is supported by G.I. L angle/6 mm rod hangers from the

roof and L sections is fixed all around the wall as shown in the

355 diagram. 5mm PVC sheet strips of size 2 wide are fixd with counter 1

sunk steel screws on the U section. Further 3mm PVC sheet is stuck

to these PVC strips with solvent cement such that joining lines are

perfectly matched. P.U. putty is filled, dried and leveled and

requisite coats of primer and paint is done on the ceiling for getting

fine surface finish etc. complete as per direction of Engineering and

manufacturer’s specification and drawing

10062 Extra rate for using polyester fiber (12mm) with triangular of 1 Packet of

equivalent cross section with specific gravity 1.35 to 1.40 (as a 125 gms

secondary reinforcement) in concrete of any grade at the rate of

125 gms per 50 kg of

Extra consumption.

rate for using polyester fiber (6mm) with triangular cross of 1 Packet of

equivalent section with specific gravity 1.35 to 1.40 (as a secondary 125 gms

reinforcement) in mortar of any grade at the rate of 125 gms per

kg of cement consumption.

10064A Providing fusion bonded Epoxy coating not less than 175 micron M.T

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant and

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

10064B Providing fusion bonded Epoxy coating not less than 175 micron M.T

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant and

all taxes (B) 20mm to 32 mm dia bar

CHAPTER-11 STEEL ALUMINUM & IRON WORK

11001AA 11.2 Steel work, riveted in built up sections framed work including quintal

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

lead paint. (A) In beams and joists, channels angles Tees, flats, with 1

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and the like.

11001DA 11.2 Steel work, riveted in built up sections framed work including quintal

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

lead paint. (D) In trussses and trussed purlins, upto 25 M. span and

15 M ovarall height.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

11002AA 11.4 Steel work, welded in built up sections framed work including quintal

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

lead paint. (A)In beams and joists, channels angles Tees, flats, with 1

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and the like

11002DA 11.4 Steel work, welded in built up sections framed work including quintal

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

lead paint. (D) In trussses and trussed purlins, upto 25 M. span and

15 M. ovarall height.

11003A 11.6 Providing and fixing in position collapsible steel shutters with quintal

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 1

38mm dia, steel pulleys complete with bolts, nuts, locking

arrangements, stoppers handles including applying a priming coat of

red lead paint.

11004A 11.7 Providing and fixing 1mm thick M.S. sheet sliding shutters with Sqm

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

M.S. gusset plates at Junctions and corners 25 mm dia. pulley, 40 x 1

40 x 6mm angle and T- iron guide rail at top and bottom

respactively with handles, stoppers and locking agangement etc,

including applying a priming coat of red lead paint.

11005A 0 Providing and fixing rolling shutters of approved make made of 80 Sqm

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

length and jointed together at the ends by end locks mounted on

366 specially designed pipe shaft with bracket plates, guide channels 1

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 below 3.5 M.

11005B 0 Providing and fixing rolling shutters of approved make made of 80 Sqm

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

length and jointed together at the ends by end locks mounted on

367 specially designed pipe shaft with bracket plates, guide channels 1

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 3.5 M. and above

11006A 11.9 Providing and fixing rolling shutters of approved make made of 80 Sqm

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

length and jointed together at the ends by end locks mounted on

368 specially designed pipe shaft with bracket plates, guide channels 1

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 3.5.M.

11006B 11.9 Providing and fixing rolling shutters of approved make made of 80 Sqm

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

length and jointed together at the ends by end locks mounted on

369 specially designed pipe shaft with bracket plates, guide channels 1

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 above 3.5 M.

11007 11.1 Providing and fixing 27.5 cm. long wire spring grade No.2 of Each

approved make for rolling shutters.

11008A 11.11 Providing and fixing Hood cover for rolling Rmt

shutters (A) Shutters having width below 3.5 meters

11008B 11.11 Providing and fixing Hood cover for rolling shutters (B) Shutters Rmt

having width 3.5 meters and above

11009 11.14 Fixing standard steel Doors, windows and ventilatos inwalls with 16 Sqm

x 3.15 mm longs 10 cm. long embeded in Cement Concrete block

x 10 x 10 of 1:3:6 (1- Cement : 3-coarse sand : 6-graded stone 1

aggregate of 20mm size

) cost for supply of door/ window/ ventilators shall be paid

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

11010 11.2 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar Each

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.

11011 11.21 Extra over rate of item 20 for providing and fixing M.S. fan clamps Cm Height

375 type-II as per standard design in R.C.C. beams during laying towards 1

additional height of the clamp due to beam rib.

11012 11.23 Providing and fixing M.S. round holding down Kg

or anchor bolts with nuts and washer plates complete.

11013 0 Providing and fixing EZ-7 section door/window frame including Sqm

377 welding and fixtures fastenings including 3 coats of approved

enamel oil paint etc complete.

11026 Providing and fixing window having extruded aluminum Colour Sqm

anodized section frame main outer size 95mm x 24mm x 1.17mm @

wt.of 0.738 Kg/mt , horizontal Three track member size 92mm x

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

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters

378 of horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 1

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

11027 Providing and fixing window having extruded aluminum Colour Sqm

anodized section frame main outer size 95mm x 24mm x 1.17mm @

wt.of 0.738 Kg/mt , horizontal Three track member size 92mm x

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

92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding shutters

379 of horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 1

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

11028 Providing and fixing window having extruded aluminum Colour Sqm

anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x

31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size

61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

380 shutters of horizontal member size 40mm x 18mm x 1.29mm @ 1

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.

11029 Providing and fixing standared extruded of alluminium section of Sqm

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 1

colour tinted float glass with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc complete

11030 Providing and fixing standared extruded of alluminium section of Sqm

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

11031 Providing and fixing standared extruded of alluminium section of Sqm

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 as details etc complete for Fix window.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

11032 Providing and fixing extruded aluminum window having extruded Sqm

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.

Kg/mt,vertical member of size 122.20mm x 31.75mm x 1.50mm ,@

384 Wt. 1.398 Kg/mt with sliding shutters of horizontal member size 1

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

11033 Providing and fixing window having extruded aluminum Colour Sqm

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.

385 1.06 Kg/mt with sliding shutters of horizontal member size 40 1

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

11034 Providing and fixing window having extruded aluminum Colour Sqm

Powder Coated section frame main outer size 63.50 x 38.10 x

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

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

386 sliding shutters of horizontal member size 40mm x 18mm x 1.29mm 1

@ 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

11035 Providing and fixing standared extruded of alluminium section of Sqm

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 1

bronze colour tinted float glass with colour anodized alluminium

frame for ventilation with 5 mm thick frosted glass as details etc

complete for.window

11036 Providing and fixing standared extruded of alluminium section of Sqm

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

Powder Coated alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

11037 Providing and fixing standared extruded of alluminium section of Sqm

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

389 bronze colour tinted float glass as details etc complete for Fix 1

CHAPTER-12 BUILDING HARDWARE

12001 12.4 Fixing Metallic tower bolts of sizes with necessary screws etc. Each

390 complete (Tower bolts and screws to be paid under separate items)

12002 12.5 Fixing Metallic flush bolts of sizes with necessary screws etc. Each

391 complete (Flush bolts and screws to be paid under separate items)

12003 12.3 Fixing metallic or plastic door handles of sizes with necessary screws Each

etc. complete (Door handles and screws to be paid under separate

12004 12.1 Fixing metallic gate and shutter hooks and eyes of size (Hoks and Each

393 eyes to be paid under 1

seperate items)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

12005 11.11 Fixing metallic door latches of sizes with necessary screws etc. Each

394 complete (Door latches and screws to be paid under separate items)

12006 12.12 Fixing metallic mortice night latches with necassary screws including Each

making necessary holes in wooden door shutter etc. complete

(Mortice night latches and screw to be paid under separate items)

12007 12.18 Fixing metallic ball catchers 10mm dia. (Ball catchers to be paid Each

under separate item)

12008 12.2 Fixing metallic casement window fasteners with necessary screws Each

397 etc. complete (casement window fasteners and screws to be paid

under separate items)

12009 12.21 Fixing metallic casement stays of size with necessary screws etc. Each

398 complete (casement stays and screws to be paid under separate

12010 12.24 Fixing metallic cup board or wardrobe locks of sizes with necessary Each

399 screws etc.complete (Locks and screws to be paid separately)

12011 12.25 Fixing metallic or plastic cupboard or handrobe knobs of sizes with Each

400 necessary screws/ bolts etc. complete (knobs and screws / bolts to

be paid separately)

12012 12.26 Fixing metallic floor door stoppers of sizes with rubber cushion Each

screws etc. to suit shutter thickeness complete (Floor door stopper

with rubber cushion and screws to be

paid under separate items)

12013 12.28 Fixing metallic door handles or knobs for mortice locks with Each

necessary screws etc. complete (Door handles /knobs and screws to

be paid spearately)

CHAPTER-13 GLAZING

13001A 13.1 Providing and fixing sheet glass, selected quality (Type-C) bedded in Sqm

putty and fixed with wooden beading including the cost of wooden

beadings of first class teakwood and necessary cutting of glass. (1)

13001B 13.1 Providing and fixing sheet glass, selected quality (Type-C) bedded in Sqm

putty and fixed with wooden beading including the cost of wooden

beadings of first class teakwood and necessary cutting of glass. (2)

13002 13.3 Providing and fixing rough cast wired glass, 6mm thick bedded in Sqm

putty and fixed with wooden beading including the cost of wooden

beadings of Indian teak wood and necessary cutting of glass. (C)

Wired - figured glass

13003A 13.5 Providing and fixing sheet glass ordinary quality bedded in putty and Sqm

fixed with wooden beadings including the cost of wooden beadings

of first-class teak wood and necessary cutting of glass. (3) 3mm

13003B 13.5 Providing and fixing sheet glass ordinary quality bedded in putty and Sqm

fixed with wooden beadings including the cost of wooden beadings

of first-class teak wood and necessary cutting of glass. (4) 4mm

13004 13.7 Extra for using ground glass (frosted or obscured on one side) Sqm

instead of plain glass.

13005 13.11 Deduct for difference in cost of meterials and labour involved in Sqm

409 method of glazing if changed in item No. 13 (A) Front and back 1

puttied and sprigged or fixed with glazing pins

13006 13.12 Grinding, Polishing and rounding of edges of Rmt

glass or glazing sheets.

CHAPTER-14 PAVING & FLOOR FINISHES

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14001AA 14.2 Providing and laying 40mm thick marble chips flooring rubbed and Sqm

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm thick

411 with white, black or white and blak marble cihps of required sizes 1

from 1mm to 4mm nominal size laid in cement marble powder mix

3:1 (3- Cement : 1-Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (A) Dark shade pigment with

ordinary cement (In top layer only)

14001BA 14.2 Providing and laying 40mm thick marble chips flooring rubbed and Sqm

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm thick

412 with white, black or white and blak marble cihps of required sizes 1

from 1mm to 4mm nominal size laid in cement marble powder mix

3:1 (3- Cement : 1-Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (B) Light shade pigment with

white cement (In top layer only)

14001CA 14.2 Providing and laying 40mm thick marble chips flooring rubbed and Sqm

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm thick

413 with white, black or white and blak marble cihps of required sizes 1

from 1mm to 4mm nominal size laid in cement marble powder mix

3:1 (3- Cement : 1-Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (C) Medium Shade pigment

with approx 50% white cement and 50% ordinary cement (In top

14001DA 14.2 Providing and laying 40mm thick marble chips flooring rubbed and Sqm

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm thick

414 with white, black or white and blak marble cihps of required sizes 1

from 1mm to 4mm nominal size laid in cement marble powder mix

3:1 (3- Cement : 1-Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (D) White cement without any

pigment (In top layer only)

14001EA 14.2 Providing and laying 40mm thick marble chips flooring rubbed and Sqm

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm thick

415 with white, black or white and blak marble cihps of required sizes 1

from 1mm to 4mm nominal size laid in cement marble powder mix

3:1 (3- Cement : 1-Marble powder by weight) in proportion of 4:7 (4-

Cement :7-marble chips by volume) (E) Light Shade pigment with

ordinary cement (In top layer only.)

14002AA 14.4 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, Sqm

and polished to Granolithic finish top layer 6mm thick with

white,black or white and black marble chips of size from smallest to

4mm nominal size laid in cement marble powder mix 3:1 (3- Cement

416 : 1 marble powder by weight) in proportion of 4:7 (4-cement 1

marble powder mix : 7-marble chips by volume) 20mm thick with

under layer 14mm thick cement plaster 1:3 (1-cement : 3-coarse

sand) (A) Dark shade pigment with ordinary cement (In top layer

14002BA 14.4 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, Sqm

and polished to Granolithic finish top layer 6mm white,black or

white and black marble chips of size from smallest to 4mm

nominalsize laid in cement marble powder mix 3:1 (3- Cement :

417 marble powder by weight ) in proportion of 4:7 (4- cement marble 1

powder mix : 7-marble chips by volume) 20mm thick with under

14mm thick layer cement plaster 1:3 (1-cement : 3- coarse sand) (B)

Light shade pigment with white cement (In top layer only)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14002CA 14.4 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, Sqm

and polished to Granolithic finish top layer 6mm white,black or

white and black marble chips of size from smallest to 4mm

nominalsize laid in cement marble powder mix 3:1 (3- Cement :

418 marble powder by weight) in proportion of 4:7 (4- cement marble 1

powder mix : 7-marble chips by volume) 20mm thick with under

14mm thick layer cement plaster 1:3 (1-cement : 3- coarse sand) (C)

Medium shade pigment with appox 50% white cement and 50%

ordinary cement (In top layer only)

14002DA 14.4 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, Sqm

and polished to Granolithic finish top layer 6mm white,black or

white and black marble chips of size from smallest to 4mm nominal

size laid in cement marble powder mix 3:1 (3- Cement : 1 marble

419 powder by weight) in proportion of 4:7 (4- cement marble powder 1

mix : 7-marble chips by volume) 20mm thick with under 14 mm

thick layer cement plaster 1:3 (1-cement : 3- coarse sand) (D) White

cement without any pigment (In top layer only)

14002EA 14.4 Providing and laying marble chips skirting (Terrazo) or dedo rubbed, Sqm

and polished to Granolithic finish top layer 6mm white,black or

white and black marble chips of size from smallest to 4mm

420 nominalsize laid in cement marble powder mix 3:1 (3- Cement : 1 1

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

chips by volume) 20mm thick with under plaster 1:3 (1-cement : 3-

(E) Light shade pigment with ordinary cement(In top layer only)

14003AA 14.16 Providing and laying cushioning layer on R.C.C. Slab consisting of Sqm

421 75mm thick lime, concrete using brick aggregate of 20mm nominal 1

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

14003BA 0 Precast terrzo tiles 22mm thick with white, Black or white and black Sqm

marble chips of sizes upto 6mm, laid in floors, treads of steps and

landings on a bed of 25mm average thickness of lime mortar 1:6

422 jointed with neat cement slurry mixed with pigment to match the 1

shade of tiles including rubbing and polishing complete with precast

tiles of (1) Light shades using white cement

14003CA 0 Precast terrzo tiles 22mm thick with white Black or white and black Sqm

marble chips of sizes upto 6mm laid in floors, treads of steps and

landings on a bed of 25mm average thickness of lime mortar 1:6

423 jointed with neat cement slurry mixed with pigment to match the 1

shade of tiles including rubbing and polishing complete with precast

tiles of (1) Dark shades using ordinary cement

14003DA 0 Precast terrzo tiles 27 to 28mm thick with white Black or white and Sqm

black marble chips of sizes upto 6mm laid in floors, treads of steps

and landings on a bed of 25mm average thickness of lime mortar

424 1:6 jointed with neat cement slurry mixed with pigment to match 1

the shade of tiles including rubbing and polishing complete with

precast tiles of (1) Light shades using white cement

14003EA 0 Precast terrzo tiles 27 to 28mm thick with white Black or white and Sqm

black marble chips of sizes upto 6mm laid in floors, treads of steps

and landings on a bed of 25mm average thickness of lime mortar

425 1:6 jointed with neat cement slurry mixed with pigment to match 1

the shade of tiles including rubbing and polishing complete with

precast tiles of (2) Dark shades using ordinary cement

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14004AA 14.19 Providing and laying precast terrazo tile 20mm thick white,black, Sqm

white and black (or of the colour specified in specification of tender

item) marble chips of sizes upto 6mm laid in floors, treads of steps

and landings on a bed of 25mm average thickness of Lime mortar

426 1:1.5(1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1:cement :6 - 1

coarse sand) jointed with neat cement slurry mixed with pigment to

match the shade of tiles including rubbing and polishing complete

with precast tiles of.(A) Light shades using white cement

14004BA 14.19 Providing and laying precast terrazo tile 20mm thick white and black Sqm

(or of the colour specified in specification of tender item) marble

chips of sizes upto 6mm laid in floors, treads of steps and landings

on a bed of 25mm average thickness of Lime mortar 1:1.5(1-Lime

427 putty : 1.5 sand) or C.M. 1:6 jointed with neat cement slurry mixed 1

with pigment to match the shade of tiles including rubbing and

polishing complete with precast tiles of.(B) Medium shades using

approx. 50% white cement and 50% ordinary cement

14004CA 14.19 Providing and laying precast terrazo tile 20mm thick Sqm

white,black,white and black (or of the colour specified in

specification of tender item) marble chips of sizes upto 6mm laid in

floors, treads of steps and landings on a bed of 25mm average

428 thickness of Lime mortar 1:1.5(1-Lime putty : 1.5 coarse sand) or 1

C.M. 1:6(:1 - cement :6 - coarse sand) jointed with neat cement

slurry mixed with pigment to match the shade of tiles including

rubbing and polishing complete with precast tiles of. (B) Dark

shades using ordinary cement

14005AA 14.21 Providing and laying precast terrazo tiles 20mm thick with marble Sqm

chips of sizes. upto 6mm in skirting and risers of steps not

exceedings 30 cms. in height on 10mm thick cement plaster 1:3 (1-

429 cement : 3-coarse sand 1

) jointed with neat cement slurry including rubbing and polishing

complete with tiles of.

(A) Light shades using white cement

14005BA 14.21 Providing laying precast terrazo tiles 20mm thick with marble chips Sqm

of sizes. upto 6mm in skirting and risers of steps not exceedings

cms. in hieght on 10mm thick cement plaster 1:3 (1-cement : 3-

430 coarse sand ) jointed with neat cement slurry including rubbing and 1

polishing complete with tiles of. (B) Medium Shades using approx.

50% white Cement and 50% ordinary cement

14005CA 14.21 Providing and laying precast terrazo tiles 20mm thick with marble Sqm

chips of sizes. upto 6mm in skirting and risers of steps not

exceedings 30 cms. in height on 10mm thick cement plaster 1:3 (1-

431 cement : 3-coarse sand 1

) jointed with neat cement slurry including rubbing and polishing

complete with tiles of.

(B) Dark shades using ordinary cement

14006AA 14.25 Providing and laying chequered terrazo tiles 22mm thick with Sqm

marble chips of sizes upto 6mm in floors on 25mm thick bed of Lime

mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 -cement 1

:6 - coarse sand) jointed with neat cement slurry mixed with

pigment to match the shade of the tiles including rubbing and

polishing complete. (A) Light shades using white cement

14006BA 14.25 Providing and laying chequered terrazo tiles 22mm thick with Sqm

marble chips of sizes upto 6mm in floors on 25mm thick bed of Lime

mortar 1:1.5 (1-Lime putty : 1.5 coarse sand) or C.M. 1:6 (1 - cement 1

: 6 - coarse sand) jointed with neat cement slurry mixed with

pigment to match the shade of the tiles including rubbing and

polishing complete. (B) Dark shades using ordinary cement

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14007AA 14.27 Providing and laying chequered terrazo tiles 28mm thick with Sqm

marble chips of sizes upto 6mm in treads of stairs and staircases in

12mm thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse sand)

434 or C.M. 1:6 (1- cement 1

: 6- coarse sand) jointed with neat cement slurry mixed with

pigment to match the shade of tiles including rubbing and polishing

complete. (A) Light shades using white cement

14007BA 14.27 Providing and laying chequered terrazo tiles 28mm thick with Sqm

marble chips of sizes upto 6mm in treads of stairs and staircases in

12mm thick bed of lime mortar 1:1.5 (1-Lime putty :1.5 coarse sand) 1

or C.M. 1:6 jointed with neat cement slurry mixed with pigment to

match the shade of tiles including rubbing and polishing

complete. (B) Dark shades using ordinary cement

14008AA 14.29 Providing and laying white glazed tiles 6mm thick in flooring treads Sqm

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

14008BA 14.29 Providing and laying Ceramic tiles 6mm thick in flooring treads of Sqm

(B) 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

14008CA 14.29 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in Sqm

(C1) flooring treads of steps and landing laid on a bed of 12mm thick

438 cement mortar 1:3 (1-cement : 3-coarse sand 1

) finishing with flush pointing in white

14008DA 14.29 Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in Sqm

(C2) 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.

14009AA 14.32 Providing and laying white glazed tiles 6mm thick in skrting risers of Sqm

440 steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- 1

coarse sand) and jointed with white cement slurry

14009BA 14.32 Providing and layingCeramic tiles 6mm thick in skrting risers of steps Sqm

441 (B) and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse 1

sand) and jointed with white cement slurry

14009CA 14.32 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in Sqm

(C1) skrting risers of steps and dedo on 10mm thick cement plaster 1:3

(1- cement : 3-coarse sand) and jointed with

white cement slurry

14009DA 14.32 Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting Sqm

443 (C2) risers of steps and dedo on 10mm thick cement plaster 1:3 (1- 1

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

14010A 14.34 Providing and fixing 50mm internal or Rmt

external angles of glazed tiles

14011A 14.36 Providing and laying marble stone slab flooring over 20mm Sqm

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

445 L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with 1

gray cement slurry including rubbing and polishing complete. (A)

Marble slab 25mm thick

14012AA 14.43 Providing and laying polished Kota stone slab flooring over 20mm Sqm

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

sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and 1

jointed with grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete. (A)

14012BA 14.43 Providing and laying polished Kota stone slab flooring over 20mm Sqm

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

447 sand) or L.M. 1.1.5 laid over and jointed with grey cement slurry 1

including rubbing and polishing etc. complete. (B) 30 mm thick

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14013A 14.44 Providing and laying polished kota stone slab 25mm thick in risers of Sqm

steps,skirting Dedo and pillars laid on 10mm thick cement mortar

448 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury 1

mixed with pigment to match the shade of slab including rubbing

and polishing etc. complete.

14014AA 14.46 Providing and laying rough chiseled dressed stone flooring over Sqm

20mm average thick base of cement mortar 1:5 (1-Cement : 5-

coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) 1

including pointing with cement mortar 1:2 (1-cement : 2-stone dust)

14014BA 14.46 Providing and laying rough chiseled dressed stone flooring over Sqm

20mm thick base of cement mortar 1:5 (1-Cement : 5-coarse sand)

or L.M. 1:1.5 including pointing with cement mortar 1:2 (1-cement :

2-stone dust) etc. complete. (B) 40mm thick

14015AA 14.71 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2- Sqm

coarse sand : 4-graded stone aggregate 20mm nominal size) laid in

one layer and finished with a floating coat of neat cement. (A)

14015BA 14.71 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2- Sqm

coarse sand : 4-graded stone aggregate 20mm nominal size) laid in

one layer and finished with a floating coat of neat cement. (B)

14016A 14.74 Providing and laying cement concrete pavement (25mm to 50mm cu.m

thick) with 1:2:4 (1-cement : 2-coarse sand : 4-stone aggregate

20mm nominal size) including finishing with floating coat of neat

cement complete.

14017A 14.81 Providing and laying precast cement concrete tiles 20mm thick with Sqm

aggregate of sizes upto 6mm laid on floors, treads of steps and

landing on 20mm thick bed of cement mortar 1:6 (1-cement : 6-

454 coarse sand) or L.M. 1:1.5 (1 - Lime putty : 1.5 - coarse sand) jointed 1

with neat cement slurry with pigment to match the shade of tiles

complete with precast tiles of (C) Dark shades using ordinary

14018AA 14.86 Providing and laying chequered precast cement concrete tiles Sqm

22mm thick with aggegate of sizes upto 6mm in floors, treads of

steps and landings on 20mm thick bed of 1

C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1- Lime putty : 1.5 coarse

sand) joint with neat cement slurry with pigments to match the

shade of the tiles.

14018B (A) Extra for rubbing & polishing the precast c.c. Sqm

tiles for flooring sketing deta.

14019A 14.9 Providing and laying brick on edge flooring laid dry grouted with Sqm

457 c.M. 1:6 (1 - Cement : 6 - coarse sand) including finishing the joints

flush curing etc. complete.

14020A 0 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm Sqm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

458 including dismentaling of existing flooring and jointed with color 1

cement slurry including finised with flush pointing & cleaning the

surface etc. complete

14021A 0 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm Sqm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

459 including dismentaling of existing flooring and jointed with color 1

cement slurry including finised with flush pointing & cleaning the

surface etc. complete

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

14022A 0 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm Sqm

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

460 including dismentaling of existing flooring and jointed with color 1

cement slurry including finised with flush pointing & cleaning the

surface etc. complete

for light shade

14023A 0 Providing and fixing pre-cast concrete kerb stone of gray cement Rmt

based concrete block 30cm length,30cm height and 15cm thick of

461 M200 grade concret as per approved design and including 1

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

14032 Providing and fixing pre-cast concrete kerb stone of gray cement Rmt

based concrete block 30cm length,30cm height and 15cm thick of

462 M250 grade concret as per approved design and including 1

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

14033 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking Sqm

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design 1

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

14035 Providing and laying broken chine mosaic flooring for terrace Sqm

using 12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to bring

464 mortar creme out upto surface using white cement including 1

rounding off junctions and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc. as directed.

14036 Providing and laying coloured glazed tiles of the size 300 mm x 200 Sqm

mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps

465 and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse 1

sand) & jointed with

white cement slurry.

CHAPTER-15 ROOF COVERING

15001A 15.1 Providing corrugated G.I. sheet of class-3 roofing fixed with Sqm

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

466 bitumen and G.I. limpet washer or G.I. limpet washer. filled with 1

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

15002A 15.7 Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 Sqm

fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and

bitumen washer complete. (1) 0.80 mm thick

15003A 15.8 Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet Sqm

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

15005A 15.1 Providing and fixing 150mm wide 450mm over all semicircular plain Sqm

G.I.sheet class-3 gutter with Iron brackets 40mm x 3mm size Bolts,

469 Nuts, washers etc. including making necessary connection with rain 1

(i) 0.80 mm thick Sheet.

15007 15.26 Filling cement concrete 1:2:4 (1- Cement :2- coarse sand :4-graded Rmt

470 stone aggregate 12.5 mm nominal size) in gaps of A.C. sheet

corrugation and wings of ridges.

15010A 15.51 Providing and fixing tiles roofing with manglore tiles including teak Rmt

reepers of sizes 50mm x 25mm.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

15011 15.75 Providing and fixing five courses water profing treatment with Sqm

A bitumen felt consisting of second and fourth course of blown /

bitumen or/ and residual bitumen applied hot at 1.2 kg.per Sq.M.of

area for each course and first course with fibre base bitunen

472 saturated under lay type land third course with fibre base self 1

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

15012 15.87 Providing and fixing on wall face C.I. Rain water pipe including filling Rmt

the joints with spun yarn soaked in neat cement slurry and cement

mortar 1:2 (1- Cement : 2-fine sand)

15013 15.88 Providing and fixing M.S Holder bat clamps of approved design to Each

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- 1

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

cutting holes and making good the wall etc, complete. (A) 75mm dia.

15014 15.9 Providing and fixing and embedding sand, C.I. rain water pipes in the Rmt

475 masonry surrounded with 12mm thick cement mortar of the same 1

mix as that of masonry. (A) 75 mm dia pipe.

15016 15.94 Providing and fixing for wall plugs and standard holder bat clamps Each

A comprising of two semicircular haves of flat iron and cast iron base

screwed on wooden plugs. (B) 80 mm

15016 15.94 Providing and fixing for wall plugs and standard holder bat clamps Each

B comprising of two semicircular haves of flat iron and cast iron base

screwed on wooden plugs. (C) 100 mm

15019 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall Sqm

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-16 CEILING & LINING

16001AA 16.3 Providing and fixing wooden planks ceiling with tounged and Sqm

grooved jointing and wood screws (frame work and cover fillings to

be measured and laid for separately) (A) Indian Teak wood (i) 12mm

16001BA 16.3 Providing and fixing wooden planks ceiling with tounged and Sqm

grooved jointing and wood screws (frame work and cover fillings to

be measured and laid for separately) (A) Indian Teak wood (ii)

16001CA 16.3 Providing and fixing wooden planks ceiling with tounged and Sqm

grooved jointing and wood screws (frame work and cover fillings to

be measured and laid for separately) (A) Indian Teak wood (iii)

16002 16.3A Deduct for butt jointing in place of touged and grooved type joint in Sqm

16003A 16.4 Providing and fixing fibre insulations board lining with butt jointing Sqm

483 and Nails (frame worked cover fillets to be measured and paid for

separately) (i) 12mm thick

16003B 16.4 Providing and fixing fibre insulations board lining with butt jointing Sqm

484 and Nails (frame worked cover fillets to be measured and paid for

separately) (ii) 18mm thick

16003C 16.4 Providing and fixing fibre insulations board lining with butt jointing Sqm

485 and Nails (frame worked cover fillets to be measured and paid for

separately) (iii) 25mm thick

16004A 16.13 Providing and playwood lining with but jointed and nails (frame Sqm

486 work and cover fillets to be measured and paid for separately) (i)

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

16004B 16.13 Providing and playwood lining with but jointed and nails (frame Sqm

487 work and cover fillets to be measured and paid for separately) (ii)

16006 Providing and fixing eco-friendly light weight calcium silicate false Sqm

ceiling tiles having Tegular edge & 15 mm Thick Densified edges on

the Tile Periphery for Extra Strength The Light weight calcium

silicate ceiling tiles shall have , light reflection 85% non-combustible

as per B.S. 476 part IV, 100% humidity resistance and also having

thermal conductivity0.043° w/m KC.for the best thermal Insulation .

The Light weight calcium Silicate tile shall be of approved texture

Fine fissured/ Spintone/Cosmos having NRC value of 0.5 & Globe

488 having NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to 1

be laid on true horizontal level suspended inter locking metal grid

of hot dipped galvanized steel sections (galvanizing @120 grams per

sqm including both side) consisting of main

‘T’ runner suitably spaced at joints to get

required length and size of 24X38mm made from 0.30 mm thick

(minimum) sheet, 1200mm centre to centre, and cross ‘T’ of size

24X28mm made out of 0.33mm (Minimum) sheet spaced 1200mm

along spaced between main ‘T’ at 600mm

16007 Pro. And fixing single layer water proof gypsum board 12.5 mm Sqm

thick sections using water proof board of size 1220 mm x 1830 mm

x 8.0 mm suspended by GI suspender channel of size 25 mm x 3 mm

with intermediate channel og size 18 mm x 40 mm x 0.8 mm at

mm center to center ceiling section of size 40 mm x 35 mm x

489 mm at 457 mm c/c and perimeter channel A of size 20 mm x 27 mm 1

x 30 mm x 0.5 mm at edges & drops incl.paper tap sand sofit cleat,

anchor fastener, scoch bolt connecting cleat,joining compound top

coat on ceiling incl.making necy.opening for light fitting,diffuser etc.

comp. as per detail drawing as directed

CHAPTER-17 PLASTERING & POINTING

17001A 17.58 Providing 10mm thick cement plaster in single coat on Sqm

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (i)Cement mortar 1:3 (1- cement:3-

17001B 17.58 Providing 10mm thick cement plaster in single coat on Sqm

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-

17001C 17.58 Providing 10mm thick cement plaster in single coat on Sqm

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6-

17002A 17.6 Providing 15mm thick cement plaster in single coat on Rough Sqm

(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)

17002B 17.6 Providing 15mm thick cement plaster in single coat on Rough Sqm

(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)

17002C 17.6 Providing 15mm thick cement plaster in single coat on Rough Sqm

(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)

17003A 17.61 Providing 20mm thick cement plaster in single coat on single or half Sqm

brick walls for interior plastering upto floor two level and finished

even and smooth in (i) Cement

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

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

17003B 17.61 Providing 20mm thick cement plaster in single coat on single or half Sqm

brick walls for interior plastering upto floor two level and finished

even and smooth in (ii) Cement

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

17003C 17.61 Providing 20mm thick cement plaster in single coat on single or half Sqm

brick walls for interior plastering upto floor two level and finished

even and smooth in (iii) Cement

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

17004A 17.69 Extra over items 58 to 64 for finishing with a floating coat of neat Sqm

17005 17.7 (A) Extra over items 58 to 67 for providing and mixing water Per bag

proofing materials in cement mortar in proportion recommended of 50Kg

by the manufacturer. of

17006 17.91 Extra over items 58 to 71 for plastering on ceilings and sofits of Sqm

stairs upto floor two level instead of plastering on walls.

17007A 17.94 Extra over items 1 to 69, 71 to 87 and 90 for interior plastering Sqm x

502 above floor two level for every additional storey height. (1) Single 1 No. of

coat plaster storey

17007B 17.94 Extra over items 1 to 69, 71 to 87 and 90 for interior plastering Sqm x

503 above floor two level for every additional storey height.(2) Two coat 1 No. of

17007C 17.94 Extra over items 1 to 69, 71 to 87 and 90 for interior plastering Sqm x

504 above floor two level for every additional storey height. (3) Floating 1 No. of

coat of neat cement storey

17008 17.93 Extra over item 91 for plastering on ceiling and soffits of stairs Sqm

above floor two level for every additional storey height.

17009 17.95 20mm thick sand faced cement plaster on walls upto height 10 Sqm

metres above ground level consisting of 12mm thick backing coat of

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

1:1 (1-cement : 1-sand) etc. complete.

17010A 17.116 Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse Sqm

sand) (A) Flush pointing

17010B 17.116 Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse Sqm

sand) (B) Ruled pointing

17011A 17.117 Pointing on brickwork with cement mortar Sqm

1:4 (1-cement : 4-coarse sand)(A) Flush pointing

17011B 17.117 Pointing on brickwork with cement mortar Sqm

1:4 (1-cement : 4-coarse sand) (B) Ruled pointing

17012A 17.14 Pointing on coursed stone masonry with cement mortar 1:3 (1- Sqm

511 cement : 3-coarse sand) 1

(A) Flush pointing

17012B 17.14 Pointing on coursed stone masonry with cement mortar 1:3 (1- Sqm

512 cement : 3-coarse sand) 1

(B) Ruled pointing

17013A 17.144 Pointing on Uncoursed stone masonry with cement mortar 1:3 (1- Sqm

513 cement : 3-coarse sand) 1

(A) Flush pointing

17013B 17.144 Pointing on Uncoursed stone masonry with cement mortar 1:3 (1- Sqm

514 cement : 3-coarse 1

sand)(B) Ruled pointing

17014 17.154 Extra over item 17.112 to 17.151 for pointing on walls on the Sqm

515 outside at height more than 10metres from ground level for every

additional height of 5 metres of part there of.

17015 0 Providing cement vata (10cm. x 10 cm. size) quarter round in Rmt

516 cement mortar 1:1 including neat cement finishing, watering etc.

17017 Providing 20 mm thick double coat mala cement plaster on interior Sqm

brick / concrete work for plastering comprising of base coat of

mm thick cement plaster in cement mortar (1 Cement : 4 coarse 1

sand) in rough finishing and 8 mm thick top coat of cement mortar

1:2 (1 Cement : 2 Coarse sand) finished with trovel including

scaffolding curing etc. complete.

ITEM NO AS quant Rate 2024-

DESCRIPTION Unit

17018 Providing 20 mm thick cement plaster by using Ready Mix Mortar Sqm

for plaster in single coat on single or half brick walls for interior

518 plastering upto floor two level and finished even and smooth in 1

Cement mortar 1:6 (1

Cement : 6 sand)

17019 Providing 15 mm thick cement plaster by using Ready Mix Mortar Sqm

for plaster in single coat on rough (similar) side of single or half brick

519 walls for interior plastering upto floor two level and finished even 1

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

17020 Providing 10 mm thick cement plaster by using Ready Mix Mortar Sqm

for plaster in single coat on brick/ concrete walls for interior

520 plastering upto floor two level and finished even and smooth in 1

Cement mortar 1:6 (1