ANNUAL RATE OF DEPARTMENT REPAIRING & NEW WORK OF DAKOR Nagarpalika

Name of Work: ANNUAL RATE OF DEPARTMENT REPAIRING & NEW WORK OF DAKOR Nagarpalika.

SR NO Description Unit Rate Labour

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(E) Hard Rock

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

9 materials and disposing off the excavated stuff cum 282.9

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(E) Hard Rock

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

Filling in plinth with sand under floors including

14 watering ramming, consolidating and dressing cu.m 455.63

Filling in foundation and plinth with murrum or selected

15 soil in layers of 20cm. thickness including watering, cu.m 279.23

ramming and consolidating etc. complete.

Filling in foundation and plinth with brick Bats Chhara in

16 layers of 20cm. thickness including watering, remming cu.m 594.61

and consolidating etc. complete.

Boring holes 3.5 m deep in ordinary soil (for cast in

situ piles) and getting out the soil and disposal of the

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(i)200 mm

Boring holes 3.5 m deep in ordinary soil (for cast in

situ piles) and getting out the soil and disposal of the

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(ii) 250 mm

Boring holes 3.5 m deep in ordinary soil (for cast in

situ piles) and getting out the soil and disposal of the

surplus excavated soil as directed within a lead of

Meter for following diameter of pipes.(iii) 300 mm

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

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

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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

Coarse sand : 6- crushed stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Wall Caps / Coping

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

Coarse sand : 10- hand broken stone aggregates

23 mm nominal size) and curing complete excluding cost of cu.m

(A) Foundation and Plinth

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

Coarse sand : 6- Graded brick bat aggregate 40mm

normal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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

Coarse sand : 8- Graded Brick bats aggregate 40mm

normal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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

fine sand : 10- graded brick bat aggregates 40mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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

Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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

Coarse sand : 4- graded stone aggregates 20 mm

nominal size) for reinforced concrete Chhajjas not

exceeding 10cm. thickness upto floor two level

including finishing the exposed surfaces with cement

mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing

complete excluding cost of reinforcement.

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

29 including bending binding, and placing in position complete kg 59.98

upto floor two level.

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

30 work including bending, binding and placing in position kg

complete upto floor two level

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

31 work including bending, binding and placing in position kg

complete upto floor two level

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

32 work including bending, binding and placing in position kg

complete upto floor two level

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-

graded stone aggregate 6mm nominal size) reinforced with

1.6 mm dia. Mild steel wire including roughening,cleaning,

fixing and finishing in cement mortar 1:3 and curing

complete. (A) 50mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-

graded stone aggregate 6mm nominal size) reinforced with

1.6 mm dia. Mild steel wire including roughening,cleaning,

fixing and finishing in cement mortar 1:3 and curing

complete. (B) 40mm thick

Providing upto floor two level precast cement concrete

jali or grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-

graded stone aggregate 6mm nominal size) reinforced with

1.6 mm dia. Mild steel wire including roughening,cleaning,

fixing and finishing in cement mortar 1:3 and curing

complete. (C) 25mm thick

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

36 formwork and reinforcement for reinforced concrete cu.m 3914.94

work in (A) Foundations, footings, Base of columns and

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

37 formwork and reinforcement for reinforced concrete cu.m 4421.24

work in (B) Walls, from top of foundation level upto floor

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

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

Lintels, Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

39 formwork and reinforcement for reinforced concrete cu.m 4495.26

work in (D) Columns, Pillars posts and struts upto floor

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

40 formwork and reinforcement for reinforced concrete cu.m 5355.97

work in (E) Staircases excluding landing upto floor two

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

41 formwork and reinforcement for reinforced concrete cu.m 4639.03

work in (K) Vertical and Horizontial its upto floor two

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

42 formwork and reinforcement for reinforced concrete cu.m 4193.08

work in (A) Foundations, footings, Base of columns and

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

43 formwork and reinforcement for reinforced concrete cu.m 4474.93

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

floor two level

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

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

Lintels, Beams, Girders and Cantilever upto floor two

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

45 formwork and reinforcement for reinforced concrete cu.m 4548.95

work in (D) Columns, Pillars posts and struts, upto floor

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

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing

etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (i)

Slabs upto 8cm thickness

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

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing

etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (ii)

Slabs having more than 8 cm and upto 10 cm.thickness

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

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing

etc. complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C work in (iii)

Slabs having more than 10 cm and upto 13 cm. thickness

Brick work using common burnt clay building bricks

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

foundation and plinth in Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(A) Modular

Brick work using common burnt clay building bricks

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

foundation and plinth in Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks

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

foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks

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

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

: 6 -fine sand)(A) Modular

Brick work using common burnt clay building bricks

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

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

: 6 -fine sand)(B) Conventional

Brick work using common burnt clay building bricks

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

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

6 -fine sand)(C) Fly Ash Bricks

Brick work using common burnt clay building bricks

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

foundation and plinth in Cement Mortar 1:8 (1- Cement

: 8 -fine sand)(A) Modular

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

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

sand ) in foundation and plinth (A) Modular

(i) Half brick masonry in common brunt clay building

bricks having crushing strength not less than

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

sand ) in foundation and plinth (B) Conventional

(i) Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:6

(1-cement : 6-coarse sand including levelling up etc.

(ii) Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:5

(1-cement : 5-coarse sand including levelling up etc.

(iii) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Lime

Mortar 1:1.5 (1-Lime : 1.5- coarse sand including

levelling up etc. complete

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in Lime

Mortar 1:6 (1-Cement : 6- course sand) including packing

the joints etc. complete.

Precast concrete block masonry (including quoin

blocks jamb blocks closer etc.) with solid concrete blocks

of approved size made of cement concrete 1:3:6 mix

(1- Cement : 3 coarse sand: 6- graded stone aggregates

of 20 mm and down grade) in foundation and plinth

cement morter 1:6

Providing wood work in frames of Doors, windows 10

cleare story windows and othersimilar works

63 wrought, framede and fixed in position. (A) Indian Teak Cu.Dm.

Providing wood work in Trusses, Purling, Rafter,

64 Post,Post Plates, wall plates and the like wrought framed,

hoisted and fixed in position

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised

alluminium butt hinges with necessary screws. (A) Indian

Teak Wood(iii) Partly panelled and partly glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clearstory windows including

blackenamelled M.S. butt hinges with necessary screws.

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

Providing and fixing full height Printed PVC partition

system 50mm thick PVC partition consisting of 40mm

sandwich PVC panel made out of 36mm high density

expanded polystyred shet (EPS Thermocol) stuck on the

both side with 2mm thick printed PVC sheet reinforced

with frame work made from 35mm x 5mm M.S. angle. IN

between two M.S. angles 4mm thick printed heat

moulded PVC C channel of size 50mm x 100mm with

feathered, edges shall be fixed on floor and 50 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

EP sandwiched PVC partition panel 4mm thick x

75mm width printed PVC sheet feathered at edges shall

be suck on front and back face using solvent cement.

of partition exceeds 8 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

68 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,

Steel work, riveted in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A) In beams and

joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip and

jack rafters, purlins conneted to common rafters and the like.

Steel work, riveted in built up sections framed work

including cutting, hoisting, fixing in position and

70 applying a priming coat of red lead paint. (D) In trussses q 6529.86

and trussed purlins, upto 25 M. span and 15 M ovarall

Providing and laying Ceramic tiles 6mm thick in flooring

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

71 cement mortar 1:3 (1-cement Sqm

: 3-coarse sand ) finishing with flush pointing in white

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x

24'' in flooring treads of steps and landing laid on a bed

of 12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand) finishing with flush pointing in white cement.

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

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

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (ii) Cement

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

Providing 10mm thick cement plaster in single coat on

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (iii) Cement

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

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand)

Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i)

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

Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (ii)

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

Providing 20mm thick cement plaster in single coat on

single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (iii)

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

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

give an even shade including thoroughly booming

the surface to remove all dirt, dust; mortar drops and other

foreign matter.

White washing with lime on wall surface (one coats) to

give an even shade including thoroughly booming

the surface to remove all dirt, dust; mortar drops and loose

scales of lime wash and other foreign matter.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

surfaces of given an even shade, over and including a

priming coat of whiting after thoroughly brooming

the surface free from mortar dropping and other foreign

Distempering with dry distemper of approved brand and

manufacture (One coats) and of required shade on

wall surfaces of given an even shade, after thoroughly

brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered

Distempeing (Two coats) with oil bound distemper

of approved brand and manufacture and of required

shade on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of

approved brand and manufacture after thoroughly

brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface even

and sand papered smooth.

Distempeing (Two coats) with oil bound washable

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even

shade, over and including a priming coat with alkali

resistance primer of approved brand after thoroughly

brushing the surface and other foreign matter and also

including preparing the surface even and sand parpered

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface

89 to give an even shade including thoroughly brushing sqm 40.19

the surface free from mortar dropping and other foreign

matter and sand papered smooth.

Demolition and disposal of unserviceable materials

with all lead and lift.(i) Lime concrete.

Demolition and disposal of unserviceable materials

with all lead and lift.(i) Lime concrete.

Demolition including stacking of serviceable materilas

92 and disposal of unserviceable materials with all lead cu.m 1020.6

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

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) In Lime

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

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

Demolition of terrace including stacking of serviceable

95 materilas and disposal of unserviceable materials Sqm 61.59

with all lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar including

96 stacking of serviceable materilas and disposal of Sqm 46.31

unserviceable materials with all lead and lift.

Dismentaling of wooden floors including stacking of

97 serviceable materilas and disposal of unserviceable materials Sqm 69.3

with all lead and lift.

Providing and fixing C.P. brass towel rail comlete

98 with C.P. brass brackets fixed to wooden plugs with Each 597.22

C.P. brass scews.(B) 600mm x 20mm size.

Providing and fixing 600mm x 120mm glass shelf with

99 C.P. brass bracket and guard rail complete mixed to Each 510.3

wooden plug with C.P. brass screws.

Providing and fixing toilet paper holder.(A)

Providing and fixing screw down bib taps of following

101 size.(A) Brass screw down bib tap polished bright. (i) Each 184.98

Providing laying and jointing in true line and level

40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing, laying and jointing in true line and level

160 diametre U.P.V.C (Type B) conforming to

IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system pipe

line, pipe shall be jointed with each other with

104 rubber lubricant, pipe shall be fixed on wall using of Rmt 822.99

PVC clamp of the size 160 mm diametre x 210 mm

length x 196 mm heigh at every 2000 mm center to

center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

105 class NP2 of the following internal diameter with collars Rmt 237.83

and butt ends prepared for collar joints including testing

of joints complete.(B) 150mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

106 class NP2 of the following internal diameter with collars Rmt 280.35

and butt ends prepared for collar joints including testing

of joints complete.(C) 250mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

107 class NP2 of the following internal diameter with collars Rmt 658.89

and butt ends prepared for collar joints including testing

of joints complete.(D) 300mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

108 class NP2 of the following internal diameter with collars Rmt 1050.09

and butt ends prepared for collar joints including testing

of joints complete.(E) 450mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

109 class NP2 of the following internal diameter with collars Rmt 1222.55

and butt ends prepared for collar joints including testing

of joints complete.(F) 500mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

110 class NP2 of the following internal diameter with collars Rmt 1367.52

and butt ends prepared for collar joints including testing

of joints complete.(G) 600mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

111 class NP2 of the following internal diameter with collars Rmt 2162.68

and butt ends prepared for collar joints including testing

of joints complete.(H) 900mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

112 class NP2 of the following internal diameter with collars Rmt 2476.48

and butt ends prepared for collar joints including testing

of joints complete.(K) 1000mm

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non- pressure pipes I.S.

113 class NP2 of the following internal diameter with collars Rmt 3151.45

and butt ends prepared for collar joints including testing

of joints complete.(M) 1200mm

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

(1-cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6 Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement

: 3-coarse sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4 stone aggregate 20mm nominal

size) finished smooth complete including curing and

114 festing Each

(i) Inside size 900mm x 1200mm and 1.5M. deep

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

total weight of cover and frame to be not less than

kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick

walls of brick msonry using brick having crushing strength

not less than 35Kg.

/ Sq.cm. in Cement Mortar 1:5 (1- Cement: 5 Coarse

sand) (1) A type depth 0.90 Metre for 150mm diameter

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

(1-cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6 Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement

: 3-coarse sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4 stone aggregate 20mm nominal

size) finished smooth complete including curing and

115 festing Each

(i) Inside size 900mm x 1200mm and 1.5M. deep

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

total weight of cover and frame to be not less than

kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick

walls of brick msonry using brick having crushing strength

not less than 35Kg.

/ Sq.cm. in Cement Mortar 1:5 (1- Cement: 5 Coarse

sand) (2) B type depth 1.50 Metre for 150mm diameter

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

(1-cement :2-coarse sand : 4-graded stone aggregate 20mm

nominal size) foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6 Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:5 (1-Cement

: 5-coarse sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4 stone aggregate 20mm nominal

size) finished smooth complete including curing and

116 festing Each

(i) Inside size 900mm x 1200mm and 1.5M. deep

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

total weight of cover and frame to be not less than

kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick

walls of brick msonry using brick having crushing strength

not less than 35Kg.

/ Sq.cm. in Cement Mortar 1:5 (1- Cement: 5 Coarse

sand) (3) C type depth 2.25 Metre for 150mm diameter

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

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

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.

117 Labour charges - Bandhani Each 622

118 Labour charges - Bhisti Each 579

119 Labour charges - Blacksmith 1st Class Each 760

120 Labour charges - Blacksmith 2nd Class Each 670

121 Labour charges - Breaker Each 651

122 Labour charges - Bullock with Driver to Mortar Mill Each 294.4

123 Labour charges - Carpentar 1st Class Each 801

124 Labour charges - Carpentar 2nd Class Each 692

125 Labour charges - Chowkidar Each 539

126 Labour charges - Compressar Operator Each 760

127 Labour charges - Crane operator with Helper Each 939

128 Labour charges - Excavator Each 635

129 Labour charges - Extra labar sinking and chisselling Each 2587

130 Labour charges - Fitter Each 704

131 Labour charges - Glazier Each 708

132 Labour charges - Handcart with Mazdoor Each 551

133 Labour charges - Hole Driller Each 586

134 Labour charges - Mason 1st Class Each 791

135 Labour charges - Mason 2nd Class Each 691

136 Hire charges for penumetic drill & Pavement bracker Hr 555.08

137 Hire charges for road Roller Per Day 2372.88

138 Hire charges for vibrator L.S 33.9

139 Hire Charges for Vibratory Road Roller Hour 40.68

140 Hire charges of required pilling Machineries Hour 529.66

141 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 150mm dia. Rmt 101.69

142 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 250mm dia. Rmt 148.31

143 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 300mm dia. Rmt 381.36

144 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1000mm dia. Rmt 1516.95

145 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 450mm dia. Rmt 635.39

146 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 500mm dia. Rmt 762.71

147 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 900mm dia. Rmt 1338.98

148 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1100mm dia. Rmt 1720.34

149 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 1200mm dia. Rmt 1822.03

150 R.C.C Heavy Duty Non-Pressure pipe I.S. Class NP=2 600mm dia. Rmt 828.81

151 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 300mm dia. Rmt 413.56

152 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 450mm dia. Rmt 800.85

153 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 900mm dia. Rmt 2559.32

154 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 600mm dia. Rmt 1398.31

155 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 800mm dia. Rmt 1894.92

156 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1100mm dia. Rmt 3550.85

157 R.C.C Heavy Duty Non-Pressure Pipe I.S. Class NP=3 1200mm dia. Rmt 4245.76

10025AA10.1Providing and fixing M.S. grills of required pattern to

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

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

nuts or by screws (A) Plain Grill.

10025BA10.1Providing and fixing M.S. grills of required pattern to

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

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

nuts or by screws. (B) ORNAMENTAL GRILL

10043Providing and fixing 30mm thick FACTORY MADE SOLID

PANEL PVC DOOR SHUTTER consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles

and 15mm x 15 mm for top and bottom rails. M.S. frame shall have a

coat of steel primers of approved make and manufacture, M.S. frame

shall be covered with 5 mm thick heat moulded PVC ‘C’ channel of

size 30 x 50 mm forming stiles, and 5mm thick 75mm wide PVC

160 sheets for top rail, lock rail and bottom rail on either side, and 10mm 1135.02

(5mm x 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.

10048Providing and fixing 35mm thick factory made moulded door

shuter consisting of solid core single leaf flush door of 30mm

thickness, lipped with 15mm (5mm x 3) thick x 30mm width on one

stiles and top rail and 10mm (5mm x 2) thick x 30mm width on the

other stiles and bottom rails. The inner panel laminated with 2mm

thick termite proof, water proof and fire resistant moulded PVC sheet

with 2,4,6 raised panel design in different plain and /or prelim colours

on one side after routing the moulded design on flush door and 2mm

plain and/or prelim PVC sheet on other side using rubber adhesive on

flush door and solvent cement adhesive on the PVC liping etc.

complete as per direction of Engineer in charge, manufacture’s

specification and drawing.

11026Providing and fixing window having extruded aluminum

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

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

122.20mm x 31.75mm x 1.10mm@ wt 1.205 kg/m, vertical member

of size 122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding

162 shutters of horizontal member size 40mm x 18mm x 1.29mm@ 2119.14

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

0.456 kg/mt with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per details etc

complete for window.

11027Providing and fixing window having extruded aluminum

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

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

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

size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 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

11028Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x 38.10 x

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

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

164 sliding shutters of horizontal member size 40mm x 18mm x 1.29mm 1696.73

@ 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.

14008AA14.29Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of 12mm thick

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

pointing in white cement.

14012AA14.43Providing and laying polished Kota stone slab flooring

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

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over

and jointed with grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc. complete. (A)

14012BA14.43Providing and laying polished Kota stone slab flooring

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

coarse sand) or L.M. 1.1.5 laid over and jointed with grey cement

slurry including rubbing and polishing etc. complete. (B) 30 mm thick

& L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface

or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry

including finised with flush pointing & cleaning the surface etc.

complete for antiskit

& L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface

or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry

including finised with flush pointing & cleaning the surface etc.

complete for light shade

14023A0Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and 15cm

170 thick of M200 grade concret as per approved design and including 381.15

excavation for fixing in proper line and level,filling the joint with

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

14032Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and 15cm

171 thick of M250 grade concret as per approved design and including 358.06

excavation for fixing in proper line and level,filling the joint with

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

14035Providing and laying broken chine mosaic flooring for terrace

using 12 mm to 20 mm broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white cement including rounding

off junctions and extending them upto 15 cm along the wall,clearing

with water and oxalic acid etc. as directed.

15001A15.1Providing corrugated G.I. sheet of class-3 roofing fixed

with glavanished iron J or L Hooks, Bolts and nuts 8mm diameter

173 with bitumen and G.I. limpet washer or G.I. limpet washer. filled with 719.93

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

15002A15.7Providing ridges or hips 600 mm overall in plain G.I.

174 sheet class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. 635.58

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

15003A15.8Providing valleys 900mm overall in plain 1.6mm thick

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

J or L Hooks Bolts and nuts 8mm dia G.I. Limpet and bitumen

washers complete.

15011A15.75Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and fourth course of

blown / bitumen or/ and residual bitumen applied hot at 1.2 kg.per

Sq.M.of area for each course and first course with fibre base bitunen

saturated under lay type land third course with fibre base self finished

felt type 2 grade 1 and fifth and final course of stone grit 6mm and

down size or pea sizes gravel spread at 0.008 Cu. Metre / Sq. metre

including preparation of surface excluding grading complete.

16006Providing and fixing eco-friendly light weight calcium silicate

false ceiling tiles having Tegular edge & 15 mm Thick Densified

edges on the Tile Periphery for Extra Strength The Light weight

calcium silicate ceiling tiles shall have , light reflection 85% non-

combustible as per B.S. 476 part IV, 100% humidity resistance and

also having thermal conductivity0.043° w/m KC.for the best thermal

Insulation . The Light weight calcium Silicate tile shall be of

approved texture Fine fissured/ Spintone/Cosmos having NRC value

of 0.5 & Globe having NRC value of 0.75 NRC or equivalent of size

595 X 595 mm to be laid on true horizontal level suspended inter

locking metal grid 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,

177 1200mm centre to centre, and cross ‘T’ of size 24X28mm made out 1632.63

of 0.33mm (Minimum) sheet spaced 1200mm along spaced between

main ‘T’ at 600mm centre to centre to form agrid of 1200X600mm

and secondary cross ’T’ of length 600mm and size 24x28mm made of

0.30 mm thick (Minimum) sheet to be interlocked at middle of the

1200X600mm panel to form grid of size 600X600mm resting on

periphery walls/partitions on a perimeter wall angle pre-coated steel

of size (24X24X3000mm made of 0.40mm thick (minimum) sheet

with the help of rawl plugs at 450mm centre to centre with 25mm

long dry wall screws @ 230mm interval and laying 15mm thick

Densified edges light weight calcium silicate ceiling tiles of approved

texture (Fine Fissured/Cosmos/Spintone) in the grid including, cutting

/making opening for services like diffusers, grills, light fittings,

fixtures, Sqm1632.63

16007Pro. And fixing single layer water proof gypsum board

mm thick sections using water proof board of size 1220 mm x

mm x 8.0 mm suspended by GI suspender channel of size 25 mm x

mm with intermediate channel og size 18 mm x 40 mm x 0.8 mm at

1220 mm center to center ceiling section of size 40 mm x 35 mm x

0.55 mm at 457 mm c/c and perimeter channel A of size 20 mm x

mm 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

2200122.2Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting

3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two

179 diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 385.4

Metre, strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

220050Carrying out timber treatment to all wood work including

drilling holes and spraying oil based chemical solution on surface of

timber work for termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1%

180 concentration by mass) is recommended one litre chemical emulsion 70.88

diluted with 19 liters of kerosene. Total diluted concentration will be

20 liters inclusive of 1 liter chemical emulsion application in drilled

holes and 0.75 / Litre chemical per one Sqmt two coat on wood

surface not protected by paint or varnish.

220070Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite control treatment

including labour and material consistment with I.S.I specification.

Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 % concrentration inclusive of

one litre chemical emulsion appication at the rate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

23004A23.8Providing and fixing to wall ceiling and floor 6.0 Kg.

F/Cm2 working pressure poluthene pipes of the following outside

182 Dia. Low densidy, complete with special falnge compression type 64.89

fittings, wall clipsetc. including making good the wall ceiling and

23004B23.8Providing and fixing to wall ceiling and floor 6.0 Kg.

F/Cm2 working pressure poluthene pipes of the following outside

183 Dia. Low densidy, complete with special falnge compression type 80.64

fittings, wall clipsetc. including making good the wall ceiling and

23004C23.8Providing and fixing to wall ceiling and floor 10.0 Kg.

F/Cm2 working pressure poluthene pipes of the following outside

184 Dia. Low densidy, complete with special falnge compression type 96.56

fittings, wall clipsetc. including making good the wall ceiling and

23005BA23.79Providing and fixing cast iron spigot and socket soil,

185 waste and ventilating pipes of the following nominal size.(B) 75mm 732.09

23005CA23.79Providing and fixing cast iron spigot and socket soil,

186 waste and ventilating pipes of the following nominal size.(C) 100mm 881.64

2300823.857Providing and fixing cast iron (Spun) Nahni trap of the

following nominal diameter of self cleaning design with C.I. screaed

down or higned grating including cost of cutting and making good the

walls and floor 100mm inlet and 50mm outlet.(C) 100mm dia.

2300923.111Providing and fixing water closet squatting Pan (Indian

type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and

trap to be measured and paid for separately) (A) Vitreous China.(I)

Long pattern = White colour

2301023.112Providing and fixing wsh down water closet (European

type, W.C. Pan) with integral P or S trap including jointing the trap

189 with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal 1290.8

and cover to be measured and paid for separately)(A) vitreous China

Pattern :(i) in white colour

2301123.113Providing and fixing 100mm size P or S trap for water

closet squatting pan including jointing the trap with the pan and soil

pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous

2301223.114Providing and fixing in Cement Mortar 1:3 (1-Cement :

191 3-coarse sand)a, pair of white vitreous China 250mm x 130mm x 113.54

30mm footrest to long pattern squatting pan water closet.

2301423.116Providing and fixing 12.5 Litres high level C..I. flushing

cistern with A pair of C.I. or Mild steel brackets, womplete with

fittings such as syplionic arrangement, 15mm nominal size brass ball

192 valve with polythene float, lever G.I. China (60 cm. ) and pull union 1538.94

and couplings for connections with inlet, outlet and overflow pipes

etc. including cutting holes in walls and making good the same

(overflow pipe to be measured and paid fo separately )

2301323.115Providing and fixing 12.5 Litres low level flushing

cistern with a pair, of C.I. or Mild brackets, complete with fittings

such as lead valve less syphon, 15mm nom.nal size brass ball valve

with polythene float, C.P brass handle unions and couplings for

193 connections, with inlet, outlet and overflow pipes, 40mm dia. 2321.21

porcelain enamelled flush bend including cutting holes in walls and

making good the same connecting the flush bend with cistern and

closet (overflow pipe to be measured and paid for separately)(A)

Vitreous China (I) In white colour

Providing and fixing washbasin with single hole for pillar tap with

C.I. or M.S. brackets painted white including sutting holes and

making good the same but excluding fittings.(A) Vitreous China:(ii)

Flat Back washbasin 550 mm x v 400mm size. (i) In white colour.

2301923.13Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in walls and making

good the same but excluding fittings. (C) Vitreous China Sink.(i)

600mm x 450mm x 150mm size

23020A23.135Providing and fixing C.P. brass waste for washbasin or

sink. (A) 32mmdia.

Providing and fixing M.I. fisher union for washbasin or sink. (A)

2303323.122Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap etc. complete.(A)

200 White earthenware flat back or corner type size 430mm x 260mm x 1026.01

2303423.124Providing and fixing Urinal of approved quality

201 including connection with trap and with integral longitudinal flush 1526.18

pipe.(A) Squating plate pattern white earthenware 550mm x 300mm.

23037A10Providing and fixing ball cock of approved. quality as

directed.(A) Copper Metal (i) 25mm dia.

230380Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M.

size having weight not less than 35Kg.

24001BA24.1Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes and joints complete.(B)

24006B24.19Providing and fixing S.W. gully trap with C.I. grating

brick masonry chamber and water tight C.I. cover with frame of

300mm x 300mm size (inside) with standard weight.(i) Square mouth

traps.(B) 150mm x 100mm size P or R type

26002A0Rolling of earthwork in layers with power roller including

filling in depressions which occur during the process.

26001EA26.16Earthwork for embankment including breaking clods,

208 dressing with all lead and lift (excluding watering and 159.62

consolidation)(E) From Borrow area within 3.0 Km. lead

26004EA0Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling and

209 consolidation of subgrade in layers at O.M.C. to required dry density 167.76

including filling the depression which occur during the process using

power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead

26093B0Facility Informatory Sign :-Providing and fixing sign boards

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

composite Panel); size 80 x 60 cms. rectangular as per design of IRC-

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

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

paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

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

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

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

210 bestquality epoxy coatings in black and white bends. The details of 3951.13

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Fine SandCum.255.08

2 Coarse Sand Cum.279.30

3 Hand Broken Aggregate

213 (1) 90mm to 25mm sizeCum.246.53

(2) 63mm to 40mm sizeCum.289.28

4 Crushed Stone Aggregate For Hard Quality

(1) 40mm to 63mm size Cum.417.53

(2) 50mm size Cum.417.53

(3) 40mm size Cum.454.58

(4) 25mm size Cum.521.56

(5) 20mm size Cum.588.53

(6) 12mm size Cum.470.25

(7) 10mm size Cum.380.00

(8) 6mm size Cum.285.00

(9) 10mm to 20mm sizeCum.470.25

(10) 6mm to 10mm sizeCum.390.45

Demolition including stacking of serviceable materials and

242 disposal of unserviceable materials with all lead and lift.

(i) C.C. work Cmt

Demolition including stacking of serviceable materials and

243 disposal of unserviceable materials with all lead and lift.

(ii) R.C.C. work Cmt

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

coarse sand, 6 hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of

formwork in Foundation and Plinth. Cmt

Box Cutting the Road Surface to proper slope and camber

for making a base for road work including removing the

245 excavated stuff and dipositing to road slope as directed all

lead and lift etc. complete upto 50 mt. Lead

Providing TMT Bar FE500D reinforcement for R.C.C.work

246 including bending, binding and placingin position complete

upto floor two level Kg

Providing and Laying controlled cement concrete M-200

and curing complete, excluding the cost of formwork and

reinforcement for reinforced concrete work

Providing & laying M.S side rail of road thickness with

Nesessary nut bolt plates fixing as per width appliying

plates vibretor system (Trimix) by using the necessary

248 equipment 7 material and machinery such as running

screed vibretior on prelaid M.S Chaneel For leveling

vaccum pump floting & power trolling etc compl.also

including gruvh cutting and filling joints with bituminous

every 5 Mtr (incl. Hardener)

Preparing surface by Brushing with wire brushes for

removing caked mud etc. sweeping with brooms and

249 finally fanning the cleaned surface with gunney bags to

remove all loose dirt etc.(ii) Black top surface/ CC surface

250 Pre Moulded Bituminous Joint Filler 12mm size Smt 553.79

Filling Available Excavated earth (excluding rock) in

trenches ,plinth,side of foundations etc.in layer not

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering. Cmt

Renovation Of Manhole by increasing The Height at top

including cost of excavation ,reffiting of c.i manhole frame

252 and cover curing etc.comp. incl. all carting and providing

of material which is required for the purpose (except

manhole frame and cover) No.

For all type manhole by providing rcc 1:2:4 partition walls

wih required reinforcement 25mm thick and circukar

openning with 500mm clear dia and 0.40mt av.ht

Providing & laying compacted wbm (Grade ii) with BT

crused Metal size 40mm to 63 mm including 20% stone

254 Sreinning grit 0.16 cum and stone dust 0.08 cum as filler

including for spredinmg , watering & consolidation by

vibretior power road roller 8 tone to12 tone etc complete

as per mouth clause 404 Cmt

Providing & Laying 50 mm thick Bituminous Macadam

with B.T. Aggregate as per MORT & H specification &

asphalt grade (VG-30/60-70) for tack coat @ 2.5 Kg. /

10 Sq.m. on B.T surface With Mechanical Sprayer &

Bitumen Grade (VG-30) for mixing @ 34.00 Kg. / M.T. i.e.

3.40 % of total weight of mix including heating & mixing

255 the aggregate & asphalt in drum mix plant and spreading

the same by paver finisher & consolidation with vibratory

roller including providing all materials equipments, tools &

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

complete using contractor's own machinery drum mix

plant & paver finisher etc. complete. MT

Providing and laying 25 mm thick compacted S.D.B.C.with

B.T.stone chips as per MORT & H gradation and

specification with asphalt for tack coat at the rate of

kg/10 Smt. with mechanical sprayer and bitumen grade

VG-30 for mixing at the rate of 50.00 kg/M.T.by weight of

total mix i.e. (5.0 % by weight of total mix ) using

256 asphalt including heating the asphalt and aggreates by

drum mix plant and spreading the same by paver finisher

including rolling and consolidation with 10-12 tonnes

vibratory and power roller and providing all

materials,equipments, tools, and plants,fire wood,oil,

kerosene,labour charges etc and using contractor's own

machineries drum mix plant and paver finisher etc MT

Providing & Applying Ashphalt pinting by spraying asphalt

80 / 100 grade of 7.50 kg / 10 smt. & than spreading

257 sand at a rate 0.03 cmt / 10 smt. Including preparing

surface heating asphalt etc. complete as directed

Providing and suplling Quarry spell including collection

carting ,stacking &spreding quarry spell on road site

including all labour &macinarys (jcb,tractor etc) taxes and

royalite etc complate CMT

Providing & laying spreading and compacted stone

aggregate to wetmix macadam 20cm thk. as per

sprecification including premixing with water in

machinemix plant, carrige on road materals by tripper

259 laying in uniform layers with spreading the same by paver

finisher and consolidation with vibratory roller, including

providing all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using

contractor's own machineries mix plant and paver finisher

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

260 reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing and laying controlled cement concrete M.200

and curing complete excluding the cost of formwork and

261 reinforcement for reinforced concrete work in (C)

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

and Cantilever upto floor two level. cmt

Providing and laying controlled cement concrete M.250

and curing complete excluding the cost of formwork and

262 reinforcement for reinforced concrete work in (C)

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

and Cantilever upto floor two level. cmt

Labour charges for repairingof leakage in PVC pipeline

of folling dia meter at different places including

necessary excavation manually or by mechanise

excavation. dewatering -emoving of mud, cleaning of

pipe and leakage ttem No. 6 |portion, cutting the

263 pipeline & removing piece of pipe from trench with

inclussive of mechanical devices JCB, Hycra/Crain if

necessary & labours required with providing material

such couplers, solution etc. comp. {incl. all material

but Exclu. cost of pipe)

264 90MM Each 963.70

Estimated amount Estimated amount

Put to tender Rs.4,68,743.00 Put to tender Rs.

Deduct: __________% below Rs. ______________ Add __% above Rs. ________

Contractor Chief Officer

Sign & Seal Dakor Nagarpalika