PROPOSED LAKE & GARDEN DEVELOPMENTM AT F.P.NO. 339, T.P.SCHEME NO.35(KUMBHARIYA-SAROLI-SANIAHEMAD-DEVADH) FOR EAST (VARACHHA) ZONE-A.(2nd attempt)

Name of Work :- PROPOSED LAKE & GARDEN DEVELOPMENTM AT BLOCK NO. 31, O.P. NO. 339, F.P.NO. 339 PAIKEE, T.P.

SCHEME NO.35 (KUMBHARIYA-SAROLI-SANIAHEMAD-DEVADH) FOR EAST (VARACHHA) ZONE-A, (2nd Attempt)

PART - A - ELEVATED WALK WAY

Description Qty. Unit Rate (23-24) Amount

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp. (A) Loose or Soft

soil, Executed With Mechanised Efforts / Machinaries

( II ) 1.5 To 3.0 MT Depth 0.00 C.M. 129.98

(III) 3.0 To 5.0 MT Depth 0.00 C.M. 142.52

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp. (A) Loose or Soft

soil Executed With Manual Labours

(III) 3.0 To 5.0 MT Depth 0.00 C.M. 246.06

3 16 Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating eachdisposited

layer by ramming and watering.

4 17 Filling in foundation and plinth with murrum or selected

soil in layers of 20cm.

thickness including watering, ramming and consolidating

etc. complete. 570.00 C.M. 289.06

5 17 Providing and filling rubbles including hand packing and

filling interstices with quarry spalls behind abutments and

between returns as directed.

6 Providing and laying geo fabric filter(GWF-50-300catogary)

over the excavated surface as per specification including

stiching with overlap to design profile as directed in tidal

range etc. complete.

7 Supplying and laying mechanically woven double twisated

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

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

(approximate 3.0) tone with mesh size 10 x 12 cm including

packing, interlocking of stones & fusing top of gabion &

tying to each other & laying to the requiredline, level slope

with all leads & lifts as directed etc. comp.

8 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

9 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement.

(A) footing 30.00 C.M. 4180.62

10 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement.

(1) Having cross sectional area upto 0.08 sq.mt. 0.00 C.M. 8,994.86

(2) Having cros sectional area more than 0.08 sq. mt and

(3)Having cross sectional area more than 0.12 sq.mt . 0.00 C.M. 6,999.09

11 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete

as per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. (A) Columns

(1)Having cross sectional area up to 0.085sq.mt. 0.00 C.M. 12,587.74

(2)Having cross sectional area more than 0.085 sq. Mt

(3)Having cross sectional area more than 0.12 sq. mt .

12 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete

as per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement.

(1) Slabs having more than 8 Cm & upto 10 Cm thickness.

Description Qty. Unit Rate (23-24) Amount

(2) Slabs having more than 10 Cm & upto 13 Cm

thickness. 0.00 C.M. 7,306.10

(3) Slabs having more than 13 Cm thickness. 53.00 C.M. 6,727.93

13 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete

as per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. :

(A) Stair cases including landings etc. 4.00 C.M. 7158.83

14 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto Ground Floor

Up to Pinth & Ground Floor 25040.00 Kg. 76.21

15 22 Providing & Applying 20mm. Th. Heavy Roller plaster

on walls or concrete walls or similar surfaces at all floor

levels consisting of 12 mm av. Th. Backing coat of C.M. 1:3

(1 cement:3 sand) & 8 mm. th. Finishing coat of C.M. 1:1

(1 cement: 1 sand) apply thick cement slurry and apply

roller horizontal as well as vartical ( two times ) up to good

quality and size of grain in elevation as per directed by

engineer incharge. 380.00 S.M. 324.00

16 35 Providing & Applying 10mm.th.cement plaster in single

coat on brick/ concrete walls similar surfaces for

plastering & finished even & smooth with a floating coat of

cement slurry mixed with admixture of lime or neeru

in required proportion etc. comp. in C.M 1:3 (1 cement :

3sand) -- Ground Floor

(A) For wall and similar surfaces 0.00 Smt. 189.79

(B) For ceilings &soffits of stairs 430.00 Smt. 214.60

17 "Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint

including applying exterior acrylic primer coat as per

manufacturers specification and directions in shade and

colour approved by architects, on exterior surfaces of the

building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and

flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill

up all minor cracks and defects with white cement and

sand mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly

using wire brushes.

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of putty is not

recommended. Minimum 4-6 hours duration is required

between each coat of weather shield max paint" 820.00 Smt. 82.00

18 40 Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick

cement mortar 1:4 (1 Cement : 4 Coarse sand) and finished

with flush pointing in white or colour cement including

rubbing & polishing comp.. (Basic Rate:- Rs.1347.46/S.M.) 55.00 Smt. 2449.00

19 Labour Charges For Edge Finished For Granite 180.00 Smt. 43.43

20 Providing and Fixing Hollow steel Sections Framed

Work including Cutting, Hoisting, Welding & Fixing in

position Purlin, Main Chord etc. as per Engineer- in-

charge.TATA / JINDAL / ASIAN Make

FOR RAILLING 6000.00 Kg. 126.00

21 101 "Applying Priming coat over new steel and other metal

surface after over and including preparing the surface by

throughly cleaning oil, grease dirt and other foreign matter

and scoured with brushed fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red 246.00 Smt. 35.00

101 Painting two coat (excluding priming coat) on new

steel and other metal surface with synthetic enemal

paint, burshing to give an even shade including

cleaning the surface of all dirt, dust and other foreign

TOTAL OF PART- A

PART - B - RETAINING WALL

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) up to 1.5 mt depth 0.00 C.M. 117.26

(2) 1.5 mt to 3.0 mt depth 0.00 C.M. 129.98

(3) 3.0 mt to 5.0 mt depth 0.00 C.M. 142.52

Description Qty. Unit Rate (23-24) Amount

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) up to 1.5 mt depth 398.00 C.M. 203.83

(3) 3.0 mt to 5.0 mt depth 0.00 C.M. 246.06

3 5 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

Crushed stone agg 20m.m Nominal size)&curing comp. excl.

cost of form work in :

(A) Foundation and Plinth 42.00 C.M. 3005.76

4 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. (A) footing

5 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. (B) Beams

(1)Having c/s area up to 0.08s.mt 0.00 C.M. 8,994.86

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 6,999.09

6 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. (A) Columns

(1) Having cross sectional area up to 0.085 sq.mt.

(2) Having cross sectional area more than 0.085 sq. Mt

(3) Having cross sectional area more than 0.12 sq. mt . 0.00 C.M. 9190.79

7 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement. :(H) RCC

8 9 Providing, mixing, placing, compacting by machine

vibrator, curing, testing M-25 as per Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work and

rendering but excluding cost of reinforcement.

(1) Slabs having more than 8 Cm & upto 10 Cm thickness.

(2) Slabs having more than 10 Cm & upto 13 Cm

thickness. 0.00 C.M. 7,306.10

(3) Slabs having more than 13 Cm thickness.

9 30 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto Ground Floor

10 22 20mm thick sand faced cement plaster on walls for

height more than 10 metres above ground level consisting

of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand)

and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete. 1110.00 Smt. 237.51

11 "Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint

including applying exterior acrylic primer coat as per

manufacturers specification and directions in shade and

colour approved by architects, on exterior surfaces of the

building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and

flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill

up all minor cracks and defects with white cement and

sand mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly

using wire brushes.

Description Qty. Unit Rate (23-24) Amount

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of putty is not

recommended. Minimum 4-6 hours duration is required

between each coat of weather shield max paint"

TOTAL OF PART- B

PART - C - SITTING-1

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 C.M. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) up to 1.5 mt depth 7.00 C.M. 203.83

(2) 1.5 mt to 3.0 mt depth 4.00 C.M. 224.95

3 17 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.

4 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

5 5 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

Crushed stone agg 20m.m Nominal size)&curing comp. excl.

cost of form work in :

(a) foundation & Plinth, wall caps / coppings 0.20 C.M. 3005.76

6 26 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

concrete. 1.30 C.M. 4146.15

7 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in : Up

(1)Having c/s area up to 0.08 s.mt 0.00 C.M. 12,632.60

(2) Having c/s area more than 0.08 sq. mt. & upto

(3) Having cross sectional area more than 0.12 sq. mt.

8 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in

(1)Having c/s area up to 0.08 s.mt- Ground Floor 0.00 C.M. 12,632.60

(2)Having c/s area 0.08 to 0.12 s.mt Ground Floor:

(3) Having cross sectional area more than 0.12 sq. mt. --

9 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

(2) Slabs having more than 8cm. and upto 10 cm. Th'.-

(3) Slabs having more than 10 cm. & upto 13 cm. Th'.-

(4) Slabs having more than 13 cm. Thickness -- G.F 0.00 C.M. 6,813.01

10 30 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto

Ground Floor 320.00 Kg. 76.21

11 22 "20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12mm

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

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

(A) For wall and similar surfaces 10.00 S.M. 330.88

Description Qty. Unit Rate (23-24) Amount

12 "Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint

including applying exterior acrylic primer coat as per

manufacturers specification and directions in shade and

colour approved by architects, on exterior surfaces of the

building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and

flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill

up all minor cracks and defects with white cement and

sand mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly

using wire brushes.

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours application of putty is not

recommended. Minimum 4-6 hours duration is required

between each coat of weather shield max paint"

13 101 Painting two coats of enamel paint (Excluding priming

coat) over previously painted wall after removing entire

surface with even shade & surface after removing dirt, dust

foreign matter etc. comp.(M.R.)

14 40 Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick

cement mortar 1:4 (1 Cement : 4 Coarse sand) and finished

with flush pointing in white or colour cement including

rubbing & polishing comp.. (Basic Rate:- Rs.1347.46/S.M.) 5.00 S.M. 2449.00

15 Labour Charges For Edge Finished For Granite 12.00 R.M. 43.43

16 Steel work welded in built up Hollow Tubular sections,

framed work including cutting, hoisting, bending, fixing in

position and applying a priming coat of red lead paint

(A) in beams & joists channels angles, tees, flats with connection

plates or angle cleats as in main & cross beams,hip &

trussed purlins connected to common raffers & the like.

17 101 "Applying Priming coat over new steel and other metal

surface after over and including preparing the surface by

throughly cleaning oil, grease dirt and other foreign matter

and scoured with brushed fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red

18 101 "Painting two coat (excluding priming coat) on new

steel and other metal surface with synthetic enemal

paint, burshing to give an even shade including

cleaning the surface of all dirt, dust and other foreign

matters." 5.00 S.M. 65.31

AMOUNT FOR 1 NO. OF SITTING

AMOUNT FOR 3 NO. OF SITTING.

TOTAL OF PART - C

PART - D - SITTING-

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 C.M. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 4.00 C.M. 203.83

3 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

Description Qty. Unit Rate (23-24) Amount

4 26 Providing & laying cement concrete 1:1.5:3 (1

cement:1.5 sand:3 graded stone agg. 20 mm nominal

size)& curing comp. Includ.cost of form work but exclu. Cost

of reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

5 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

Slabs having more than 8cm. and upto 10 cm. Th'.-

(2) Slabs having more than 10 cm. & upto 13 cm. Th'.-

(3) Slabs having more than 13 cm. Thickness -- G.F 0.00 C.M. 6,813.01

6 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

Ground floor AND HORIZONTAL FINS: 0.40 C.M. 10831.75

7 30 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto Ground Floor

8 22 "20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12mm

thick backing coat of C.M. 1:3

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

(1-cement : 1- sand) etc. complete."

(A) For wall and similar surfaces

9 "Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint

including applying exterior acrylic primer coat as per

manufacturers specification and directions in shade and

colour approved by architects, on exterior surfaces of the

building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and

flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill

up all minor cracks and defects with white cement and

sand mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly

using wire brushes.

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of putty is not

recommended. Minimum 4-6 hours duration is required

between each coat of weather shield max paint"

10 40 Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick

cement mortar 1:4 (1 Cement : 4 Coarse sand) and finished

with flush pointing in white or colour cement including

rubbing & polishing comp.. (Basic Rate:- Rs.1347.46/S.M.) 2.00 S.M. 2449.00

11 Labour Charges For Edge Finished For Granite 12.00 R.M. 43.43

12 20 Supplying & filling fine sand(pana) in 75 mm / 100 mm /

150 mm compacted thickness over the base including

necessary compaction, watering etc. complete. Item

includes leveling by using vibratory plates compacted

machine and as directed by engineer in charge.

13 Providing 100mm thick readymade C.C. kerb of strength

M-20 (size 300mm x 380mm) purchased from SMC's

approved paverblock manufacturer & setting in line, level

and in truly vertical position, including filling joints in C.M.

1:1 (1 part of cement : 1 part of stone dust) smooth pointing

in C.M. 1:1 (1 part of cement : 1 part of coarse sand)

including watering etc. complete and as directed by

engineer in charge. 16.00 R.M. 228.00

14 Providing interlocking type Rubber moulded cement

concrete paver block of approved shape, design & colour

having 60mm thickness (M-35) purchased from SMC's

approved paverblock manufacturer only & fixing of fine

sand bedding. Item includes levelling by using vibratory

plates compacted machine. Item also includes all materials,

labour, equipments, tools, plants, watering, cleaning etc.

complete. (With colour & without colour) 11.50 S.M. 524.00

TOTAL OF PART - D

PART - E - 1.50mt. WIDE WALK WAY

Description Qty. Unit Rate (23-24) Amount

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 C.M. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 5.00 C.M. 203.83

3 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

4 17 Supplying & filling fine sand(pana) in 75 mm / 100 mm /

150 mm compacted thickness over the base including

necessary compaction, watering etc. complete. Item

includes leveling by using vibratory plates compacted

machine and as directed by engineer in charge.

5 Providing 100mm thick readymade C.C. kerb of strength

M-20 (size 300mm x 380mm) purchased from SMC's

approved paverblock manufacturer & setting in line, level

and in truly vertical position, including filling joints in C.M.

1:1 (1 part of cement : 1 part of stone dust) smooth pointing

in C.M. 1:1 (1 part of cement : 1 part of coarse sand)

including watering etc. complete and as directed by

engineer in charge. 20.00 R.M. 228.00

6 Providing interlocking type Rubber moulded cement

concrete paver block of approved shape, design & colour

having 60mm thickness (M-35) purchased from SMC's

approved paverblock manufacturer only & fixing of fine

sand bedding. Item includes levelling by using vibratory

plates compacted machine. Item also includes all materials,

labour, equipments, tools, plants, watering, cleaning etc.

complete. (With colour & without colour) 15.00 S.M. 524.00

7 Providing & laying Granular sub base (GSB)confirming to

Grading-V of Table 400.0 of compacted thick of 150mm

with specified graded stone metal and sand mixed in place

and laid with mechanical means spreading with motor

grader and compacting with vibratory roller having

minimum 80-100 KN static weight to acheve desired

density of 98% of MDD including all material, labour,

machinery with all leads and lift etc. complete.

Amount For 10.0 MT LENGTH

Amount For 1.0 MT LENGTH

Multiply by 2 for both sides

Total amnount for length of 105 mt.

TOTAL OF PART - E

PART - F - 2.50mt. WIDE WALK WAY

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 C.M. 117.26

(3) 3.0 to 5.0 Mt. depth

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 8.00 C.M. 203.83

2 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

Description Qty. Unit Rate (23-24) Amount

3 17 Supplying & filling fine sand(pana) in 75 mm / 100 mm /

150 mm compacted thickness over the base including

necessary compaction, watering etc. complete. Item

includes leveling by using vibratory plates compacted

machine and as directed by engineer in charge.

4 Providing 100mm thick readymade C.C. kerb of strength

M-20 (size 300mm x 380mm) purchased from SMC's

approved paverblock manufacturer & setting in line, level

and in truly vertical position, including filling joints in C.M.

1:1 (1 part of cement : 1 part of stone dust) smooth pointing

in C.M. 1:1 (1 part of cement : 1 part of coarse sand)

including watering etc. complete and as directed by

engineer in charge. 20.00 R.M. 228.00

5 Providing interlocking type Rubber moulded cement

concrete paver block of approved shape, design & colour

having 60mm thickness (M-35) purchased from SMC's

approved paverblock manufacturer only & fixing of fine

sand bedding. Item includes levelling by using vibratory

plates compacted machine. Item also includes all materials,

labour, equipments, tools, plants, watering, cleaning etc.

complete. (With colour & without colour)

6 Providing & laying Granular sub base (GSB)confirming to

Grading-V of Table 400.0 of compacted thick of 150mm

with specified graded stone metal and sand mixed in place

and laid with mechanical means spreading with motor

grader and compacting with vibratory roller having

minimum 80-100 KN static weight to acheve desired

density of 98% of MDD including all material, labour,

machinery with all leads and lift etc. complete. 4.00 1418.04

Amount For 10.0 MT LENGTH

Amount For 1.0 MT LENGTH

Total amnount for length of 110 mt.

TOTAL OF PART - F

PART - G -TOILET BLOCK

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 Cmt. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 85.00 Cmt. 203.83

3 17 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.

4 20 Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

5 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

6 5 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

Crushed stone agg 20m.m Nominal size)&curing comp. excl.

cost of form work in :

(a) foundation & Plinth, wall caps / coppings 6.00 Cmt. 3005.76

7 26 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

8 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in : Up

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 sq. mt. Cmt. 9201.68

Description Qty. Unit Rate (23-24) Amount

9 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

(2) BEAMS:c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

10 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in

Ground Floor:(2)Having c/s area 0.08 sq. mt. & upto

11 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

Ground Floor:(2)Having c/s area 0.08 to 0.12 s.mt 6.00 Cmt. 8174.41

12 26 Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

mm nominal size) finishing smooth curing etc. comp. Incl..

Cost of form work but excl. Cost of reinforcement for R.C.C.

Ground Floor:(2)Having more than 10cm & up to 13cm th.

13 30 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto Ground Floor

14 31 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 -

(C) Fly Ash Bricks

GROUND FLOOR 35.00 Cmt. 4511.97

FIRST FLOOR 10.00 Cmt. 4786.95

15 33 Half brick masonry in common brunt clay building bricks

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

Cement mortar 1:4 (1- Cement : 4 - coarse sand ) in

foundation and plinth

(C)Fly Ash Bricks

Ground Floor 35.00 Smt. 678.86

16 35 Providing & Applying 10mm.th.cement plaster in single

coat on brick/concrete walls similar surfaces for plastering

& finished even & smooth with a floating coat of cement

slurry mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand)

(B)For ceilings &soffits of stairs

17 35 Providing & Applying 15mm.th.cement plaster in single

coat on brick/concrete walls similar surfaces for plastering

& finished even & smooth with a floating coat of cement

slurry mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand)

(A) For wall and similar surfaces

18 Providing throating or plaster drip and moulding it to

R.C.C. chajja etc. comp.. For all floor

19 36 Providing 20 mm deep finished groove in plaster in line

and level etc. Comp. For all Floor (M.R.) Smt. 50.00

20 101 Apply two coats of putty and two coats of primer of

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other matter and

sand papered smooth.

21 101 Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

For every subsequent coat Extra over item no.above

22 101 Painting two coats of enamel paint (Excluding priming

coat) over previously painted wall after removing entire

surface with even shade & surface after removing dirt, dust

foreign matter etc. comp.(M.R.)

Description Qty. Unit Rate (23-24) Amount

23 40 Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick

cement mortar 1:4 (1 Cement : 4 Coarse sand) and finished

with flush pointing in white or colour cement including

rubbing & polishing comp..(Basic Rate:- Rs.1347.46/S.M.)

24 40 Providing & laying granite slab 18mm thick in Window-

Door seal Frame Etc laid on 10mm thick cement mortar

1:4 (1 Cement : 4 Coarse sand) with nessary adhesive

material and finished with flush pointing in white or colour

cement, including rubbing & polishing comp..(Basic Rate:- 28.00 Smt. 2026.00

Labour Charges For Edge Finished For Granite

26 48 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

27 48 Providing and laying Vitrified tiles 8 to 10 mm thick, 24"

x 24" in skrting risers of steps and dedo on 10mm thick

cement plaster 1:3 (1 cement : 3 coarse sand) and jointed

with white cement slurry.

28 51 Providing & fixing 35mm.th. Flush Door Solid Double Core

type Both Face water proof Ply Vennered & 1.5 mm

th.laminate shall be pasted on both side with adhesives as

specified by the manufacturers. The laminate shall be as per

approved shade & texture, of make incl. Sal wood frames of

finished size 12cm x 7cm.incl. S.S. Hinges with nessary

screws & Anodized aluminum fixtures & fastenings For all

Floor 8.00 Smt. 3720.20

29 53 Providing and fixing FRP FRAME size 125 x 65 mm and

mm thick FRP shutter with wood grain raised panneled

design finish shutter having extra reinforcement on sides &

edges in Gel coat finish. The core of the shutter & frame is to

be filed up with injected polyurethene foam done in situ

along with embedded wooden pieces for stiffening & also

taking hinges & fixtures. 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 & fastentings.

30 55 Providing and fixing standared extruded of alluminium

section of size 63mm x 38.10mm x1.2mm , @ Wt.

Kg/mt with colour Powder Coated alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for 22.00 Smt. 2414.00

Steel work welded in built up Hollow Tubular sections,

framed work including cutting, hoisting, bending, fixing in

position and applying a priming coat of red lead paint

in trusses & trussed purlins upto 25m.Span &15m.Overall

32 Providing & Fixing Polycarbonate sheet roofing with surface

of the sheet is coated with an anti-UV Co-extrusion layer

having good weather resistance, it can maintain its optical

properties and mechanical performance for a long time.

Fasting is usually done by screws. , The fastening screws

should be inserted about 500 mm apart and 300mm apart

Along the supporting internal purlin and edge pulin.All

fixing holes with diameter at least 2 mm larger than screw

must be predrilled into each screw location. The screws

should be 6mm diameter with length according to sheet

thickness and corrosion resistant, with at least heavy duty

hot dripped galvanized or stainless steel. Excluding the cost

of purlins rafter and trusses.

2.0 MM THICK 0.00 Smt. 1100.00

33 Providing & fixing M.S.Grills of required pattern to wooden

frames of windows etc. At all floor levels with M.S. flats at

required spacing & frame around square or round bars with

round headed bolts & round headed bolts and nuts or by

screws incl. Priming coat of Red lead paint etc. comp. (A)

Plain grill For all Floors 410.00 Kg. 104.20

34 99-98 NOTE :- (1) The whole work is to be executed through

specialized agency with a guarantee of 10 (Ten) years given

on a prescribed proforma duly stamped (2) The rate shall

include for work at all floors & conducting water proof test

as directed. (M.R.)

Description Qty. Unit Rate (23-24) Amount

(B) (B) Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations. (a) Applying and

grouting a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with proprietary water proofing

compound comforming to IS:2645 over the R.C.C. slab

including cleaning the surface before tratment. (b) Laying

cement concrete using broken bricks/brick bats 25 mm to

100 mm size with 50% of cement mortar 1:5 (1 Cement :

Coarse sand) admixed with proprietary water proofing

compound conforming to IS:2645 ,brick bats is finally

covered by jointless cement plaster 20mm th. in C.M. 1:4

added with special water proofing compound confirming to

IS:2645 & top smooth finished with trowel with false

chequered marking of 300 mm.size.The treatment is carried

along the vertical surface of the parapet & other adjoining

wall up to height of about 300 mm in a shape of quarter

round vata Incl. curing etc. Comp. With average thickness of

(c) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and for

final test. All above operations to be down in order and as

directed and specified by the engineer-in-charge. With

average thickness of 120 mm and minimum thickness at

khurra as 65 mm. (Cement consumption 0.551 Bags / S.M.)

35 Providing & Fixing stainless steel recessed type Soap dish of

approved make. Including providing & fixing screws,

washers, cutting & making good the walls.

Make- Cera F5007106, Parry ware T6902A1, Jaquar ACN-

1131N, HindWare F880011 6.00 Nos. 793.00

36 63 Providing and fixing Wash Down Water closet European

type W.C. pan with integral P or S trap with normal closing

seat cover L bend including, health facuet, jointing the trap

with soil pipe in cement mortar 1:1 (1 cement : 1 find sand)

(A) Viterous china pattern - I

Make- Cera CONVENTIONAL B1510121 , Parry ware

C0297*/ C0278, HindWare sleek 20011, Jaquar- CNS-WHT-

37 61 Prov.& Fixing water closet squatting pan (Indian type

W.C.pan) at all floor levels, size 580mm incl. 100 mm size

"P'or "S" trap for water closet squatting pan joining the trap

with the pan & soil pipe in C.M. 1:1 (1cement :1 fine sand)

etc. Comp.(A) Vitreous china long pattern of approved

colour For all Floor

38 Providing and fixing plastic seat and cover for wash down

water closet withC.P. brass hinges and rubber buffers

(B) Plastic seat and cover

39 65 Providing & fixing wash basin with single hole for pillar tap

at all floor levels, with C.I. or M.S. Brackets painted white

incl. cutting holes & making good the same incl. fittings such

as pillar tap, capstan head screw down high pressure with

screws, shanks & back nuts, C.P. Brass waste trap, screw

down stop tap 15 mm. dia. etc. complete. (A) Vitreous china

flat back wash basin 550 mm.x 400 mm. size in approved

colour For all Floor 5.00 Nos. 2059.93

40 67 Providing & fixing Urinal or approved quality including

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

White earthenware flat back or corner type size 430 mm x

41 Providing & fixing 600 mm.x 450 mm. mirror of superior

glass at all floor levels, mounted on 6 mm. th. A.C. sheet or

plywood sheet & fixed to wooden plugs with C.P.brass

screws and washers etc. For all Floor

42 86 Prov. & Fixing S.W. Gully trap with C.I.grating brick

masonary (C.M 1:5)chamber & water tight C.I. cover with

frame of 300mmx300mm size (inside) with weight includ.

plastering smooth inside & outside 15mm. th' in C.M.1:3 etc.

comp.--- (i) Square mouth traps

150mm x 100mm Size- P Type 4.00 Nos. 1246.92

43 88 Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside

dimension ,455 x 610 mm & 450 mm deep sewer trap

chamber with 23 cm th' B.B. masonary walls in C.M 1:5

with cement plaster 15 mm th' in C.M. 1:3 inside & outside

to exposed faces, R.C.C. top slab with 1:2:4 mix ( 1 cement:

Sand : 4 Grade stone aggregate 20mm size) ,Foundation

concrete 1:5:10 & fixing C.I. cover with frame to be not less

than 38 kg. On top etc. comp. for single pipe.

Same as above but Precast RCC heavy duty Cover instead of

C.I. Cover 4.00 Nos. 2904.47

Extra for every additional depth of 0.1 mt beyoung 0.45 mt

Description Qty. Unit Rate (23-24) Amount

44 91 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M.

1:3 inside & outside to exposed faces, R.C.C. top slab with

1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stone aggregate

20mm size) ,Foundation concrete 1:5:10 & fixing C.I. cover

with frame to be not less than 38 kg. On top etc. comp.

Inside dimension,455 x 610 mm &450 mm deep for single

(A) Same as above but Precast RCC heavy duty Cover instead of

C.I. Cover 4.00 Nos. 2681.76

Extra for every additional depth of 0.1 mt beyoung 0.45 mt

45 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl.

Testing of pipes and joints etc. Comp

(A) 150 mm. dia

46 71 Providing & Fixing C.P. Brass screw down bib with wall

flange tap at all floor levels, polished bright etc. comp.- For

47 80 Providing & Fixing gun metal check or non return full

way wheel valve atall floors levels, etc. complete.

Make- Cera F9020151,, Parry ware G2056A1, HindWare

F310016, Jaquar- PRS-043,

48 73 Providing & Fixing Metropole Flush Valve with wall Flange

25mm, concealed body, with Lever Knob at all floor levels,

of approved quality incl. fixing in pipe line etc. Comp.

Make- Cera F8010202, Parry ware T3302A1, Jaquar FLV-

1089NSQ ,HindWare F860075

49 Providing & Fixing abonite ball cock of approved qualities

directed etc.comp.

(A) 25 mm. dia.

50 Providing and fixing C.I. Menhole cover 0.60 x 0.45 mt. Size

having weight not less than 35 Kg. etc. complete.

51 75 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince/ Supreme/ Jain/ Astral/ Tulsi/

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(A) 75mm Dia 0.00 Rmt. 412.00

(c) 160mm Dia 0.00 Rmt. 731.00

52 77 Providing & fixing U-PVC pipes Confirming to IS no.

(Type "A") of Prince/ Supreme/ Jain/ Astral/ Tulsi/

Finolex make for rain water at all floor levels incl. fixtures

like bends, tees, shoe etc joined with resin of approved

brand & manufacture etc. comp. (M.R.)

(A) 75mm Dia 8.00 Rmt. 203.00

110mm Dia 8.00 Rmt. 325.00

53 78 Providing & Fixing P.V.C. pipes (SCH-80) of Prince/

Supreme/ Jain/ Astral/Tulsi/Finolex make for water supply

line at all floor levels incl. fixtures like bends, tees, shoe etc

joined with resin of approved brand & manufacture

etc.comp. Pipe shall be fixed on the wall the help of clamp at

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

including necessary fittings etc. includingtesting of pipe and

joints and fixing the same with adhesive solvent, including

cost of all materials.

(A) 15mm Dia 30.00 Rmt. 166.00

(B) 25mm Dia 25.00 Rmt. 256.00

(D) 40mm Dia 25.00 Rmt. 510.00

54 69 Providing and fixing PVC SWR Nahni trap IS 14735 for

drain - 110x110 mm diameter with jali of the following

nominal diameter of self cleaning design with C.I. scread

down or hinged grating including the cost of cutting and

Providinggood the walls.

& Fixing in position PVC Cowl vent to pipes of

Prince/ Supreme/ Jain/ Astral/ Tulsi /Finolex make

56 Providing & fixing M.S. Holder Bat -Z clamps at all floor

levels of approved design to C.I. Or S.C.I pipes including the

cost of cutting holes & making good the wall etc. Complete -

100 mm. dia. (M.R.)

Description Qty. Unit Rate (23-24) Amount

57 Providing erecting and fixing double coated

Sintex/Super/Reno PVC (ISI) mark water tank of required

capacity each with all necessary fittings & connection etc.

complete on terrace. 5000.00 Lit. 3.95

58 84 Providing & Fixing Kathi around the vertical PVC

drainage pipes for concealing with cement plaster 20 mm

avg thickness(CM 1:3 [1 cement :3 coarse sand]) finishing

as per instruction given by Eng. incharge. For

(A) 75 mm PVC PIPE 10.00 Rmt. 173.00

(B) 100 mm /110 mm PVC PIPE 10.00 Rmt. 180.00

59 Providing and fixing stainless steel ( Grade 304) railing

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature

(wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing

with necessary accessories & stainless steel dash fasteners

stainless steel bolts etc., of required size, on the top of the

floor or the side of waist slab with suitable arrangement as

per approval of Engineer-incharge, (for payment purpose

only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners

60 104- Providing & laying ordinary C.C.1:1.5:3 mix for R.C.C. work

106 incl. boxing, centering, vibrating, curing & mixed with

approved water proofing cement compound or

"CEMWET"or"PIDICRETE LW"integral water proofing

admixture as water proofing agent to be mixed with 50 kg.

cement bag shall be as recommended by the manufacture of

the water proofing material, concrete work for top, bottom

slab & side pardi for Under ground Tank & Item incl.

Necessary excavation & refilling the available earth, 15 cm

th' C.C 1:4:8 for bedding concrete, Half B.M. in C.M. 1:4

outside wall, inside R.C.C. pardi as per design, 10mm.th.

water proofing cement plaster in C.M. 1:3 with smooth

finishing,watering etc.Comp.to all inner face & bottom of

tank curing etc. comp. incl. Locking arrangement, outlet,

inlet, overflow & wash out pipe arrangement as necessary &

C.I. Cover 0.60 x .045 weight not less then 35kg. etc. com. as

per structural drawing excluding Steel & as directed by

Underground tank 10000.00 Lit 5.46

61 3 "Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ

piles) & disposal of the surplus excavated soil as directed

within a lead of 50 M. For following diameter of piles."

62 7 "Providing & laying ordinary cement con.1:2:4

(1cement:2sand:graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in : Up to

G.L./P.L. (A) AUGER:"

63 22 Providing 20 mm thick double coat mala cement plaster on

brick / concrete work for plastering comprising of base

coat 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse 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. 175.00 Smt. 272.48

TOTAL OF PART - G

PART - H -WATER HUT

1 3 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ

piles) & disposal of the surplus excavated soil as directed

within a lead of 50 M.For following diameter of piles. (3)

2 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 C.M 117.26

3 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 45.00 C.M 203.83

4 5 Providing & laying cement concrete 1:4:8 (1 cement:4

sand:8 graded stone agg. 40 mm nominal size) & curing

comp. excl.cost of form work in

(A) Foundation and Plinth

Description Qty. Unit Rate (23-24) Amount

5 7 Providing & laying ordinary cement con.1:2:4

(1cement:2sand: graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in :Up to

(A) plinth pcc 6.00 C.M 3637.00

6 26 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

7 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in : Up to

(1)Having c/s area up to 0.08 s.mt 1.00 C.M 12632.60

(2)Having c/s area more than 0.08 s.mt & upto 0.12 s.mt C.M

SUPER STRUCTURE

(1)Having c/s area upto 0.08 s.mt 2.00 C.M 12632.60

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt C.M

8 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in : Up to

(1)Having c/s area up to 0.08 s.mt C.M

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt C.M

SUPER STRUCTURE

(1)Having c/s area up to 0.08 s.mt C.M

(2)Having c/s area more than 0.08 s.mt & upto 0.12 s.mt C.M

9 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in : Up to

(3) Slabs having more than 10 cm. And upto 13 cm. C.M

Thickness 1.00 7396.96

(D)SUPER STRUCTURE

(3) Slabs having more than 10 cm. And upto 13 cm. C.M

Thickness 9.00 7396.96

10 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal size)

finishing smooth curing etc. comp. Incld. Cost of form work

but excl. Cost of reinforcement for R.C.C. Work in : Up to

(E) RCC pardi 5.00 C.M 10831.75

11 30 Providing & fixing IS Mark TMT Bar FE 500 / FE 500d

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc.comp.--- Ground Floor

12 31 Providing & construction brick work using Fly Ash bricks

having crushing strength not less than 70 Kg./sq.cm. in

foundation & plinth in C.M. 1:6 (1 cement:6 sand ) etc. comp.

13 17 Filling in trenches with available excavated earth in layer

not exceeding 20cm in depth consolidating each deposited

layer by ramming & watering

14 20 Providing & filling in plinth with murrum / yellow soil or

selected soil in layers of 20 cm. Th'. Incl. watering, ramming

& consolidation etc. complete.

15 35 Providing & Applying 15mm. th. cement plaster in single

coat on brick/ concrete walls similar surfaces for plastering

& finished even & smooth with a floating coat of cement

slurry mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For

wall and similar surfaces -- Ground Floor

(A) For wall and similar surfaces Ground floor 30.00 S.M 237.51

16 15 Providing & Applying 10mm. th. cement plaster in single

coat on brick/ concrete walls similar surfaces for plastering

& finished even & smooth with a floating coat of cement

slurry mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For

wall and similar surfaces -- Ground Floor

Description Qty. Unit Rate (23-24) Amount

(B) For ceilings &soffits of stairs S.M

17 22 Providing & Applying 20mm.th. Sand faced cement plaster

on walls or similar surfaces at all floor levels consisting of

12 mm. Av. Th. backing coat of C.M. 1:3( 1 cement :3 sand) &

8 mm.th. Finishing coat of C.M.1:1 (1 cement: 1 sand) -

Ground Floor,First Floor,Second Floor and Third(Terrace)

(A) UP TO PLINTH 15.00 S.M 330.88

(B) SUPER STRUCTURE 105.00 S.M 330.88

18 36 Providing 20 mm deep finished groove in plaster in line and

level etc. Comp. For all Floor (M.R.) 30.00 R.M

19 36 Providing throating or plaster drip and moulding it to R.C.C.

chajja etc. comp.. For all floor 30.00 R.M

20 48 Providing & laying Vitrified tiles of 8mm thick of Orient,

Kajaria, Jhonson, Nitco, Somani, Bell, Asian or Euro make in

flooring,treads of steps & Landing laid on bed of 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 colour cement slurry including

finished with flush pointing & cleaning the surface etc.

comp.Size 24" x 24" (Basic Rate-Rs.485.0/S.M.) For Antiskid

21 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. (Basic Rate-

101 Apply two coats of putty and two coats of primer of

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other matter and

23 sand painting

101 Wall papered (two

coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth. 30.00 S.M 79.39

24 Providing & applying two coats of weather shield max paint

(3 coats may be required in case of darker colours.)of ICI

Dulux or Apex Ultima of Asian Paint including applying

exterior acrylic primer coat as per manufacturers

specification and directions in shade and colour approved

by architects, on exterior surfaces of the building including

scaffolding, preparing the surface, watering, curing etc.

complete and as directed by the architects and

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and flaking

paint. This can be achieved by brushing with a wire/ stiff

coir brush, followed by water jetting if required. Fill up all

minor cracks and defects with white cement and sand

mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be thoroughly

scraped off and Clean the surface thoroughly using wire

Priming: Apply a liberal coat of exterior acrylic primer and 120.00 S.M 82.00

25 69 allow it to and

Providing dry for 4-5PVC

SWR Application

Nahni trapofISputty

- 75 mm diameter with jali of the following nominal

diameter of self cleaning design with C.I. scread down or

hinged grating including the cost of cutting and making

good the walls.

26 75 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "A") of

Prince/Supreme/Jain/Astral/Tulsi/Finolex make for soil

and waste discharge system at all floor levels incl. All

fixtures like bends, tees, shoe etc. jointed with resin of

approved brand & manufacture etc. comp. (M.R.)

(A) 75 mm. Dia. R.M

27 86 Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside

dimension ,455 x 610 mm & 450 mm deep sewer trap

chamber with 23 cm th' B.B. masonary walls in C.M 1:5 with

cement plaster 15 mm th' in C.M. 1:3 inside & outside to

exposed faces, R.C.C. top slab with 1:2:4 mix ( 1 cement:

Sand : 4 Grade stone aggregate 20mm size) Foundation

concrete 1:5:10 & fixing C.I. cover with frame to be not less

than 38 kg. On top etc. comp. for single pipe.

(A) Same as above but Precast RCC heavy duty Cover

instead of C.I. Cover 2.00 NO. 3155.63

Description Qty. Unit Rate (23-24) Amount

28 78 Providing & Fixing U.P.V.C. pipes (SCH-40) of Prince/

Supreme/ Jain/ Astral/ Tulsi/Finolex make for water

supply line at all floor levels incl. fixtures like bends, tees,

shoe etc joined with resin of appproved brand &

manufacture etc. comp. Pipe shall be fixed on the wall the

help of clamp at every two meter 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

29 71 Providing & Fixing C.P. Brass screw down bib tap at all floor

levels, polished bright etc. comp.-(A) 15mm dia. For all

30 80 Providing & Fixing gun metal check or non return full way

wheel valve at all floors levels, etc. complete.

31 Providing & Fixing abonite ball cock of approved qualities NO

directed etc. comp. (A) 25 mm. dia. 1.00

32 95-98 Proiding & laying water proofing treatment to vertical and

surfaces like consisting of (a) I course of applying cement

slurry 4.4 kg per sq.mt. mixed with water proofing

compound confirming to IS:2645 in rcommended

proportions. (b) II corse of 20mm cement plaster 1:3 mixed

with water proofing compound in recommended

proportion (c) III course of applying blown or / resideal

bitumen applied hot at 1.7 kg per sqm of area. (d) IV course

of 400mm micron th. PVC sheet. (Overlaps at joints of PVC

sheet should be 200mm wide and pasted to each other with

bitumen about 1.7 kg./ sqm.)

33 Providing and fixing C.I. Machinehole cover 0.60 x 0.60 mt. NO.

Size having weight not less than 35 Kg. etc. complete.

34 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl.

Testing of pipes and joints etc. Comp

35 40 Providing & laying granite slab 18mm thick in flooring,

treads of steps and landing laid on bed of 20mm thick

cement mortar 1:6 (1 Cement : 6 coarse sand) or lime

mortar 1:1.5 laid and finished with flush pointing in white

or colour cement including rubbing and polishing complete.

(Basic Rate:- Rs.1590.0/S.M.) 3.00 S.M 2410.00

36 65 providing and fixing C.P. brass waste for wash basin or

sink(B) 40 mm dia Rs.102

37 95-98 NOTE :- (1) The whole work is to be executed through

specialized agency

with a guarantee of 10 (Ten) years given on a prescribed

proforma duly stamped (2) The rate shall include for work

at all floors & conducting water proof test as directed. (M.R.)

(B) Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

of cement admixed with proprietary water proofing

compound comforming

to IS:2645 over the R.C.C. slab including cleaning the surface

tratment. (b) Laying cement concrete using broken

bricks/brick bats 25 mm to 100 mm size with 50% of

cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed with

proprietary water proofing compound conforming to

IS:2645 ,brick bats is finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with special water

proofing compound confirming to IS:2645 & top smooth

finished with trowel with false chequered marking of

mm.size.The treatment is carried along the vertical surface

of the parapet & other adjoining wall up to height of about

(c) The in a shape of quarter

so finished vata

shall be Incl. curing

flooded withetc.

water for a minimum period of two weeks for curing and for

final test. All above operations to be down in order and as

directed and specified by the engineer-in-charge. With

average thickness of 120 mm and minimum thickness at

khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.) 65.00 S.M 511.00

TOTAL OF PART - H

PART - I - GAZEBO

Description Qty. Unit Rate (23-24) Amount

1 3 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ

piles) & disposal of the surplus excavated soil as directed

within a lead of 50 M. For following diameter of piles.

For 300 mm dia. 30.00 C.M 391.74

2 26 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in : (A

Foundation, footing, Base of columns and Mass Concrete. 4.00 C.M 4146.15

3 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand:3 graded graded stone agg. 20 mm

nominal size) finishing smooth curing etc. comp. Incl.. Cost

of form work but excl. Cost of reinforcement for R.C.C. Work

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

4 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand:3 graded graded stone agg. 20 mm

nominal size) finishing smooth curing etc. comp. Incl.. Cost

of form work but excl. Cost of reinforcement for R.C.C. Work

(3) Slabs having more than 10 cm. And upto 13 cm.

Thickness 1.00 C.M 7396.96

5 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand:3 graded graded stone agg. 20 mm

nominal size) finishing smooth curing etc. comp. Incl.. Cost

of form work but excl. Cost of reinforcement for R.C.C. Work

(D): RCC pardi 0.50 C.M 10831.75

6 5 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

crushed stone agg. 20 m.m Nominal size)& curing comp.

incl. cost of from work in: wall caps/ copings.

7 30 Providing & fixing IS Mark TMT Bar FE 500 / FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto G.L./P.L. 890.00 K.G 76.21

8 31 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 -

(C) Fly Ash Bricks 1.50 C.M 4237.00

9 33 Providing & constructing Half brick masonary in Fly Ash

bricks having crushing strength not less than 70 kg/sq.cm

in c.m 1:4 (1 cement: 4 sand) curing etc complete.- Ground

10 20 Providing & filling in plinth with murrum / yellow soil or

selected soil in layers of 20 cm. Th'. Incl. watering, ramming

& consolidation etc.complete. 7.00 C.M 289.06

11 35 Providing & Applying 15mm.th.cement plaster in single coat

on brick/ concrete walls similar surfaces for plastering &

finished even & mooth with a floating coat of cement slurry

mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For

wall and similar surfaces -- Ground Floor

(A) For wall and similar surfaces Ground floor 9.00 S.M 237.51

12 22 Providing & Applying 20mm.th. Sand faced cement plaster

on walls or similar surfaces at all floor levels consisting of

12 mm. Av. Th. backing coat of C.M. 1:3( 1 cement :3 sand) &

8 mm.th. Finishing coat of C.M.1:1 (1 cement: 1 sand) -

GroundFloor,FirstFloor,Second Floor and Third(Terrace)

Floor 7.00 S.M 330.88

13 101 Applying Priming coat over new steel and other metal

surface after over and including preparing the surface by

throughly cleaning oil, grease dirt and other foreign matter

and scoured with brushed fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red 40.00 S.M 35.00

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

other metal surface with synthetic enemal paint, burshing

to give an even shade including cleaning the surface of all

dirt, dust and other foreign matters.

Description Qty. Unit Rate (23-24) Amount

15 Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker colours.)of

ICI Dulux or Apex Ultima of Asian Paint including applying

exterior acrylic primer coat as per manufacturers

specification and directions in shade and colour approved

by architects, on exterior surfaces of the building including

scaffolding, preparing the surface, watering, curing etc.

complete and as directed by the architects and

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and flaking

paint. This can be achieved by brushing with a wire/ stiff

coir brush, followed by water jetting if required. Fill up all

minor cracks and defects with white cement and sand

mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be thoroughly

scraped off and Clean the surface thoroughly using wire

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours. Application of putty is not

recommended. Minimum 4-6 hours duration is required 7.00 S.M 82.00

Providingeach coat granite

& laying of weather

thick in flooring,

treads of steps and landing laid on bed of 20mm thick

cement mortar 1:6 (1 Cement : 6 coarse sand) or lime

mortar 1:1.5 laid and finished with flush pointing in white

or colour cement including rubbing and polishing complete.

(Basic Rate:- Rs.1590.0/S.M.) 30.00 S.M 2410.00

17 Providing & Fixing 80 mm in side dia M.S. pipe as vertical

post are beded in 1:1.5:3 concrete also horizontaly in line

and connecting to purline angle etc by welding rereting etc.

(a) Heavy duty "B" Class (wall thickness 4mm @YST

18 GRADE, IS:1161)

Providing and Fixing Hollow steel Sections Framed Work

including Cutting, Hoisting, Welding & Fixing in position

Purlin, Main Chord etc. as per Engineer-in-charge.TATA /

JINDAL / ASIAN Make, @YST 310 GRADE, IS:1161

19 Providing & fixing colouron galvaniced steel, zinc /

aluminium allus coated sheet 0.5 mm. thick roofing fixed

with gslvanised grom J or L hook bolts and bolt 8mm dia

with bituman and impet washer filled with white lead etc.

Excluding the cost of purlins rafter and trusses. (Tata / 40.00 S.M 999.00

20 40 Jindal or equivalent)

Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick cement

mortar 1:4 (1 Cement : 4 Coarse sand) and finished with

flush pointing in white or colour cement including rubbing

& polishing comp.. (Basic Rate:- Rs.1590.0/S.M.) 3.00 S.M 2449.00

21 Labour Charges For Edge Finished For Granite 40.00 R.M 43.43

TOTAL OF PART - I

PART - K - FOOTPATH

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 Cmt. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 105.00 Cmt. 203.83

3 5 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

4 20 Supplying & filling fine sand(pana) in 75 mm / 100 mm /

150 mm compacted thickness over the base including

necessary compaction, watering etc. complete. Item

includes leveling by using vibratory plates compacted

machine and as directed by engineer in charge. 22.00 Cmt. 413.09

5 Providing 100mm thick readymade C.C. kerb of strength

M-20 (size 300mm x 380mm) purchased from SMC's

approved paverblock manufacturer & setting in line, level

and in truly vertical position, including filling joints in C.M.

1:1 (1 part of cement : 1 part of stone dust) smooth pointing

in C.M. 1:1 (1 part of cement : 1 part of coarse sand)

including watering etc. complete and as directed by

engineer in charge. 120.00 Rmt. 228.00

Description Qty. Unit Rate (23-24) Amount

6 Providing interlocking type Rubber moulded cement

concrete paver block of approved shape, design & colour

having 60mm thickness (M-35) purchased from SMC's

approved paverblock manufacturer only & fixing of fine

sand bedding. Item includes levelling by using vibratory

plates compacted machine. Item also includes all materials,

labour, equipments, tools, plants, watering, cleaning etc.

complete. (With colour & without colour) 264.00 Sqmt. 524.00

7 Providing & laying Granular sub base (GSB)confirming to

Grading-V of Table 400.0 of compacted thick of 150mm

with specified graded stone metal and sand mixed in place

and laid with mechanical means spreading with motor

grader and compacting with vibratory roller having

minimum 80-100 KN static weight to acheve desired

density of 98% of MDD including all material, labour,

machinery with all leads and lift etc. complete. 40.00 Cmt. 1418.04

8 Providing, supplying & placing precast RCC Woodeny

benches as per given specifications. (Seating plank

dimensions : Seating Length of the Bench : 1380 mm,

Seating width of the Bench : 450 mm, Seating height of the

Bench : 450 mm, Seating plank thickness : 60 mm, Total

height of theofBench

M-30 grade : 900using

Concrete mm. vibration

) compaction process.

Benches consists of 2 Nos. L-shape base support in wooden

texture and 1 Nos. flate back and 1 Nos. bottom plank leg

thickness :90 mm, Leg hight : 830 mm, Leg width : 600 mm,

backside plank width : 350 mm, backside plank length :

1380 mm, backside plank thickness : 60 mm.

Bench top and back planks are treated with special

anticorrosive, water proof coating, prevent sun, rain, light

and fungal attack, as to make surfaces glossy

and water proof.

The back rest should show as details given by SMC in

embossed at casting

time. 4.00 Cmt. 3927.00

TOTAL OF PART - K

PART - L - COMPOUND WALL WITH 2nos. OF GATES

1 1 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

50 mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts

(1) Up to 1.5 Mt. depth 0.00 Cmt. 117.26

2 2 Excavation for foundation includ.sorting out & stacking of

useful materials & disposing of the excavated stuff upto

mt. Lead & all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Manual Labours

(1) Up to 1.5 Mt. depth 480.00 Cmt. 203.83

3 Providing & laying cement concrete 1:4:8 (1 cement:4

coarse sand:8 graded stone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and Plinth

4 26 Providing & laying cement concrete 1:1.5:3 (1 cement:1.5

sand:3 graded stone agg. 20 mm nominal size)& curing

comp. Includ.cost of form work but exclu. Cost of

reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

concrete. 90.00 Cmt. 4146.15

5 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in : Up

(B) BEAM:c/s area up to 0.08s.mt- Ground Floor

(1)Having 0.00 Cmt. 9,102.61

(2) Having c/s area more than 0.08 s.m. & upto 0.12 s.m -

(3) Having cross sectional area more than 0.12 sq. mt. --

6 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in

(1)Having c/s area up to 0.08 s.mt- Ground Floor 20.00 Cmt. 12,632.60

(2) c/s area more than 0.08sq. mt. & upto 0.12 sq.mt - G.F

(3) Having cross sectional area more than 0.12 sq. mt.

7 26 Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of form

work but excl. Cost of reinforcement for R.C.C. Work in

Slabs having more than 8cm. and upto 10 cm. Th'.-

Description Qty. Unit Rate (23-24) Amount

(2) Slabs having more than 10 cm. & upto 13 cm. Th'.

(3) Slabs having more than 13 cm. Thickness 6.00 Cmt. 6,813.01

8 31 Brick work using common burnt clay building bricks

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

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

(C) Fly Ash Bricks,

9 33 Half brick masonry in common brunt clay building

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

in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) Ground

10 26 (C)Fly Ash Bricks

"Providing & laying ordinary cement

con.1:1.5:3(1cement:1.5sand:3 graded graded stone agg.

20 mm nominal size) finishing smooth curing etc. comp.

Incl.. Cost of form work but excl. Cost of reinforcement for

R.C.C. Work in wall caps/ copings. 20.00 Cmt. 9102.61

11 30 Providing & fixing IS Mark TMT Bar FE 500D

reinforcement for R.C.C. work incl. bending, binding &

placing in position etc. comp. Upto

Ground Floor 22500.00 Kg. 76.21

12 22 20mm thick sand faced cement plaster on walls for

height more than 10 metres above ground level consisting

of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand)

and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete. 1870.00 Smt. 237.51

13 101 "Providing & applying two coats of weather shield max

paint (3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint

including applying exterior acrylic primer coat as per

manufacturers specification and directions in shade and

colour approved by architects, on exterior surfaces of the

building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the

architects and manufacturers.

Surface Preparation : surface is thoroughly clean, dry and

free from all loose dirt, chalk, grease, fungi, algae and

flaking paint. This can be achieved by brushing with a wire/

stiff coir brush, followed by water jetting if required. Fill

up all minor cracks and defects with white cement and

sand mixture in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly

using wire brushes.

Priming: Apply a liberal coat of exterior acrylic primer and 1870.00 Smt. 82.00

14 allow it to dry

Providing andfor 4-5 hours.

Fixing HollowApplication of putty

steel Sections is not

Work including Cutting, Hoisting, Welding & Fixing in

position Purlin, Main Chord etc. as per Engineer- in-charge.

TATA / JINDAL / ASIAN Make

15 101 Applying Priming coat over new steel and other metal

surface after over and including preparing the surface by

throughly cleaning oil, grease dirt and other foreign matter

and scoured with brushed fine steel wool, scrapers and

sand paper with ready mixed priming paint brushing red 50.00 S.M. 35.00

Painting two coat (excluding priming coat) on new

steel and other metal surface with synthetic enemal

paint, burshing to give an even shade including cleaning

the surface of all dirt, dust and other foreign matters.

16 78 Providing & Fixing P.V.C. pipes (SCH-80) of Prince/

Supreme/ Jain/ Astral/Tulsi make for water supply line at

all floor levels incl. fixtures like bends, tees, shoe etc joined

with resin of approved brand & manufacture etc. comp. -

18 80 P.& F.gun metal check or non return full way wheel valve at

all floors levels, etc. complete.

TOTAL OF PART - L

PART - M - INDOOR AND OUTDOOR ELECTRIFICATION

PART -1- INTERNAL WIRING

1 Point wiring for Light / Bell with 2-1.5 sq.mm & earth

wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires up to

10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth

continuity of following type, erected on PVC /

Metallic/Wooden box, single mounting base frame covered

with textured/metallic/white front plate modules erected

on / in wall / ceiling as per pipe erected, with necessary

Lamp holder/ceiling rose / H.D.Connector as directed. (f)

with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete Cat. III 18 Point 449.45

Description Qty. Unit Rate (23-24) Amount

2 Point wiring for Tissino / Modular secondary light point

with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (green)

both are of ISI marked 1.1 KV grade FRLS PVC insulated

multi strand copper wires, in below type of pipe to be

erected complete with earth continuity and necessary

connection with primary light with accessories erected on

Metal / PVC / wooden box covered with 3 mm thick

PC(Polycarbonate) / Acrylic sheet for open / concealed

wiring. with necessary Lamp holder / ceiling rose /

H.D.Connector as directed. (f) with medium class Rigid

PVC pipe and accessories erected concealed in

wall/ceiling complete

3 Point wiring for FAN with 2-1.5 sq.mm & earth wire of

1.5 sq.mm (Green) both are of .ISI marked 1.1 KV Grade

FRLS PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected with 6A Modular type

switch and hum free EME step type electronic fan regulator

mounted and accessories with earth continuity of

following type erected on PVC / Metallic/Wooden box,

single mounting base frame covered with

textured/metallic/white front plate modules erected on /

in wall / ceiling as per pipe erected. with necessary ceiling

rose / H.D.Connector as directed. (f) with medium class

Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III 1 Point 629.23

4 Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected

with following type of accessories. [I] For 6A Plug and 6 a

switch with 2-1.5 sq.mm Cu. Wire from nearby

switchboard/mcb db board (f) with medium class Rigid

PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III

5 Point wiring for Individual Plug with & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected complete with

Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected

with following type of accessories. [III] For 16A Plug and

16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm

( green) earthing wire from mcb d b board. (f) with

medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

6 Point wiring for on board Looped Plug with 6A Modular

type switch & 5 pin socket erected on PVC /

Metallic/Wooden box, single mounting base frame covered

with textured / metallic/white front plate modules erected

on / in wall / ceiling with following type accessories Cat. III 3 Point 241.39

7 Providing and erecting Mains with 1.1 KV grade FRLS PVC

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected concealed in /flushed

on wall/ceiling, with 1.5 sq. mm copper conductor FRLS

PVC insulated stranded wire of green colour for earth

continuity of following size (A) With medium class Rigid

PVC pipe and accessories (a) 2 wire 1.5 sq. mm 50 Mtr. 59.59

8 Providing and erecting Mains with 1.1 KV grade FRLS PVC

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected concealed in /flushed

on wall/ceiling, with 1.5 sq. mm copper conductor FRLS

PVC insulated stranded wire of green colour for earth

continuity of following size (A) With medium class Rigid

PVC pipe and accessories (b) 2 wire 2.5 sq. mm 10 Mtr. 78.78

9 Providing and erecting Mains with 1.1 KV grade FRLS PVC

insulated ISI marked stranded Copper conductor wire in

following type of pipe to be erected in / on wall / ceiling

with 2.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of

following size(A) with medium class Rigid PVC pipe and

accessories.(b) 2 wire 6 sq. mm 0 Mtr. 140.39

SUB TOTAL PART-01

PART -2- INDOOR LIGHT FIXTURES

Description Qty. Unit Rate (23-24) Amount

10 Supplying and erecting LED indoor fittings with LEDs of

wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB,

with housing used as a heat sink shall be made of thick

sheet Steel conforming to IS: 513/CRCA/ aluminium die cast

powder coated and high U.V. & corrosion resistance with

diffuser with company mark/name 160V to 270V, Power

Factor more than 0.95, THD < 15%, CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED LED driver

efficiency > 85 % ( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have shown ranges

of Wattage capacity of LED fittings.The Engineer incharge

may select any wattage capacity between the ranges

shown.) (A) Tube Light with integral driver (iv) 22-24

Watts, Surge - 2KV,IP-20, conventional 4 feet Cat-lll 8 Each 373.7

11 Supplying and erecting led lamps with following wattage

capacity of 220 to 240 voltage, minimum 15000 burning

hours life, 500 V in built-surge protection, Polycarbonate

diffuser, mounting suitable for E14 / E27 / B22 lamp

holders, pf >= 0.5 (A) LED Lamps integral type, with PC

diffuser suitable LAMP holder (iii) 10 to 15 watts Cat- 6 Each 188.87

SUB TOTAL PART-02

PART -3- LT SWITCHGEAR, DISTRIBUTION BOARDS & L

12 providing and erecting Miniature circuit breaker single pole

0.5A to 2A system and having breaking capacity 10 KA to

be erected in existing box. confirming to IS 8828/1996 with

ISI Mark Cat.III

13 Providing and erecting Miniature circuit breaker single

pole 6A to 25A suitable to operate on 240 V A.C. system

and having breaking capacity 10 KA to be erected in existing

box. confirming to IS 8828/1996 with ISI Mark Cat.III

14 Providing & erecting 240 V MCB double pole switch for

lighting Load (B Curve) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following

capacity (B) 40 Amp. Cat.III

15 Providing and erecting Sheet Steel powder coated MCB

distribution board - flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to IS

8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same

company of MCB to be used) suitable for (B) three phase

incoming and single phase horizontal type outgoing Per

phase isolation type (PPI) (b) sheet steel double

door(iii)8 way 0 Each 3412.79

16 Providing and erecting Sheet Steel powder coated MCB

distribution board - flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to IS

8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same

company of MCB to be used) suitable for (A) single phase

incoming and horizontal single phase outgoing (b)

sheet steel double door (IP-43) (i)4 way 1 Each 629.23

17 Supplying & erecting approved make RCCB + MCB (Electro

magnetic type only) working on residual current device

having 10 KA short circuit breaking capacity and 30 mAmp.

Sensitivity & 30 mili sec. tripping time conforming to IS

12640 test knob facility trip free mechanism operating for

rated leakage at nominal ten volt, complete erected

including all materials lugs screws etc. completed. [a] 6A /

10A / 16A / 20A / 25A 2 pole single phase Cat. II

18 Providing and erecting Approved make RCCBs conforming

to IS: 12640 and having sensitivity of 30 mA and Short

Circuit withstand capacity of 10 KA and suitable for

operation on 3 phase and neutral 415V,50Hz. having

characteristic of quick action & tripping with all advance

feature & do not incorporate any electronic component for

following Max. rating erected as directed.(iv) 100 Amps.

FP (100 mA Sensitivity) Cat. III 0 Each 4314.72

19 Supplying & erecting IP 55 grade following size section

pillar fabricated from joint less M.S. Sheet with angle iron

legs made from jointless M.S. Angle with cable clamps to be

buried in ground to have appropriate erection to work

uniform until erected with cement concrete foundation and

45 cm high bricks work finishing with plaster etc. hinged

double door internally supported on both side, with internal

and outside looking arrangement with look and keys in

duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is

welded and other with nut and bolt for erecting Bakelite

sheet. Painting the Section Pillar inside and out side with

three tank powder coated paint. section pillar roof should

be without joint with water leakage proof & tested as per IP

55 test & followed by IS 2147 of 1962 (B) 75 X 60 X 45 cm

section pillar fabricated from 16 Gauge MS Sheet with

angle iron legs 45 cm long made from 35 X 35 X 5 mm

thick MS angle. 0 Each 3595.6

SUB TOTAL PART-03

PART -4- EARTHING SYSTEM

Description Qty. Unit Rate (23-24) Amount

20 Providing and erecting Pipe type earthing having

cms.long and 2.5 cms. dia. galvanised iron pipe with

coupling and buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire. - to be used

usingStreet Light

salt and charcoal / coke as required for pipe type

22 Supplying & erecting earth pit of minimum bore dia.150mm

size approved make Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of corrosion

free hot dipped G.I.Pipes having Outer pipe dia of 50mm

having 80-200 Micron galvanising, Inner pipe dia of 25 mm

having 200- 250 Micron galvanising, connection terminal

dia of 12mm with constant ohmic value surrounded by

highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and

heavy duty cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:- 0.2 • / meter

testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no

load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to

retainmoisture for long time Necessary test report must be

submitted.(c) For Electrical Installation covering

Transformer Neutrals, Lightning arrester Earthing,

A.C.Plant & Sensitive Computer System(like Automation, 1 5760.03

SCADA) i.e independent (b)For ElectricalSUB installation up

PART -5-OUT DOOR LIGHTING

23 Supply of approved make frp/grp pole having followiing

specifications :

FRP/GRP pole made by centrifugal moulding process

using thermoset resin polyester/epoxy resin system having

minimum glass content 45.0%.The pole should be in one

pieceand tapered round in shape,having smooth outside

surface finish and should be totally fre from corrosion as

well as non conductive and shock proof. Pole should be

provided with FRP/GRP base bracket dully fabricated from

metal(M.S) and dully claded with FRP/GRP material to

avoid any metal exposer and painted with PU paint. Pole

should mechanical properties i.e 1. Specfic gravity (ASTM D

792) 1.3-1.8 Kg/m3, 2. Glass Content % by weight (ASTM D

2584) 45.0 -55.0%, 3. Water absorption (ASTM D 570)

<0.5%, 4. Tensile Strength(ASTM D 638) 200+/-50Mpa,

Flexural strength (ASTM D 790) 250+/-50Mpa,

Compressive Strength (ASTM D 695) 200+/-50MPa, 7. Yeild

Strength(ASTM D638) 250 +/-50MPa.

23 Pole should be flame retardant as per IS 6746.Resin used

Cont shall be UV resistance and pigmented. Pole should be

painted with first coat of epoxy primer and then two coat of

highly weather resistance polyurethen paint to ensure

proper addhesion of the paint.Minimum thickness shall be

80 to 100 micron.Defelection of the pole shall not exceed

more than 10.0 % of the length of the pole for the given

load.Pole should be generally made as per the dimensional

data,performance criteria and some interchagebility

features of poles as per the standard ANSI C123.20 latest

version of ASTM D 923/01 including cable termination box

with necessory accessories.The size of pole and type of

installation with foundation , Anchor Base & Internal

junction box as per the manufacturer details and site

23 (1) 'A' class frp/grp pole suitable for base plate mounting

[B] Overall Length of 4.0 meter, Average thickness : 4mm,

Top/Bottom Outside Dia. 76/143mm +/-2.Weight of Pole

10.0 Kg approx. (Without base) Metal Anchor Base dully frp

claded (Size : 290 Ø * 12mmthk , Mounting hole PCD

240mm * 4 nos. of 16 Ø hole) 7 Each 8723.37

[D]Overall Length of 6.0 meter, Average thickness : 5mm,

Top/Bottom Outside Dia. 76/176mm +/-2.Weight of Pole

19.0 Kg approx. (Without base) Metal Anchor Base dully frp

claded (Size : 340 Ø * 12mmthk , Mounting hole PCD

285mm * 6 nos. of 20 Ø hole) 19 Each 13602.68

24 Supplying and erecting Street light pole bracket comprising

main B Class GI pipe of 4.2 cm/require outside dia.

complete with suitable B Class G.I. sleeve tubing of approx.

45cms.length and suitable for 76.5mm/80mm/require size

of pole top having nuts and bolts for fixing the brackets and

having spread of 0.5 mtr. Length with 110 deg.with vertical

plane and suitable welded stiffener reducer and nipple with

check nut complete painted with one coat.of Red oxide / PU

base primer and two coats of Aluminium / PU paint. paint

with following nos of arms.

[A] Single Arm bracket 0.5 Mtr 13 Each 491.87

[B] Double Arm Bracket 0.5 Mtr 6 Each 622.16

[C] Three Arm Bracket 0.5 Mtr 0 Each 743.36

[D] Four Arm Bracket 0.5 Mtr 0 Each 889.81

Description Qty. Unit Rate (23-24) Amount

25 Supplying & erecting approved make SMC press moulded

composite FRP. loop-in, loop-out approx. 2mm thick box

complete with bakelite connector strip 5way (3P+N+E) &

hinged doors having locking arrangements with mounting

clamp with nuts, bolts & washers suitable for erection on

pole with cable clamps& earth bolt of following size of box.

(b) 280mm x 170mm x 130mm [deep] 28 Each 950

26 Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum

housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and Polycarbonate

optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) (C) Post Top

Lantern LED fitting comprises of finish cast aluminum

spigot and spun aluminum canopy fixed with opal

polycarbonate, pipe arrangement for vertical mounting

driver and accessories wired upto terminal block.IP 65 7 Each 4819.72

27 10KV External/Internal

Supplying and erecting LED(ii)32-40W

street light /- Cat IIIlight fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum

housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and Polycarbonate

optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) (B) Flood Light (IP-

65), Surge protection -4KV integral and ,Light must

have 440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts Cat III 6 Each 7266.95

28 Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum

housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and Polycarbonate

optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) (B) Flood Light (IP-

65), Surge protection -4KV integral and ,Light must

have 440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts Cat III 19 Each 3345.12

29 Supplying and erecting HYLAM sheet on existing angle iron

frame.for following thickness(C) 6mm 1 Each 1156.45

30 Providing & Constructing 1:2:4 CC foundation of 6 m long (

Foundation size :- 450 X 450 X 1000 ) 26 Each 809.02

30 BOLLARD LIGHT: (c) LED Bollard fittings of minimum

height 1000 mm & dia.100mm having polycarbonate

clear/milky diffuser mounted on 3mm thick aluminium

finished powder coated pipe with base plate 160x160mm

with erection by M8x75mm fastner with required RCC

foundation.IP65 for 9 to 20 watt and above, surge-4kv

32 SITC of CCMS Section Pillar with System with

Communication Facilities and Centralized Control and

Monitoring (cluster/ group control) (Rate Includes Sim &

6 KW 1 Phase 1 Each 51813

Description Qty. Unit Rate (23-24) Amount

33 Painting the number and words for (st.light pole numbering

and back ground of colour as per Zone Code) inventory

Identification on erected fittings/ equipment's or such

accessories as may required with good quality of enamelled

paint. The numbering and back ground of colour shall be as

per Zone Code on.

(i) up to 20 characters, Up to 75 mm Height. 26 Each 58.58

SUB TOTAL PART-05

PART -6-L T CABLES & CABLE TERMINATION

34 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured

cable multistrand / Solid Aluminium conductor for

KV. to be laid on wall with necessary clamps or in existing

trench / pipe of following size of cables (A) 4 core 4 Sq.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured

cable multistrand / Solid Aluminium conductor for

KV. to be laid on wall with necessary clamps or in existing

trench / pipe of following size of cables (B) 4 core 6 Sq.

Supplying and erecting Flexible PVC insulated multi strand

multi core 1.1 kv grade ISI marked copper wires of

following size to be erected as directed. (h) 2.50 Sq.mm

core round PVC sheathed

37 Solder less crimping type Aluminium lugs conforming to IS

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

38 Solder less crimping type Copper lugs conforming to IS

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved manner.

Providing and, fixing heavy duty flange type brass cable

gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for

following size of cables.(A) 2 to 4 core 2.5 / 4 Sq. mm

40 Providing and, fixing heavy duty flange type brass cable

gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for

following size of cables(B) 2 to 4 core 6 Sq. mm

41 providing and erecting Mains with ISI marked, 1.5KV grade

electrolyte multi stranded, annealed copper conductor with

heat resistant PVC insulated conforms to IS 694, IEC -

erected in existing pipe of following size (Specifically for

control panel, relays, power switchgears, motor starters &

control wiring) with required size of copper lugs, nuts and

bolts if required. (h) One wire 25.00 sq. mm 6 Mtr. 225.23

42 Making trench in soft soil of suitable width of 90 cm

deep for laying cable or locating the fault all over the run

and back filling the same and making the surface as normal

43 Providing & laying approved make Double walled

corrugated pipes (DWC) of polyethylene(conforming to IS

14930 II )with necessary connecting accessories of same

material at required depth in existing trench for laying of

cable. below ground / road surface for enclosing cable 700 Mtr. 62.62

44 (A)50 mm&outer

Providing laying.dia

R.C.C. Hume pipe for cable to be laid

cm. below ground across the road crossing or on floor with

necessary material in an approved manner and making the

ground as per original.(F) 100 mm dia.

SUB TOTAL PART-06

PART -7- FAN & RELATED ACCESSORIES

45 Providing & erecting Approved make Ceiling Fan with

double ball bearing with Condenser 230 volt A.C.50 Hz.

mm sweep complete having 3 Aluminium blades, canopy

erected complete. [ Make shall be approved by Engineer in

Supplying & erecting fan hook box of 10 mm M.S. round bar

bounded to the RCC bars up to 50mm length each side and

pierced through a 16 Gauge M.S. box / Heavy Duty PVC box

complete erected concealed in Ceiling with necessary

Providing 2.5mm.thick laminated acrylic sheet to cover the

fan hook or Fan box. 0 Each 18.18

48 Supplying and erecting 19 / 20 mm. nominal bore Medium

Class M.S. Pipe down rod erected duly painted for fan

complete with proper insulation without leakage and

49 Supplying & erecting approved make low noise decorative

exhaust fan having square frame ABS body with inbuilt

lowers & square frame.250mm with 1350 RPM Cat.II

Description Qty. Unit Rate (23-24) Amount

50 Supplying and erecting approved make oscillating type

bracket fan A.C. 23OV. 50cy/s 400/450 mm sweep wall

mounted with height adjustment and rotary tilting device

complete with guard, flexible Core plug top complete

erected with lead wires as directed. Cat II

SUB TOTAL PART-07

PART -8- MOTOR & PUMPS

51 Supplying and erecting Direct On-line Electronics Starter

with 2-5/4-10/8-14/10-16 Amp. Rating relay (variable

current setting) directly operated in totally insulated

elegant enclosure and 18 Amp. Rating power relay with

start - stop button for single phase operation up to 3 HP as

per complete erected on P.W. Block with following features.

Low voltage cut off below 140 V High voltage cut off above

280 V Overload protection Indicating LEDs for motor on lv,

hv & overload tripping. [Cat.II] 1 Each 1603.88

51 Supplying and erecting Direct on line starter with 30 Amp.

(resistive @ 230v) power relay and with 2 to 5/ 4 to 10 /

to 20 amp. Range C.T. Operated electronic overload relay in

engineering grade plastic enclosure for 3 ph 415v 50 HZ

A.C. motor up to 7.5 HP with high voltage protection

(above 480 v) and under voltage protection (below 330 v)

current sensing single phasing protection. Reverse phasing

protection, inverse current characteristic overload

protection with indication for On, OL, HV,LV SPP in a single

unit with feather touch start / stop push button, high

temperature with standing Bakelite terminals complete

erected on P.W. Block with necessary connection. [Cat.II]

52 Providing & erecting open well horizontal mono block

pump set with cast iron body, complete for three phase

submersible motor having [B] For 2 HP 3 phase open well

horizontal mono block pump set suitable for 200 LPM @

mtr head suitable for 50 mm dia delivery pipe 0 Each 10734.28

53 Providing & erecting open well horizontal mono block

pump set with cast iron body, complete for three phase

submersible motor having (C) 1 H.P. single phase open

well motor pump set suitable for 185 LPM discharge @

25 mtr. head, suitable for 32 mm dia. Delivery pipe with

control panel. CAT III 1 Each 9613.18

54 Providing and erecting ISI marked PVC insulated PVC

Sheathed Flat flexible Submersible copper cable

approved make of following Size. (b) 3 Core x 2.5 Sq. mm.

SUB TOTAL PART -08

PART -9- WATER COOLERS

55 Providing & erecting water cooler having storage capacity

150 Ltr. & cooling capacity 150 Ltr.per hour @ an ambient

temp of 45˚ C. The outlet temp. of the water should drop by

15˚C within a hour, The water cooler should be comprising

of hermetically sealed compressor, fan motor, condensing

unit, water tank surrounded by evaporating, coil,

thermostats, relay etc.complete with necessary inlet &

outlet connection. The body of water cooler will be made

from Stainless Steel. 1 Each 46648.87

56 Supplying & erecting 5 stage single reverse osmosis

water purification system with M.S. powder coated frame,

prefilter housing with 'O' ring presediment filter GAC filter,

carbon filter suitable buster DC pump capacity 80 psi,

mention with 40 psi inline type post carbon filter auto low &

high pressure switches with following size of storage tank &

LPH capacity & erected as directed [C] 50 Ltr / Hr with

150 psi 2 nos booster pump 1 Each 24394.53

SUB TOTAL PART- 09

PART - J- HORTICULTURE WORK

(A) SUPPLYING OF PLANT

Item (Botanical name) Quantity Unit Rate Amount

Trees 8' to 10'

Shrubs 1'6" to 2'

Border/ Hedge plants 6” to 1’

House Plants -1' to 2'

Description Qty. Unit Rate (23-24) Amount

Yallow Bamboo Plants -3'

Budh Bamboo Plants- 3'

Foxtail / Royal palm -12'

1 Lawn (selection - 1) Passpallum lawn 25 guny bag 120.00

2 Border/ Hedge plants - Nector -P1 Vitex negudo Nagod - 450 Nos 20.00

3 Deciduous tree -P2 Peltophorum pterocarpum Copperpod 30 Nos 270.00

4 Evergreen tree -P3 Saraca Asoca -Ashok - 8' to 10' 30 Nos 270.00

5 Evergreen tree -P4 Samanea saman (Jacq.) Merrill -Rain 30 Nos 270.00

6 Fragrance shrub -White flower - P5 Polianthes tuberosa L. 60 Nos 20.00

7 Yellow Flowring shrub - Amphi center, lawn island -P6 60 Nos 20.00

Barleria prionitis -Pilo Kantasheliyo 6” to 1’

8 White Flowring shrub -Amphi center -P7 Bauhinia 60 Nos 20.00

acuminata -Safed Kachnar 6” to 1’

9 Purple Flowring shrub - Amphi center -P8 Duranta erecta - 40 Nos 20.00

Damyanti 6” to 1’

10 Creeper - Amphi center -P9 Allamanda cathartica 20 Nos 20.00

L.Allamanda cathartica L. 6” to 1’

11 Nector shrub - at Existing tree seating -P10 Crotalaria 30 Nos 20.00

juncea L. -Shan 6” to 1’

12 Shrub -Shde loving plants at exising mass plantation -P11 50 Nos 20.00

Caladium bicolor -Artist's Pallet 6” to 1’

13 Shrub -Shde loving plants at exising mass plantation -P12 50 Nos 20.00

Alocasia macrorrhizos -Advi 6” to 1’

14 Creeper/twinner at Vermicost zone around trees-P13 10 Nos 20.00

Passiflora edulis-Passion Flower-6” to 1’

15 Climbing plant at Pergola seating -P14 Tinospora cordifolia 10 Nos 20.00

(B) HORTICULTURAL DEVELOPMENT WORK

1 Removal of unwanted vegetation, cleaning of site and 620.00 Sq.mt 3.00

disposal of the materials at suggested site & Ploughing of

exisiting soil without removing exisitng mass plantation.

2 Horticulture development works include preparation of 620.00 Sq.mt. 21.50

soil, mixing of fertilizer, watering, dibbling of various types

of lawns ,trimming, cutting, lawn mowing with all labor

tools and tackles etc. for a period 6(six) months (planting as

per the details and design specified in Technical Bid). If

trees and shrubs are part of lawn, then preparing pits as per

details and plantation and maintenance of trees and shrubs.

3 Horticulture shrubs / flower bed development works 400.00 Sq.mt. 21.50

include weeding, cleaning, removal of unwanted materials,

mixing of fertilizer, preparation of pits as per specifications,

planting & stacking, watering, with all labor tools and

tackles etc. for a period 6(six) months (planting as per the

details and design specified in Technical Bid)

4 Development & maintenece of tree plantation plot (12 100.00 no. 120.00

5 Development of Hedge including planting of plants for a 300.00 r.m.. 12.00

period of 6 months

6 Development of Topiary including supplying and planting 0.00 no. 540

of plants and trimming of plants up to the desired shape for

a period 6 months

(C ) HORTICULTURAL MAINTENANCE WORK

1 Maintance of lawn and flower bed and plants include 1060.00 Sq.mt 24.00

loosening soil,regular watering, weeding, regular

trimming/training mowing of lawns twice a month with all

labour, tools and tackles etc,for a period of 6 months.

2 Maintenance of Hedge including loosening soil regular 320.00 r.m. 24.00

watering weeding regular trimming/ training with all labor,

tools and tackles etc. for a period of 6 months

Description Qty. Unit Rate (23-24) Amount

3 Cleaning of walkway play area Gazebo etc. for a period of 6 250.00 Sq.mt. 12.00

4 Maintenance of topiary in different shapes for a period of 6 0.00 no. 180.00

5 Cleaning of Toilet block for a period of 6 months. 1.00 no. 18000.00

6 Cleaning of Water Hut for a period of 6 months 1 no. 6000.00

(D) MANURES AND FERTILIZERS

1 Supplying, stacking and spreading of good quality organic as

well as inorganic manures and fertilizers and necessary soil

conditioners and amendments

a) Neem cake 402.5 Kg 7.00

b) Castor cake 199.5 Kg 6.00

d) Vermicompost 2000 Kg 4.00

e) D.A.P. fertilizer 1000 Kg 29.00

A ELEVATED WALK WAY

B RETAINING WALL

E 1.50 METER WIDE WALK WAY

F 2.50 METER WIDE WALK WAY

L COMPOUND WALL WITH 2 NOS OF GATE

M INDOOR AND OUTDOOR ELECTRIFICATIONS

SIGN OF CONTRACTOR EXECUTIVE ENGINEER

EAST (VARACHHA)ZONE-A

SURAT MUNICIPAL CORPORATION