CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P NO. 01, F.P. NO. 495 FOR SANAND NAGARPALIKA AT SANAND

Schedule No Name of Work

Schedule - B CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P 01, F.P 495 FOR SANAND NAGARPALIKA

I/We am/are willing to carry out the work @ % Above / Below Percentage (should be writen in figures and

words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Consultant City Engineer

CC Patel and Associates Pvt Ltd Sanand Nagarpalika

Sanand Nagarpalika

NAME OF WORK: CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P 01, F.P

FOR SANAND NAGARPALIKA AT SANAND

TOTAL AREA OF BUILDING

Description Amount

1 Office Building Work

2 Electrical Work

3 Compound Wall

5 Land Scapping & Gardening

6 Rainwater Harvesting (1 Nos)

NAME OF WORK: CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P 01, F.P 495 FOR SANAND

NAGARPALIKA AT SANAND

ABSTRACT SHEET-CIVIL WORK

IT. ITEM DESCRIPTION QTY UNIT Rate AMOUNT

1 Clearing and grubbing road land includding uprooting 1,641.00 Sqm 2.84

rank vegetation, grass, bushes, shrubs, saplings and

trees girth upto 300mm removal of stumps of tress cut

earlier and disposal of unserviceable materials.

c) By Mechanical means in area of light jungle.

2 Excavation for foundation upto 1.5 mt.depth including 2,392.00 Cum 117.08

sorting out and stacking of unuseful materials and

disposing off the excavated stuff upto 1 km

llead.(Excavated earth / Stuff to be stacked and

surplus earth disposed at non objectinable place to

be found by the Contractor. )

A) Loose or Soft Soil

3 Excavation for foundation for 1.5 mt. to 3.0 mt.including 2,587.52 Cum 129.81

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 1 km (Excavated

earth / Stuff to be stacked and surplus earth

disposed at non objectinable place to be found by

the Contractor.)

A) Loose or Soft Soil

4 Excavation for foundation for 3.0 mt. to 5.0 mt.including 212.36 Cum 142.52

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 1 km (Excavated

earth / Stuff to be stacked and surplus earth

disposed at non objectinable place to be found by

the Contractor.)

A) Loose or Soft Soil

5 Filling available selected / approved stacked 2,394.00 Cum 130.39

excavated earth (excluding rock) (Earth which is

stacked at any location outside the campus non-

objectionable place shall be found by the

contractor) in trenches, plinth, sides of foundations etc.

in layers not exceeding 20 cm. in depth consolidating

each deposited layer by ramming and watering

6 Filling in foundation and plinth with murrum or 5.00 Cum 289.06

selected soil in layers of 20 cm. thickness including

watering ramming and consolidating etc. completed.

7 Filling in plinth with sand under floors including 72.00 Cum 460.19

watering ramming, consolidating and dressing

TOTAL OF EARTH WORK

8 Providing and laying cement concrete 1:2:4 (1- 230.00 Cum 3,697.91

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

TOTAL OF PCC WORK

REINFORCEMENT CEMENT CONCRETE WORK

9 Providing and laying in position Ready Mixed M- 250 179.00 Cum 6,599.34

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

( A ) Basement Floor Slab

10 Providing and laying in position Ready Mixed M- 250 533.00 Cum 5,086.36

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)(

A ) Foundations footings Base of columns and

11 Providing and laying in position Ready Mixed M- 250 11.00 Cum 8,858.71

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(D ) Columns, pillars posts and struts square,

rectangular, polygonal

12 Providing and laying in position Ready Mixed M- 250 5.00 Cum 8,858.71

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(D ) Columns, pillars posts and struts square,

rectangular, polygonal in plan

13 Providing and laying in position Ready Mixed M- 250 5.00 Cum 8,898.96

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(D ) Columns, pillars posts and struts square,

rectangular, polygonal in plan

14 Providing and laying in position Ready Mixed M- 250 5.00 Cum 8,939.21

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained))Second Floor (D ) Columns, pillars

posts and struts square, rectangular, polygonal in

15 Providing and laying in position Ready Mixed M- 250 1.00 Cum 8,979.46

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

Stair Cabin (D ) Columns, pillars posts and struts

square, rectangular, polygonal in plan

16 Providing and laying in position Ready Mixed M- 250 241.00 Cum 8,009.30

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

Basement (H ) RCC Wall

17 Providing and laying in position Ready Mixed M- 250 80.00 Cum 8,009.30

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

18 Providing and laying in position Ready Mixed M- 250 80.00 Cum 8,049.55

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

First Floor(H) RCC Wall

19 Providing and laying in position Ready Mixed M- 250 77.00 Cum 8,089.80

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

20 Providing and laying in position Ready Mixed M- 250 30.00 Cum 8,130.05

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

21 Providing and laying in position Ready Mixed M- 250 17.00 Cum 8,170.29

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

StairCabinFloor

22 Providing and laying in position Ready Mixed M- 250 111.00 Cum 7,310.38

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained)(C) RCC Floor Beam Basement Floor

23 Providing and laying in position Ready Mixed M- 250 92.00 Cum 7,310.38

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) Ground Floor

24 Providing and laying in position Ready Mixed M- 250 106.00 Cum 7,350.63

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Floor Beam

25 Providing and laying in position Ready Mixed M- 250 84.00 Cum 7,390.88

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Floor Beam

i) Second Floor

26 Providing and laying in position Ready Mixed M- 250 20.00 Cum 7,431.13

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained)(C) RCC Floor Beam i) Terrace Floor

27 Providing and laying in position Ready Mixed M- 250 5.00 Cum 7,471.37

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Floor Beam

28 Providing and laying in position Ready Mixed M- 250 11.00 Cum 8,516.32

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Lintel, Sill, Coping and Mullians Bands

29 Providing and laying in position Ready Mixed M- 250 9.00 Cum 8,516.32

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Lintel, Sill, Coping and Mullians Bands

i) Ground Floor

30 Providing and laying in position Ready Mixed M- 250 11.00 Cum 8,556.57

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained)(C) RCC Lintel, Sill, Coping and Mullians

Bandsi) First Floor

31 Providing and laying in position Ready Mixed M- 250 6.00 Cum 8,596.82

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Second Floor

32 Providing and laying in position Ready Mixed M- 250 6.00 Cum 8,637.07

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) )

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Terrace Floor

33 Providing and laying in position Ready Mixed M- 250 1.00 Cum 8,677.31

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Lintel, sill,Coping and Mullians Bands

i) Lift Machine Room

34 Providing and laying in position Ready Mixed M- 250 23.00 Cum 7,129.59

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained)Ground Floor( G ) Chhajja

35 Providing and laying in position Ready Mixed M- 250 22.00 Cum 7,169.84

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

36 Providing and laying in position Ready Mixed M- 250 22.00 Cum 7,210.09

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

Second Floor( G ) Chhajja

37 Providing and laying in position Ready Mixed M- 250 1.00 Cum 7,250.34

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

38 Providing and laying in position Ready Mixed M- 250 1.00 Cum 7,290.58

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained)Lift Machine Room( G ) Chhajja

39 Providing and laying in position Ready Mixed M- 250 227.00 Cum 7,698.22

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

( B ) Slabs, landing, shelvas, Balconies etc

40 Providing and laying in position Ready Mixed M- 250 187.00 Cum 7,698.22

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

( B ) Slabs, landing, shelvas, Balconies etc

i) Ground Floor

41 Providing and laying in position Ready Mixed M- 250 182.00 Cum 7,738.47

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(B)Slabs, landing, shelvas, Balconies etc

42 Providing and laying in position Ready Mixed M- 250 157.00 Cum 7,778.72

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)(

B ) Slabs, landing, shelvas, Balconies etci) Second

43 Providing and laying in position Ready Mixed M- 250 14.00 Cum 7,818.97

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

( B ) Slabs, landing, shelvas, Balconies etc

i) Terrace Floor Level

44 Providing and laying in position Ready Mixed M- 250 3.00 Cum 7,859.21

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

( B ) Slabs, landing, shelvas, Balconies etc

i) Lift Machine Room

45 Providing and laying in position Ready Mixed M- 250 6.00 Cum 6,903.35

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Stair Case

46 Providing and laying in position Ready Mixed M-250 13.00 Cum 6,943.60

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, including the

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level as per

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

)(C) RCC Stair Casei) Ground Floor

47 Providing and laying in position Ready Mixed M- 250 11.00 Cum 6,983.85

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Stair Case

48 Providing and laying in position Ready Mixed M- 250 11.00 Cum 7,024.10

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,including the

cost of centering shuttering finishing and including cost

of admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge. but the rate

excluding reinforcement and Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained)

(C) RCC Stair Case

i) Second Floor

49 Providing and wet drilling accurate and clean holes of 5.00 No. 727.20

37-300 mm range without vibration through Hilti P-U

ABRASIVE CORE BIT and Rig-based drilling system

using diamond drilling machine DD200 having 1:1 & 1:3

gearing ratio for core cutting using HILTI machine in

RCC beams/ Walls/ Columns etc. for laying pipes.,

control panel indicator to display proper pressure

application, capable of drilling at angle from 0degree-

45degree and do overhead application. The rate shall

also include for providing scaffolding, labour and

approved tools & machineries.

50 Providing and wet drilling accurate and clean holes of 5.00 No. 696.90

37-300 mm range without vibration through Hilti P-U

ABRASIVE CORE BIT and Rig-based drilling system

using diamond drilling machine DD200 having 1:1 & 1:3

gearing ratio for core cutting using HILTI machine in

RCC beams/ Walls/ Columns etc. for laying pipes.,

control panel indicator to display proper pressure

application, capable of drilling at angle from 0degree-

45degree and do overhead application. The rate shall

also include for providing scaffolding, labour and

approved tools & machineries.

51 Providing and wet drilling accurate and clean holes of 5.00 No. 611.05

37-300 mm range without vibration through Hilti P-U

ABRASIVE CORE BIT and Rig-based drilling system

using diamond drilling machine DD200 having 1:1 & 1:3

gearing ratio for core cutting using HILTI machine in

RCC beams/ Walls/ Columns etc. for laying pipes.,

control panel indicator to display proper pressure

application, capable of drilling at angle from 0degree-

45degree and do overhead application. The rate shall

also include for providing scaffolding, labour and

approved tools & machineries.Diameter-50mm

52 Providing and position PVC Sleeves in RCC elements 5.00 No. 49.49

like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes

and diameter of taking out service pipelines cables road

infrasturcture work etc. upto 0.5 mtr. length for all floors/

all levels / all heights. a) 50mm dia.

53 Providing and position PVC Sleeves in RCC elements 5.00 No. 75.75

like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes

and diameter of taking out service pipelines cables road

infrasturcture work etc. upto 0.5 mtr. length for all floors/

all levels / all heights. a) 75mm dia.

54 Providing and position PVC Sleeves in RCC elements 5.00 No. 124.23

like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes

and diameter of taking out service pipelines cables road

infrasturcture work etc. upto 0.5 mtr. length for all floors/

all levels / all heights. a) 100mm dia.

55 Providing and supplying Medium duty injection 5.00 No. 267.65

adhesive for rebar fixing in Dry conditions for below

specified dia of approved make. Drilling hole to the

required depth by rotary hammer drill, cleaning with

brush and jet of clean air, filling resin and hardener with

standard dispenser in hole and then fixing the re-bar,

The system should be made of two foils consisting of

resin and Hardener foil pack. The installation and

the setting instructions should be strictly followed as

per the manufacturers Recommendations. Rate shall be

inclusive of scaffolding and for all places and all

heights etc. and work shall be carried out as per

direction of Consultant/ Engineer -in -Charge.

Reinforcements shall be paid in relevant tender item.

(Pull out testing upto 1% of total rebar is to be produced

by manufacturer)

56 Providing and supplying Medium duty injection 5.00 No. 393.90

adhesive for rebar fixing in Dry conditions for below

specified dia of approved make. Drilling hole to the

required depth by rotary hammer drill, cleaning with

brush and jet of clean air, filling resin and hardener with

standard dispenser in hole and then fixing the re-bar,

The system should be made of two foils consisting of

resin and Hardener foil pack. The installation and

the setting instructions should be strictly followed as

per the manufacturers Recommendations. Rate shall be

inclusive of scaffolding and for all places and all

heights etc. and work shall be carried out as per

direction of Consultant/ Engineer -in -Charge.

Reinforcements shall be paid in relevant tender item.

(Pull out testing upto 1% of total rebar is to be produced

by manufacturer)

TOTAL OF RCC WORK

57 Providing TMT Bar FE 500 D reinforcement for R.C.C. 81,572.00 Kg 76.21

work including bending, binding and placing in position

58 Providing TMT Bar FE 500 D reinforcement for R.C.C. 36,324.00 Kg 76.21

work including bending, binding and placing in position

59 Providing TMT Bar FE 500 D reinforcement for R.C.C. 37,629.00 Kg 77.21

work including bending, binding and placing in position

60 Providing TMT Bar FE 500 D reinforcement for R.C.C. 31,428.00 Kg 78.21

work including bending, binding and placing in position

61 Providing TMT Bar FE 500 D reinforcement for R.C.C. 7,677.00 Kg 79.21

work including bending, binding and placing in position

62 Providing TMT Bar FE 500 D reinforcement for R.C.C. 3,060.00 Kg 80.21

work including bending, binding and placing in position

complete. Stair Cabin Floor

63 Providing and erecting False Staging with MS props 135.71 Sqm 390.34

or MS H-frames for each additional height of propping

and centering where the height of propping and

centering exceeds 4.0 meter between supporting floor

to ceiling supporting as required with adequate bracing/

propping with steel props/ H frames etc. as directed by

EIC including cost of de-shuttering and centering at all

levels / all floors for plumbing electrical and civil works.

Note : Plan area will be measured Height upto 12.0 M

64 Providing and position PVC Sleeves in RCC elements 50.00 Each 49.49

like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes

and diameter of taking out service pipelines cables road

infrasturcture work etc. upto 0.5 mtr. length for all floors/

all levels / all heights.

65 b) 75mm dia. 30.00 Each 75.75

TOTAL OF STEEL WORK

67 Brick work using common burnt clay building bricks 18.00 Cum 4,896.18

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

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

Cement:5-finesand)(C)FlyAshBricks Plinth Masonry

(B) Conventional

68 Providing and laying Autoclaved Aerated Concrete 20.00 Cum 5,867.09

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made seperately).

69 Providing and laying Autoclaved Aerated Concrete 228.00 Cum 5,916.84

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made

seperately).Ground Floor

70 Providing and laying Autoclaved Aerated Concrete 273.00 Cum 5,966.60

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made seperately).

71 Providing and laying Autoclaved Aerated Concrete 25.00 Cum 6,016.35

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made seperately).

72 Providing and laying Autoclaved Aerated Concrete 43.00 Cum 6,066.10

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made seperately).

73 Providing and laying Autoclaved Aerated Concrete 3.00 Cum 6,115.85

(AAC) Blocks masonry with 150 mm to 300 mm

thick with Grade-1 AAC blocks of density 551 to

Kg/Cum confirming to IS: 2185 (Part-3) in super

structure above plinth level with RCC band at sill level

and lintel level with approved block laying polymer

modified adhesive mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC band

and reinforcement shall be made seperately).

Lift Machine Room

74 Brick work using Common burnt clay building 3.00 Cum 4,789.52

bricks having crushing strength not less than

kg./sq.cm. in in cement mortar 1: 6 (1 cement : 6 fine

sand) in true line and level including curing, scaffolding,

racking out the joints etc. complete as directed by

engineerincharge.

(C)FlyAshBricks

75 Brick work using Common burnt clay building 3.00 Cum 5,064.49

bricks having crushing strength not less than

kg./sq.cm. in in cement mortar 1: 6 (1 cement : 6 fine

sand) in true line and level including curing, scaffolding,

racking out the joints etc. complete as directed by

engineer in charge.

(C) Fly Ash Bricks

76 Brick work using Common burnt clay building 3.00 Cum 5,114.25

bricks having crushing strength not less than

kg./sq.cm. in in cement mortar 1: 6 (1 cement : 6 fine

sand) in true line and level including curing, scaffolding,

racking out the joints etc. complete as directed by

engineer in charge. (C) Fly Ash Bricks

77 Brick work using Common burnt clay building 3.00 Cum 5,164.00

bricks having crushing strength not less than

kg./sq.cm. in in cement mortar 1: 6 (1 cement : 6 fine

sand) in true line and level including curing, scaffolding,

racking out the joints etc. complete as directed by

engineer in charge.

(C) Fly Ash Bricks

78 Half brick masonry in common brunt clay building 5.00 Sqm 733.26

bricks having crushing strength not less than

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

coarse sand) in true line and level including curing,

scaffolding, racking out the joints etc. complete as

directed by engineer in charge.

(C) Fly Ash Brick

79 Half brick masonry in common brunt clay building 5.00 Sqm 786.59

bricks having crushing strength not less than

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

coarse sand) in true line and level including curing,

scaffolding, racking out the joints etc. complete as

directed by engineer in charge.(B) ConventionalFirst

80 Half brick masonry in common brunt clay building 5.00 Sqm 839.92

bricks having crushing strength not less than

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

coarse sand) in true line and level including curing,

scaffolding, racking out the joints etc. complete as

directed by engineer in charge.

(B) Conventional

TOTAL OF MASONRY WORK

WOOD WORK AND JOINERY

81 Providing and fixing stainless steel ( Grade 304) for 1,693.00 Kg 780.12

railing, Daso, bump rail, pendant, ladder, guard rail,

grating, corner guard etc. 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-in-charge,

(for payment purpose only weight of stainless steel

members shall be considered inclueding fixing

accessories such as nuts, bolts, fasteners etc.) Rate

includes for all lead & lift & as per directed by EIC.

82 Providing and fixing M.S. grill (using Bright Bar) of 9,032.00 Kg 112.11

required pattern top of windows etc. with M.S. flats at

required spacing and frame alround square or round

headed bolts and nuts or by screws.including applying a

priming coat of red lead paint and two coats of oil

painting etc complete, as per architectural drawings and

the directions of Engineer-in-charge. (A) Plain grill

83 Providing wood work in frames of doors windows, 1.30 cumt 76,007.55

clearstory window and other similar works, wrought

framed and fixed in position including Putty with rubbing

& smooth surfacing, primer coat of approved quality and

Three coats of Synthetic enamel painting on both sides

etc. complete as directed by engineer in charge.

(A) Indian teak wood

84 Providing and fixing 35 mm thick Decorative type 25.00 Sqm 3,412.79

Water proof flush door Double leaf shutters with

solid core construction with teakwood frame and ply-

wood face panels, 1.0 mm thick laminate on both sides

including Stainless steel fixtures and fastening and SS

handle including primer coat of approved quality and

two coats of oil painting of door bedding patti etc

complete, as per architectural drawings and the

directions of Engineer-in-charge.

85 Providing and fixing 35 mm thick Decorative type 86.00 Sqm 3,092.62

Water proof flush door Single leaf shutters with

solid core construction with teakwood frame and ply-

wood face panels, 1.0 mm thick laminate on both

sides including Stainless steel fixtures and fastening

and SS handle including primer coat of approved quality

and two coats of oil painting of door bedding patti etc

complete, as per architectural drawings and the

directions of Engineer-in-charge.

86 Providing and fixing FRP frame size 125x65 mm and 69.00 Sqm 2,019.98

35mm 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 alongwith embedded

wooden pieces for stiffening & also taking hinges &

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

proof weather proof, termite proof & resistance to mild

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

fastener sleeve

& alluminium fixtures & fastenings.

87 Providing and fixing alluminium colour anodized Single 6.00 Sqm 5,201.50

leaf Fully glazed shutters door having standared

extruded alluminium colour anodized door lock rail of

alluminium section (Domal Section or Equivalent Make)

(Min. member Thikness 2.00-3.00mm) and top rail &

vertical memberof alluminium section (Domal Section or

Equivalent Make) (Min. member Thikness 2.00-

3.00mm) and bottom rail per door of (Domal Section or

Equivalent Make) (Min. member Thikness 2.00-

3.00mm) and 6mm thick glass and providing rubber

gasket and glazing clips around the glass including

providing l Mortice lock, SS handels, door closer,SS

Hinges including all labour and equipments etc

complete. as per detailed drawings and instructions of

an Architect/ EIC.

88 Providing and fixing window having extruded aluminum 323.00 Sqm 1,583.95

Colour anodized section frame main outer size 95mm x

24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal

Three track member size 92mm x 31.75mm x

1.30mm,@ Wt.1.07 Kg/mt , vertical member of size

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

sliding shutters of horizontal member size

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

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

0.456Kg/mt/ with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing

to frame as per details etc

89 Providing and fixing standared extruded of alluminium 9.00 Sqm 1,175.56

section of size 63mm x 38.10mm x 1.2mm @ Wt.

Kg/mt with colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

90 Providing and fixing standared extruded of alluminium 2.00 Sqm 1,525.00

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg

/ Rmt with colour anodized alluminium frame with 5 mm

thick transparent bronze colour tinted float glass as

complete for Fix window.

91 Providing and fixing in position collapsible steel 14.00 Sqmt 5,445.14

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonals 20 x 5 mm size with top

and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,

steel pulleys complete with bolts, nuts, locking

arrangements, stoppers handles including applying a

priming coat of red lead paint.

92 Providing and fixing rolling shutters of approved 28.00 sqmt 3,503.41

make made of 80 mm wide M.S. laths inter-locked

together through their entire length and jointed together

at the ends by end locks mounted on specially designed

pipe shaft with bracket plates, guide channels and

arragements for inside and outside locking with push-

pull operation including the cost of hood cover and

spring etc.complete.(A) Shutters having width below

93 Providing and fixing Hood cover for rolling shutters 9.00 Rmt 121.23

(A) Shutters having width below 3.5 meters

94 Façade 122.00 Sqmt 9,595.00

Supply of Double glazing units (DGU) of toughened

glasses, make Saint-Gobain having 6mm Blue green

ST-450 toughened glass on outer side + 12mm air gap

with required spacer at the middle + 6mm clear

toughened glass on the interior side of required size

and cut outs given below with sketches. The total

thickness of glass including the air gaps are 24mm. The

sizes of glazing and cut outs given below are the final

size to be delivered. The cut outs are the holes to be

made at one corner for passing of copper pipes and

wires from inside to outside.

DGU Glass as per above specification and Size as per

drawing when observed from outer / external side of the

window in closed condition.

The cost of providing extruded aluminium frames,

shadow boxes, extruded aluminium section capping for

fixing in the grooves of the glazing and vermin proof

stainless steel wire mesh shall be paid under relevant

items under this subhead. However, for the purpose of

payment, only the actual area of Facade (including

width of grooves ) on the external face shall be

measured in sqm. up to two decimal places.

95 Providing and fixing alluminium hollow section for fins 212.00 Sqmt 2,384.61

with colour anodised (Jindal or equivalent brand) with

necessary hardwares as per drawings and instruction

of Engineer-in-Charge

Total Of Wood Work and Joinery

96 Providing & laying 10mm thick cement plaster in 1,189.00 Sqm 188.83

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc complete.

a) Basement Floor

97 Providing & laying 10mm thick cement plaster in 1,106.00 Sqm 188.83

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc complete.

a) Ground Floor

98 Providing & laying 10mm thick cement plaster in 1,129.00 Sqm 210.15

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc complete.

99 Providing & laying 10mm thick cement plaster in 936.00 Sqm 231.47

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc complete.

b) Second Floor

100 Providing & laying 10mm thick cement plaster in 88.00 Sqm 252.79

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc

complete.b) Stair Cabin Floor

101 Providing & laying 10mm thick cement plaster in 18.00 Sqm 274.11

single coat on ceilings and sofits of stairs for interior

plastering upto floor two level finished even and smooth

in C M 1:4 ( 1 cement 4 coarse sand) including finishing

with a floating coat of neat cement slurry. etc complete.

b) Lift Cabin Floor

102 Providing & laying 15 mm cement plaster in single 1,493.00 Sqm 205.37

coat on brick/ RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishing with a

floating coat of neat cement slurry etc complete.

103 Providing & laying 15 mm cement plaster in single 2,635.00 Sqm 232.10

coat on brick/RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishing with a

floating coat of neat cement slurry etc complete.

a) Ground floor

104 Providing & laying 15 mm cement plaster in single 2,109.00 Sqm 258.82

coat on brick/RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishing with a

floating coat of neat cement slurry etc complete.

105 Providing & laying 15 mm cement plaster in single 1,811.00 Sqm 285.55

coat on brick/RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishing with a

floating coat of neat cement slurry etc complete.

c) Second Floor

106 Providing & laying 15 mm cement plaster in single 396.00 Sqm 312.27

coat on brick/RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishingfinishing with a floating

coat of neat cement slurry. etc complete.

107 Providing & laying 15 mm cement plaster in single 98.00 Sqm 339.00

coat on brick/RCC wall for interior plastering finished

even and smooth in cement mortor 1:4 (1 cement :

coarse sand) including finishingfinishing with a floating

coat of neat cement slurry. etc complete.

d) Lift Machine Room

108 Providing 20 mm thick double coat mala cement 673.00 Sqm 272.48

plaster on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

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.

109 Providing 20 mm thick double coat mala cement 2,462.00 Sqm 272.48

plaster on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

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.

110 Providing and fixing 150 mm wide, approved quality 1,952.00 Sqm 318.15

chicken wire mesh at junction of brick work and RCC

work or two dissimilar surfaces, at all heights fixed by

nails, rowal plugs or tag by cement mortar 1:3 before

applying the plaster, including curing, scaffolding all

complete as directed.

111 Providing cement vata (10 cm x 10 cm size) quarter 222.00 Rmt 23.68

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.For all floor

112 Providing throating or plaster drip and moulding to 478.00 Rmt 41.66

R.C.C. Chhajja.

TOTAL OF PLASTER WORK

113 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 2,213.00 Sqm 1,274.20

mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing

flooring by adhesive material including dismentaling of

existing flooring and jointed with color cement slurry

including finised with flush pointing & cleaning the

surface etc. complete for DARK shade

114 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' 1,458.54 Sqm 1,141.45

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

115 Providing & Laying any sizeVitrified 8 to10 mm thick 123.00 Sqm 1,397.83

tile flooring over 20 mm ( average) base of cement

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

or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed

with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for

116 Providing and fixing sandwiched granite and kota as 13.00 Sqm 4,067.27

Kitchen, Platform, Pantry, Basin counter etc. 18mm

thick granite of approved color + 30mm Cm in 1:4 +

25mm kotah stone in one piece for kitchen / platform.

The joint shall be filled with white cement with pigments

to match the color of the stone. The cutouts for Kitchen

sink if required shall be provided as per drawing. The

stone shall be of one shade only and different shades if

found will be rejected, finished sizes shall be measured

117 Providing and laying polished Granite slab (18 mm 1,649.43 Sqm 2,476.52

thick) stone flooring in required design and patterns, in

linear as well as curvilinear portion of the building all

complete as per the architectural drawoings with

mm thick stone slab over 20 mm (average) thick

base of cement mortar 1: 4 (1 Cement : 4 Coarse

Sand ) laid and jointed with cement slurry and pointing

with white cement slurr admixed with pigment of

matching shade including rubbing, curing and polishing

etc. complete as specified and as directed by the

Engineer-in-Charge.

Polished Granite stone slab oa all colour and

texture except Black, Cherry/Ruby Red

118 Providing and laying 18mm thick Granite of specified 460.00 Sqm 3,136.05

size colour, shade and of approved make, in skirting,

risers of steps, dado, cladding , sill and jambs of

door, window & ventilation frame with mini. two

coat of construction chemical and as per

manufacture specification incl. rubbing and polishing,

rounding edge and All joints filled with coloured cement

putty as per architect detail and wiped to give sharp

joints with flush pointing and washed as direction by

119 Providing and laying polished Kota stone slab 15.00 Sqm 992.66

flooring over 20mm (Average) thick base of cement

mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with

grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc.

complete. (A) 25 mm thick

120 Providing and laying polished kota stone slab 25mm 9.00 Sqm 1,187.79

thick in risers of steps,skirting Dedo and pillars laid

on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse

sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.

121 Making 3 nos. of anti skid grooves 3mm x 3mm deep 325.00 Rmt 143.42

on top of staircase tread at front as shown in the

drawing. (Measurement will be done in Rmt for a set

of 3 no grooves together)

122 Providing and laying chequered precast cement 25.00 Sqm 528.01

concrete tiles 22mm thick with aggegate of sizes upto

6mm in floors, treads of steps and landings on 20mm

thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M.

1:1.5(1-Lime putty : 1.5 coarse sand) joint with neat

cement slurry with pigments to match the shade of the

tiles etc,complete as per direction of Engineer-in-

123 Providing and laying tactile tile (for vision impaired 15.00 sqmt 2,037.78

persons as per standards)

of size 300x300x9.8mm having with water absorption

less than 0.5% and conforming to IS: 15622 of

approved make in all colours and shades in for outdoor

floors such as footpath, court yard, multi modals

location etc., laid on 20mm thick base of cement mortar

1:4 (1cement : 4 coarse sand) in all shapes & patterns

including grouting the joints with white cement mixed

with matching pigments etc. complete as per direction

of Engineer-in-Charge.

Total of Flooring Work

WHITEWASHING, COLOUR WASHING,

DISTEMPERING AND OTHER FINISHES.

124 Providing and applying Wall painting (three coats) 7,049.00 Sqm 153.54

with plastic emulsion paint of approved brand and

manufacture and two coats of acrylic lapy ( putty) &

two coats of primer of approved brand and manufacture

on under coated wall & ceiling surface to give and even

shade including throughly brushing the surface free

from mortor droppings and other foreign matter and

sand paperd smooth on new work to give an even

shade.for all height.

125 Providing and applying Ceiling painting (three coats) 3,277.00 Sqm 158.95

with plastic emulsion paint of approved brand and

manufacture and two coats of acrylic lapy ( putty) &

two coats of primer of approved brand and manufacture

on under coated wall & ceiling surface to give and even

shade including throughly brushing the surface free

from mortor droppings and other foreign matter and

sand paperd smooth on new work to give an even

shade.for all height.

126 White washing with lime on wall surface (two coats) 126.00 Sqm 12.41

to give an even shade including thoroughly booming the

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

foreign matter. for all height

127 Providing and applying Texture plaster with primer & 2,462.00 Sqm 380.77

weather proof emulsion paint finishing with texture

material of approved make in 3mm to 4mm thickness

on previously plastered surface, including Plaster

Groove 6mm thickness or Tape Grooves 35 to 45mm

thickness or as required, in all position including

preparing the surface, scaffolding etc. complete.

128 Painting two coats (excluding priming coat) on new 29.00 Sqm 87.81

steel and other metal surfaces with enamel paint

brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn

the surface of all dirt, dust and other foreign matter.for

Total of Whitewashing, Colour washing,

Distempering and other finishes

WATERPROOFING WORK

129 Providing and laying water proofing treatment on 1,343.00 Sqm 828.20

terrace with ceramic tile floor with epoxy grout with

mm groove including applying neat cement slurry

2.75kg/cm2 on cement admixed with water proofing

component after cleaning the surface /laying cement

concrete with brick bat 75 mm to 100 mm thick with

50% of C.M. 1:5 to required slope including ramming at

junction of wall and slab after two days of proper curing

applying broken china mosaic flooring for plain and

curve surface 12mm to 20mm white colour ceramic

tiles to be laid over 12mm thick cement mortar bedding

of CM (1:3) to plain and slop and to be tampered to

bring mortar cream up to surface with using white

cement and incl. Rounding of junctions and extending

them up to 30 cm along the wall and curing with bends

any patterns or design as per drawing and direction incl.

130 Providing composite water proofing treatment to 77.00 Sqm 747.50

floor and walls of water tank, w.c. & bath area,

through approved agencies preparing floor and wall for

water proofing work/ by chasing/cutting as per the

companies requirement. First by providing and applying

cementitious crystalline based waterproofing for

concrete rafts, walls, water tanks, slabs, concrete floors

etc. with Epoxy coating. The application to be done

from positive side on a wet open pore concrete surface

with brush @ to 1 kg/ sqm as per mfg.'s specification.

After testing with ponding after 7 days, a layer of

plaster with waterproofing compound/ admixture about

25 mm thick in the floor / depression and about 18 mm

on the sidewalls / depression upto the floor level shall

be provided over the surface treated with crystalline

powder. The waterproof plaster about 18 mm thick to be

continued on the walls above the floor level for a height

of 600 mm with surface suitable to receive further

finishing treatment all complete as per companies

specifications and instructions and as directed for all

heights and floors. The round vata shall be included in

this in sq.mt. and shall be taken upto top of round on

131 Providing and filling with scrap of AAC block (good 44.00 Cum 2,824.97

quality) as a cinder as directed by engineer in charge in

sunks in layers of 15 cm thk including watering placing

ramming well etc. as directed.

TOTAL OF WATERPROOFING WORK

Miscelleneous Building Work

132 Steel work welded, in built up sections, framed 918.00 Kg 84.13

work including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint & Painting two

coats oil paint. (A) In beams and joists, channels,

angles, tees, flats with connecting plates or angle cleats

as in main & cross beamnship & jack rafters, purlins

connected to common rafters and like.

133 Carring out plinth treatment to post construction / 1,188.00 Smt 105.95

existing structure by spraying chemical solution for

termite control treatment including labour and

material consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-

II Consentration Weight one percent is recommended

i.e one litre 20 EC chemical emulsion with 19 liter give

1 % concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

134 Speed Breaker : 100.00 Rmt 3,762.25

Providing and fixing Speed breakers / bumpers having

capacity 50 tons for the driveways and ramps. Black

and Yellow color high intensity PVC speed bumps

marked with reflective tapes, having section of size

L750 MM x 250MM x75 MM shall be fixed as per length

4 nos (2 black, 2 yellow) and design with anti skid

pattern for grip filling cement inside. The speed

breakers shall be installed at adequate spacing, with

the help of mounting hardware, pre-drilled holes, butyl

tapes, spike bolts, etc., inclusive of all labours and

materials.The Work shall be carried out as per

manufacturer's instructions , detailed drawings and

Architect/EIC instructions.

135 Car Stopper : 35.00 No. 681.75

Supplying and fixing PVC Car Stopper of black with

yellow reflective sheeting at parking areas having size

of (L)500mm x (H)160mm x (W)150mm, fixed with

stainless steel flathead fastener flush and plastic

cement adhesive according to manufacturer

instructions, detailed drawingand Architect/EIC

136 CONVEX MIRROR : 4.00 No. 4,231.90

Supplying, Installating, Testing & Commissioning of

Convex Mirror having size 32" (800 mm) fixed on pole

or wall. ABS Plastic and Mirror with back frame made of

Unbreakable Polycarbonate etc, as per manufacturer's

instructions , detailed drawings and Architect/EIC

137 Supplying, Installating, Testing & Commissioning of 1.00 No. 1,414.00

Queue manager with Height of the Post 950 mm

(Approx.). Material & Finish Mild Steel - Epoxy Powder

Coated. Base Mild Steel having 300 mm diametre.

Weight of the Post 9-10 Kgs Approx. Belt width 48 mm

and Length 8.5 feet or 2.0 Meters (Approx.) Belts

Polyester with Custom Color, Screen & Digital Print

options will be indicated on final stage. Connectivity

Receiving & 1 Extension end for 4 way connectivity.

138 Providing and fixing Parking Signage of Reflective 10.00 Sqm 227.25

Media and ACP sheet panelling with specified size as

per manufacturer's instructions , detailed drawings and

Architect/ EIC instructions.

139 CORNER GUARD : 80.00 Rmt 2,525.00

The system fixed to brick/RCC wall at the corner from

finished floor level. Adjustable end cap. High impact

vinyl acrylic snap-on matt finished. The corner guard

must be 50 mm x 50 mm , as specified by the client in

size with aluminum retainer and rigid vinyl, must have

1.5 mm thick aluminum retainer, must have 2 mm thick

scratch and stain resistance rigid vinyl cover, should be

coated with antifungal and antibacterial chemical. the

system shall be designed to withstand impact. making it

ideal for areas like high traffic corridors and corners. the

vinyl cover should be fire retardant according to the

norms and should have test certificates of that. it must

be according to ROHS compliances. The material

should come the ROHS certification from govt approved

lab. texture to provide an anti-slip surface , it should

have adjustable end cap .aluminum retainer should be

in mill finish and fabricated from 6063-T5 alloy etc

complete, As per drawings and design supplied by

architect and instruction given by authority and E.I.C.

140 WALL GUARD : The system fixed to brick /RCC wall at 3.00 Rmt 4,848.00

300mm high from finished floor level comprising

continuous aluminum rail retainer, 2 impact absorbing

strip, end cap and high impact vinyl acrylic snap-on

textured surface cover. The wall guard must be 152mm

wide, as specified by the client , must have 1.5 mm

thick aluminum retainer, must have 2 mm thick scratch

and stain resistance rigid vinyl cover, should be coated

with antifungal and antibacterial chemical. the system

shall be designed to withstand impact and provides a

cushioned surface with its integrated rubberized

absorber, making it ideal for areas like high traffic

corridors, loading bays and light cargo lifts. the vinyl

cover should be fire retardant according to the norms

and should have test certificates of that. it must be

according to ROHS compliances. The material should

come the ROHS certification from govt approved lab.

texture to provide an anti-slip surface , it should have

adjustable end cap , corner joint and adaptor plate

.aluminum retainer should be in mill finish and

fabricated from 6063-T5 alloy .

141 Road marking with hot applied thermoplastic paints with 54.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @

250gms per sqm area, thickness of 2.5mm is excluding

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

finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should

provide liminance coefficinet on cemend road shalll be

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

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

The marking should meet the performance criteria for

night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

142 Supplying and fixing cat eye (Stimsonite) made out from 20.00 No. 375.72

Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

143 Pro. And fixing single layer water proof gypsum board 1,251.00 Sqmt 606.95

12.5 mm thick sections using water proof board of size

1220 mm x 1830 mm x 8.0 mm suspended by GI

suspender channel of size 25 mm x 3 mm with

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

at 1220 mm center to center ceiling section of size

mm x 35 mm x 0.55 mm at 457 mm c/c and perimeter

channel A of size 20 mm x 27 mm x 30 mm x 0.5 mm at

edges & drops incl.paper tap sand sofit cleat, anchor

fastener,scoch bolt connecting cleat,joining compound

top coat on ceiling incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail drawing as

Total of Miscelleneous Building Work

144 Providing and fixing concealed center point to wall 125.00 Metre 166.86

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor

145 20 mm dia 11.00 Metre 205.00

146 25 mm dia 46.00 Metre 249.72

147 32mm dia 100.00 Metre 333.66

148 40mm dia 22.00 Metre 442.04

149 50mm dia 30.00 Metre 653.77

150 63mm dia 10.00 Metre 728.21

151 Providing and fixing gun metal gate valve with C.I. 5.00 No. 1,525.10

wheel of approved quality (screwed end) :

152 Providing and fixing gun metal gate valve with C.I. 5.00 No. 2,126.05

wheel of approved quality (screwed end) :25mm dia

153 Providing and fixing gun metal gate valve with C.I. 1.00 No. 2,953.24

wheel of approved quality (screwed end) :

154 Providing and fixing gun metal gate valve with C.I. 2.00 No. 3,903.65

wheel of approved quality (screwed end) :

155 Providing and fixing gun metal gate valve with C.I. 2.00 No. 5,728.72

wheel of approved quality (screwed end) :

156 Supply,Installing, tesitng and commissioning cpvc ball 12.00 No. 690.84

valve working pressure of 10 kg/cm2 etc. including

providing of connectors, flanges, nuts, bolts, gaskets,

etc as per drawings, specification and as directed by

157 Supply,Installing, tesitng and commissioning concealed 2.00 Nos 4,332.90

forged brass lever operated ball valve of full flow with

forged brass ball (Machined to mirror smooth finish with

hard chrome plated) and spindle with setting and gland

of superior quality having minimum working pressure of

16 kg/cm2 etc. including providing of connectors,

flanges, nuts, bolts, gaskets, etc as per drawings,

specification and as directed by the Project Manager.

158 Providing and Supplyng gun metal non return valve 2.00 Nos 1,459.60

159 SOIL, WASTE, VENT PIPES & FITTINGS 190.00 Mtr. 831.22

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI

14735-1999 of approved make for drainage system

pipe line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall using of

PVC clamp of the size 160 mm diametre x 210 mm

length x 196 mm heigh at every 2000 mm center to

center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

160mm outer dia.

160 SOIL, WASTE, VENT PIPES & FITTINGS 741.00 Mtr. 835.15

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

110mm outer dia.

161 SOIL, WASTE, VENT PIPES & FITTINGS 107.00 Mtr. 714.07

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size

110 mm diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be concealed

in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost

of all materials.

75 mm outer dia.

162 Providing and fixing Floor drain in polished chrome IS 73.00 Each 2,631.05

14735 for drain - 100 mm diameter with jali of the

following nominal diameter of self cleansing design with

C.I scread down or hinged grating including the cost of

cutting and making good the walls.

163 Providing and fixing Floor drain in polished chrome IS 19.00 Each 2,025.05

14735 for drain - 75 mm diameter with jali of the

following nominal diameter of self cleansing design with

C.I scread down or hinged grating including the cost of

cutting and making good the walls.

164 Providing and fixing water closet squatting Pan 4.00 Each 935.36

(Indian type W.C. Pan) size 580MM X 440MM of

(Earthwork, bed concrete, foot reste and trap to be

measured and paid for separately) (A) Vitreous

pattern = White colour .(For Common Toilet)

165 Providing and fixing Wall Hung WC CERA or 4.00 Each 10,211.10

Equivalent Make with integral P or S trap including

jointing the trap with soil pipe in Cement Mortar 1:1 (1-

Cement : 1-fine sand) plastic seat and cover etc.

complete,(A) vitreous China Pattern :(i) in white colour

166 Providing and fixing wash down water closet 27.00 Each 1,303.71

(European type, W.C. Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement

Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to

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

Pattern :(i) in white colour .(For Common Toilet)

167 Providing and fixing chromium plated brass half trun 4.00 Each 3,542.07

flush cock of CERA or Equivalent Make approved

quality including fixing in pipe line etc. complete.(i)

168 Providing and fixing chromium plated brass half trun 16.00 Each 254.78

flush cock of approved quality including fixing in pipe

line etc. complete.(i) 20mm dia..(For Common Toilet)

169 Providing and fixing chromium plated brass health 4.00 Each 1,503.89

faucet of CERA or Equivalent Make approved quality

including fixing in pipe line etc. complete.(iii) 25 mm dia.

170 Providing and fixing chromium plated brass health 27.00 Each 905.97

faucet of approved quality including fixing in pipe line

etc. complete.(iii) 20 mm dia. .(For Common Toilet)

171 Providing and fixing washbasin with single hole for pillar 4.00 Each 4,247.05

tap of with ceramic drain CERA or Equivalent Make

with C.I. or M.S. brackets painted white including sutting

holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

568 mm x v 400mm size. (i) In white colour.

172 Providing and fixing washbasin with single hole for pillar 15.00 Each 1,414.18

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour..(For Common

173 Providing and fixing chromium plated, Bottle trap 4.00 Each 2,333.10

CERA or Equivalent Make with necessary couplings of

approved quality for wash basin.(32mm Size with

350mm & 190mm Long Wall Connection)

174 Providing and fixing chromium plated, bottle trap with 15.00 Each 295.80

necessary couplings of approved quality for wash

basin.(For Common Toilet)

175 Providing and fixing Pillar tap of CERA or Equivalent 4.00 Each 2,919.91

Make, capstan head, screw down high pressure with

screws, shanks and back nuts. (i) 15mm dia.

176 Providing and fixing Urinal or approved quality including 12.00 Each 1,036.27

conecting the Urinal with waste pipe , tap etc.

complete.(A) White earthenware flat back or corner type

size 430mm x 260mm x 350mm...(For Common Toilet)

177 PTMT - Urinal Spreader 15 mm 12.00 No. 60.60

178 Providing and fixing Stainless steel A ISI 304 ( 18/8) 2.00 Each 5,481.27

kitchen sink ( CERA Or Equivalent ) as per IS

with CI brackets and stainless steel plug 40 mm

including painting of fittings and brackets, cutting and

making good the walls wherever required Kitchen sink

179 Providing and fixing screw down bib taps of CERA or 35.00 Each 3,601.66

Equivalent Make of following size.(A) Brass screw

down bib tap polished bright. (i) 15mm dia.

180 Providing and fixing PVC conceal flushing cistern 10 4.00 Each 14,738.93

litre capacity with all fittings and fixtures complete as

per technical specifications, drawings and directed by

the Project Manager.

181 Providing and fixing Flushing cistern P.V.C. with fittings 27.00 Each 1,668.52

12.5 Litre high level with A pair of C.I. or Mild steel

brackets, complete with fittings such as syplionic

arrangement, 15mm nominal size brass ball valve with

polythene float, lever G.I. China (60 cm. ) and pull union

and couplings for connections with inlet, outlet and

overflow pipes etc. including cutting holes in walls and

making good the same .

182 Providing and fixing Square toilet tissue holder with 4.00 Each 1,623.07

cover in polished chrome as per standard

manufacturing specification.

183 Providing and fixing 610mm towel bar in polished 4.00 Each 2,544.19

chrome as per standard manufacturing specification.

184 Providing and fixing Soap dispenser and holder with 4.00 Each 3,222.91

frosted glass bottle in polished chrome as per standard

manufacturing specification.

185 Providing and fixing Hidden square floor drain in 4.00 Each 2,835.07

polished chrome as per standard manufacturing

186 Supply,Installing, testing and commisssioning 15mm 8.00 Each 2,250.28

C.P. brass angle valve with C.P copper connecting

pipe 450 mm long and nuts, washer with C.P. brass

flange complete, including cutting and making good the

walls, wherever required as per technical specifications,

drawings and directed by the EIC

187 Providing and fixing 600mm x 450mm bevelled edge 16.00 Each 833.73

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to

wooden pluge with C.P. brass screws and washers.

188 Providing & fixing 110 mm dia. PVC " Cowl Vent" of 6.00 Each 88.88

ISI make of working pressure 4 Kg/sq.cm. with

adhesive solvent cement etc. in true line and level etc.

complete as directed by Engineer In charge.

189 Providing & fixing 160 mm dia. PVC " Cowl Vent" of 6.00 Each 94.94

ISI make of working pressure 4 Kg/sq.cm. with

adhesive solvent cement etc. in true line and level etc.

complete as directed by Engineer In charge.

190 Providing and fixing S.W. gully trap with C.I. grating 10.00 Each 1,292.19

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

frame of 300mm x 300mm size (inside) with standard

weight.(i) Square mouth traps. (A) 100mm x 100mm

191 Providing and fixing Ball cock of approved quality as 10.00 Each 1,185.74

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

192 Constructing brick masonry chamber for underground 10.00 Each 7,180.44

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/ Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete. (iii) Inside dimensions 600mm

x 850 mm and 450mm deep for pipe lines with three or

193 Supplying and fixing reinforced concrete heavy duty 120.00 Rmt 649.92

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal

daimeters.(i) 300mm dia.

Total of Plumbing Work

NAME OF WORK : CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P 01, F.P 495 FOR SANAND NAGARPALIKA AT

ELECTRICAL WORK

Quantity Item Rate Unit Amount

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

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

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for Individual Plug with & earth wire

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

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

[II] For 16A Plug and 16 amp switch with 2-2.5

sq.mm Cu. Wire from mcb db board.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for on board Looped Plug with 6A

Modular type switch & 5 pin socket erected on

PVC / Metallic/Wooden box, single mounting

4 164.00 Ea base frame covered with textured / metallic/white 257.55 Ea

front plate modules erected on / in wall / ceiling

with following type accessories

Providing following type of Modular Type

Accessories mounted with PVC /

metallic/Wooden box, single mounting base

frame covered with textured / metallic/white front

plate , modules erected with necessary

connections as per site situation directed by

Engineer In charge.

(8) Computer RJ-45 socket Cat III

(10) 6/16Amp. Universal socket

6 29.00 Ea Cat III 199.98 Ea

(2) One No 5 pin plug

7 56.00 Ea Cat III 151.50 Ea

(13) 6A/10A/16A/20A/25A/32A Single pole

8 29.00 Ea Modular MCB Switch 310.07 Ea

Providing and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to

be erected on/in wall or ceiling erected with

9 2000.00 Mtr necessary PVC fittings & Junction boxes fixed 24.24 Mtr

with adhesive solution & Clamps with following

dia of pipes, in approved manner as directed

Supplying and laying UPVC cable trunking

system comprising unplasticised polyvinyl,

chloride rigid material with ignition free and

flame proof confirming BS with necessary end

caps Internal and external bend, flat bends,

coupler, tee etc..All necessary accessories and

measuring of following sizes(1) 75 mm x 50 mm

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

(a) 2 wire 1.5 sq. mm

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

(b) 2 wire 2.5 sq. mm

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

(a) 2 wire 4 sq. mm

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

(g) 4 wire 4 sq. mm

(A) with medium class Rigid PVC pipe and

16 140.00 Mtr accessories 260.58 Mtr

(h) 4 wire 6 sq. mm

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 - 227 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.

18 20.00 Mtr (e) One wire 6.00 sq. mm 56.56 Mtr

19 20.00 Mtr (f) One wire 10.00 sq. mm 91.91 Mtr

20 20.00 Mtr (g) One wire 16.00 sq. mm 142.41 Mtr

21 20.00 Mtr (h) One wire 25.00 sq. mm 236.34 Mtr

22 20.00 Mtr (i) One wire 35.00 sq. mm 300.98 Mtr

23 20.00 Mtr (j) One wire 50.00 sq. mm 470.66 Mtr

Supplying & erecting approved make LAN cable

24 3000.00 Mtr of following size in existing pipe as per direction 47.47 Mtr

Providing & erecting Switch board for

Computer or electric apparatus consisting of

following modular type accessories mounted

with PVC / Metallic concealed/open box with

single mounting base frame covered with

textured/metallic /white front plate,modules

erected with necessary connections as directed1

no. 6A/16A universal plug-switch combined.3

nos. 6A Switch3 nos. 6A 5 pin Plug For

Modular Type AccessoriesCat III

Supplying & erecting Electronic Type Cordless

Call Bell erected on PVC/Metal board having

portable bell push working on D.C. & bell on

230V A.C. supply with cells / battery

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,

27 24.00 Ea Luminaire efficacy> 85 lumens/watt ,LED 295.93 Ea

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

(iii) 18-20 Watts, Surge - 2KV,IP-20,

conventional 4 feet

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 pressure

die cast powder coated and high U.V. &

corrosion resistance with diffuser housed in

aluminium casted body with company

160V to 270V,Power Factor more than 0.95,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

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) Square/ Circular shaped Surface/Recessed

Mount Downlight with provision for spring loaded

mounting clips complete.IP20

(iii) 16-20 watts, Surge-2 KV

(B) LED Panel Light with provision for Plane

front frame with translucent cover fixed to

29 76.00 Ea housing complete.IP20 1794.77 Ea

(vi) 36 watts, 24" x 24", Surge- 2KV

(A) Square/ Circular shaped Surface/Recessed

Mount Downlight with provision for spring loaded

mounting clips complete.IP20(ii) 11-15 watts,

Surge-2 KVCat III

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

K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 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.)

(A) Street Light (IP-65), Surge protection -4KV

integral and ,Light must have 440VAC line

supply with over-voltage protection.

(ii) above 48 to 60 Watts

Providing and erecting Approved make Four

pole moulded case circuit breaker having

breaking capacity ICU of 25 KA. at 415 V,having

normal current rating up to 25 A to 100A. with

32 1.00 Ea Fixed thermal & magnetic release suitable to 6173.12 Ea

work on A.C. supply 50 c/s. with all internal

connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

Providing and erecting Approved make Four

pole moulded case circuit breaker having

breaking capacity ICU of 35 KA. at 415 V.

having normal current rating 125A. with Fixed

33 9.00 Ea thermal & magnetic release suitable to work on 8055.76 Ea

A.C.supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S. housing.

ICS=100% of ICU only Cat III

Providing and erecting Approved make Four

pole moulded case circuit breaker having

breaking capacity ICU of 35 KA. at 415 V.

having Normal current rating 200A.with variable

34 1.00 Ea Thermal & magnetic release suitable to work on 16221.61 Ea

A.C.supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S.housing

ICS=100% of ICU only Cat III

Providing and erecting following additional parts

for panel mounting MCCBs

35 8.00 Ea (A)Extended operating rotary handle with pad 873.65 Ea

lock with three position trip,off,on suitable for

25A to 250 A panel mounting cat-III

Supplying and erecting triple pole & neutral

440V / 500V panel mounting Copper Busbars

with four equal Nos. of electrolyte bus having

current density not more than 1.6 Amp. / sq.mm

(Rated current / cross section area) duly

Rn. wrapped with colour insulating tape for phase Rn.

Mtr. sequence of following current carrying capacity, Mtr.

erected with necessary bus bar supports

/insulators, main cable socket to each bar,

erected in existing cubical panel with necessary

(C) Suitable for 300 Amp. capacity

providing and erecting Miniature circuit breaker

single pole 6A to 25A suitable to operate on

37 316.00 Ea V A.C. system and having breaking capacity 10 112.11 Ea

KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark

Providing & erecting 240 V MCB double pole

switch for motor & inductive load (C Curve)

38 2.00 Ea having 10 KA breaking capacity & confirms to IS 299.97 Ea

: 8828 in existing box having following capacity

(A) 6 to 32 Amp. Cat III

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

39 6.00 Ea breaking capacity & confirms to IS :8828 in 737.30 Ea

existing box having following capacity (c)63

Providing & erecting 415 V MCB Four Pole for

Motor & Inductive Load (C Curve) having 10KA

40 14.00 Ea breaking capacity & confirms to IS :8828 in 668.62 Ea

existing box having following capacity

(b)40 Amp. Cat III

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

(b) sheet steel double door

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

42 8.00 Ea company of MCB to be used) suitable for 2913.85 Ea

(B) three phase incoming and single phase

horizontal type outgoing Per phase isolation

(b) sheet steel double door

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

43 7.00 Ea company of MCB to be used) suitable for 3412.79 Ea

(B) three phase incoming and single phase

horizontal type outgoing Per phase isolation

(b) sheet steel double door

(B) three phase incoming and single phase

horizontal type outgoing Per phase isolation

(b) sheet steel double door

Supplying & erecting Sheet Steel powder coated

Cable end termination Box to be mounted on

Top or Bottom of the MCB Distribution Box for

housing/covering Extra wires & Cables, suitable

for following size of MCB DB Box.

(A) Single Phase 4 Way

providing and erecting Approved make RCCBs

conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of

KA and suitable for operation on single phase

240 V,50Hz. having characteristic of quick action

& tripping with all advance feature & do not

incorporate any electronic component. for

following Max. rating erected as directed

Providing and erecting Approved make RCCBs

conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of

KA and suitable for operation on 3 phase and

47 4.00 Ea neutral 415V,50Hz. having characteristic of 3040.10 Ea

quick action & tripping with all advance feature &

do not incorporate any electronic component for

following Max. rating erected as directed.(iii)

Amps. FP Cat III

(ii) 40Amps. FP

Providing & erecting Medium Voltage Danger

Notice Board sticker as per language suggested

by engineer incharge of standard size as per IS-

Providing and erecting HOT deep Galvanised

iron strip wire 8 to 16 SWG.

Providing and erecting Pipe type earthing having

150 cms.long and 2.5 cms. dia. galvanised iron

51 10.00 Ea pipe with coupling and buch buried in specially 368.65 Ea

prepared earth pit complete with necessary

SWG earth wire.

For using salt and charcoal / coke as required

for pipe type earthing.

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.

(A)(approved make OEM has to submit test

certificate including value of earth resistance of

53 1.00 Ea installation duly stamped and signed by agency 5760.03 Ea

and officer Incharge has to ensure the value of

earthing resistane mentioned in test Certificate)

& having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:-

ohm / 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 retain

moisture for long time Necessary test report

must be submitted by Agency.

(b)For Electrical installation up to 11 KV in

Length of Pipe : 2.00 mtrs

Back filling Compound :1 no. Bag of 25 Kg.

(a) For Electrical Installation up to 440V in

54 9.00 Ea Length of pipe - 1 Mtr 4591.46 Ea

Back filling compound - 1 Nos Bag of 15 Kg.

Providing & erecting weather proof, dust &

vermin proof, floor mounted front operated

indoor type cubical panel board necessary IP-

42 and above protection as per approval from

engineer incharge made from 14 SWG thick

CRC M.S. sheet for outer body & doors,

SWG thick CRC M.S.sheet for internal partitions

with necessary accesories , supporting angles/

flats channel including cutting, bending, drilling,

welding, riveting with internal partitions & cable

alley as per requirements & instruction of

55 5.00 engineer-in-charge with erection of supplied 10468.65

switch gears, BUSBARS, suitable size of inter

connecting PVC copper wire / copper-aluminium

strips, rubber grommets, rib, bakelite control

fuses/MCB for measuring instruments, earth

bus & earth bolts, foundation flange - bolts-base

Plates, sufficient nos. of hinged doors, handles

with locking arrangement and rubber

gasket,heavy duty end terminal

connection,danger notice board,necessary

ventilation,earthing strip complete. The Panel

shall be painted with epoxy powder coating.

(The rates excludes the cost of switchgears, bus

bars, inter connecting mains & Copper

Aluminium strips, meters, Fuses etc. The

dimension shall be measured excluding base

beams) The panel shall be supplied with

following approved manufacturers with following

size.(A) locally fabricated panel board (i) with

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

60 20.00 Mtr necessary clamps or in existing trench / pipe of 731.24 Mtr

following size of cables

(G) 3 1/2 core 150 Sq. mm ( 70 Sq. mm 1/2

Providing and erecting XLPE(IS:7098)(I)-88 ISI

armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

61 250.00 Mtr necessary clamps or in existing trench / pipe of 284.82 Mtr

following size of cables

(C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables

(C) 4 core 10 Sq. mm

Providing and erecting XLPE (IS:7098)(I)-88 ISI

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables

(B) 4 core 6 Sq. mm

Making trench in soft soil of suitable width of

cm deep for laying cable or locating the fault all

over the run and back filling the same and

making the surface as normal ground.

Providing & laying approved make Double

walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with

65 necessary connecting accessories of same

material at required depth in existing trench for

laying of cable. below ground / road surface for

enclosing cable

66 300.00 Mtr (A)50 mm outer dia 62.62 Mtr

67 100.00 Mtr (C))90 mm outer dia 95.95 Mtr

Providing and, fixing heavy duty flange type

brass cable gland with rubber ring for PVC

68 insulated armoured cable complete with out

going tails, insulating tape etc for following size

70 20.00 Ea (B) 2 to 4 core 6 Sq. mm 38.38 Ea

71 20.00 Ea (C) 2 to 4 core 10 Sq. mm 38.38 Ea

Providing and, fixing heavy duty flange type

brass double compression type cable gland

72 with rubber ring for PVC insulated armoured

cable complete with out going tails, insulating

tape etc for following size of cables.

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

Providing and fixing approved make Perforated

C type cable tray. Made from sheet steel. The

cable tray should be single or double bended as

per required and as per IS 2062/1079 and shall

be coated with hot dip galvanizing as per IS

Rn 2629/4759. with max 17.5% perforation with Rn.

Mtr. coupler plate / Fish plate and GI hardware like Mtr.

nut - bolt and washers etc. erection with

necessary support( included) as per

Specification and as per instruction of engineer

(3) 150 X 50 X 1.6 mm Thick

Providing & erecting Approved make Power

Saving 50 Watt Ceiling Fan with double ball

bearing ISI mark with Condenser 230 volt A.C.

81 94.00 Ea 50 Hz 1200 mm sweep complete having 1948.29 Ea

3blades with aluminium blades with , canopy &

30 cm. down rod erected with earthing.(Make

shall be approved by Engineer in charge))

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

Supplying and erecting approved make

oscillating type medium duty bracket fan with

Aluminium Blades A.C. 23OV. 50cy/s, with

thermal overload protection wall mounted with

83 56.00 Ea height adjustment and rotary tilting device 3518.84 Ea

complete with guard, pull cord for speed and

oscillation flexible Core plug top complete

erected with lead wires as directed.

Supplying and erecting approved make

Octagonal pole made from HR sheet steel. The

pole should be made as per IS. and shall be

coated with hot dip galvanizing as per IS

2629/2633/4759, suitable suspend local wind

speed with integral Junction box consist of

terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for MCB

84 10.00 Ea Mounting, stud type terminal and arrangement 6874.06 Ea

for cable termination to be erected With Suitable

foundation (Included) as per details given by

manufacturer considering site requirement.

(C) 5 Mtr. Long 70 mm Top X 130 mm bottom

dia, 3 mm thickness with

200mmX200mmX12mm base plate, 4-M16 Bolts

and 600mm long with necessary G.I. J Bolts

.Approx Pole weight 46 kg

Supplying and erecting Street light pole bracket

comprising main B Class GI pipe of

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

85 10.00 Ea brackets and having spread of 0.5 mtr. Length 622.16 Ea

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.

[B] Double Arm Bracket 0.5 Mtr

Supplying & erecting approved make IP

grade Company fabricated Timer Panel of

following capacity for switch On-Off street lights

on time scheduling basis made from 16G CRCA

sheet duly epoxy power painted inside and

outside with hinged doors and locking

86 1.00 Ea arrangement consisting of suitable size of 4 Pole 13350.18 Ea

MCB and 4 pole contactor (cat-III)with analog

time switch, auto manual switch of same make

and suitable input and output Bakelite terminals

and with door earthing approved by Engineer in

Providing & erecting, programming, testing of

chairman unit microphone with flexible stem of

480 mm in length and light ring built in loud

speaker ,two head phone socket ,attractive

design ,priority button for chairman

microphone,built in volume control for head

87 1.00 Ea phones,chime tone facility to precede chairman 5992.33 Ea

priority calls,microphone on/off button,red

indicates for microphone is active,frequency

response -400Hz to 10kHz,nominal acoustic

input -85 dB SPL [[Approved by Competent

Authority i.e. not Below the rank of Executive

Providing & erecting, programming, testing of

Delegate unit microphone with flexible stem of

480 mm in length and light ring built in loud

speaker ,two head phone socket ,attractive

design ,built in volume control for head

phones,chime tone facility to precede chairman

priority calls,microphone on/off button,red

indicates for microphone is active,frequency

response -400Hz to 10kHz,nominal acoustic

input -85 dB SPL [[Approved by Competent

Authority i.e. not Below the rank of Executive

Supplying & erecting Amplifier having following

Power Output :250W (RMS) (300W Max.)

inputs : 6 Misc. & 2 Aux.

frequency Response :50-1500HZ I3db

Tone Controls :Cut & Boost type

89 1.00 Ea LED Meter :5 LED Arrays 11298.87 Ea

The amplifier suitable to operate 240V A.C.&

24volt D.C. (Battery) with automatic changeover

from AC to Battery operation, duly protected by

wrong Battery Polarity connections. [[Approved

by Competent Authority i.e. not Below the rank

of Executive Engineer ]

Supplying and erecting wall mount speaker with

rated power of 30 watt/power tapping 30/15/7.5

watt available,opening angle 180 degree H *

90 6.00 Ea degree V ,sound pressure level 88 dB 2569.44 Ea

,frequency response of 70Hz to 20KHz

[[Approved by Competent Authority i.e. not

Below the rank of Executive Engineer ]

Supplying & erecting control Amplifier

comprising Two nos. MIC volume control, One

Aux. Volume control BASS & TREBLE control,

Master Volume Control, Line Level Control, LED

Array, input jack, selector switch, PREAMP

/REEK output to facilitate recording. PA Amplifier

section operating on AC 220- 240V or 12 V DC,

with power output 70W ROMS max. & input of

X MIC 0.6mv / 4.7 K.Ohms & I x Aux. 50mv /47

K.Ohms with frequency response 90-16000 Hz

with two 7 pin line connectors & capable up to

50 conference units. [Approved by Competent

Authority i.e. not Below the rank of Executive

SITC of extension cable between the units or

between the controller and unit -2 meter long

[Approved by Competent Authority i.e. not Below

the rank of Executive Engineer ]

SITC of extension cable between the units or

between the controller and unit -15 meter long

[Approved by Competent Authority i.e. not Below

the rank of Executive Engineer ]

SITC of 3LCD Lamp based projector having

wxga (1280x800) or better resolution with

minimum white brightness of 3800 lumens and

color brightness of 3800 lumens. The projector

should have minimum 1HDMI,1VGA input.

Having contrast ratio of 15000:1 or more. the

projector should have auto vertical key stone

correction of +/- 30 degree and Manual

94 1.00 Ea Horizontal of +/-30 degree. the projector should 33895.60 Ea

have optical lens, throw ratio 1.30-1.56:1. Zoom

Factor of 1.2. Lens focus Manual having focal

length 16.9mm to 20.28mm. projector should

have features like AV mute slide, quick corner

and split function and should support wireless

functionality with inbuilt wifi or wifi dongle.

[Approved by Competent Authority i.e. not Below

the rank of Executive Engineer ]

SITC of universal Projector mounting kit, with

necessary grouting, fasteners etc. with

95 1.00 Ea adjustable height and suitable for all types of 6848.81 Ea

projectors. [Approved by Competent Authority

i.e. not Below the rank of Executive Engineer ]

SITC of 120 inch Self Lock MW (8 x 6) Instalock

Slow Retraction Screen, Aspect Ratio-4:3

[Approved by Competent Authority i.e. not Below

the rank of Executive Engineer ]

Supply, Installation Testing & Commissioning

15 Mtr. HDMI Interface Cable as per the detailed

Specifications supports transmission of 4K

Signals as per the detailed Specifications

Providing and erecting Inverter based approved

make split air-conditioning unit consisting of

condensing unit with variable speed fan motor,

inverter type hermetically sealed rotary

compressor with accessories etc. duly

connected separately erected evaporating unit

and blower motor with its accessories by means

of extra supplied proper insulated copper

tubing,drain PVC pipes suitable for ( cost

includes Eco Friendly green gas charging and

15A plug top & Remote Control & MS Stand)

with necessary core cutting.

(1)For ISEER Range (KWH/KWH)(3.1 to 3.99)

(C) for 1.7 to 2 ton capacity

Supplying and erecting insulated pair of soft

copper tubing open or concealed including

power and control cable,necessary PVC drain

pipes for Split AC machine up to 4 TR capacity

Supplying & installing MS standard type stand

mounting for outdoor unit of Split A.C. upto 4 TR

capacity erected with necessary hardware

materials as directed.

Providing & erecting water cooler having

storage capacity 150 Ltr. & cooling capacity

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

101 4.00 Nos comprising of hermetically sealed compressor, 55893.40 Ea

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.

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

[C] 50 Ltr / Hr with 150 psi 2 nos booster pump

Supplying and erecting approved make panel

mounting type Digital Voltmeter having 3 digits

LED display, 0 to 750 AC Volts range erected

on existing panel board with all connection,

wiring etc .with manufacturers calibration

Supplying and erecting approved make panel

mounting type Digital Ammeter having 3 digits

LED display, external CT operated, calibrated for

104 2.00 Ea 0 to 1000 Amps suitable to operate on 500 Volt 1558.43 Ea

AC , erected on existing panel board with all

connection, wiring etc .with manufacturers

calibration certificate.

Supplying and erecting Ammeter / Voltmeter

selector switch for 3 phase AC Supply 500 V on

existing panel board with necessary

Providing & erecting L.T. Current Transformer

with bar primary 50/5 to 1000/5 ratio 15 VA

106 6.00 Ea burden erected in existing CRCA box duly 274.72 Ea

secured with insulating materials connected to

Supplying and erecting approved make suitable

107 18.00 Ea panel indicator LED type lamp, lens cover, 43.43 Ea

complete erected with necessary connections.

Note:-(a) General Features & Special Features

of the all lift items shall be taken as below.(b) for

Handicap Lifts, Minimum 10 Passengers Lift

Capacity shall be considered.same is to be

informed to architect /civil authority to keep

necessary size of lift well.(c) The lifts of 15/

and above passenger capacity shall be taken for

Hospital Lifts; Where in Description “ Stretcher

Lifts” shall be mentioned.(d) The Rates of the

following items are for the lift of Machine room

less. For Machine room Lifts, rate for Rs.

1,50,000/- shall be deducted in Total Cost for the

Lifts from 4 to 13 Passenger Lift. Rs. 2,00,000/-

shall be deducted in Total Cost for the Lifts

and above passenger capacity as extra cost.(e)

Add Rs. 80,000/- for the DUPLEX control for the

lifts up to 10 floors and add Rs. 10,000/- for

additional each floor above 10 floors.(A)

GENERAL DESCRIPTION OF LIFTS.[1] GEAR

LESS LIFT DRIVE (MRL) comprising of High

Starting torque Lift 3 phase 440 V A. C.

Permanent Magnet Synchronous motor of

proper rating with high efficiency shall be

used.[2] Micro processor based / PLC, ACVVVF,

vector control drive with encoder feedback

closed loop system shall be used for lift car and

door operation which shall be full collective

selective operation hall call demand response,

UP/DOWN hall stops, Main, Up/ Down

Contactor with overload and phase reversal

relay and safety controls.[3] Car with M S

platform with bracings of adequate size and to

sustain the impact load cabin + passenger with

safety factor of fire for steel and side panels of

Stainless steel of sheet of grade 304 duty. Car

ceiling will be S.S. finishes with aesthetic

appearance with LED ceiling lights. Car flooring

shall be of s/s 304 chaker plate design

sugeested of engineer in charge. of engineer in

charge. Car doors shall be of stainless steel

grade 304, hairline finish with centre opening /

telescopic automatic doors. Car panel will also

be S.S. 304 finished with emergency stop

device, mechanical door safety device, facility of

auto/ attended mode. All car panel buttons and

all floor switches must be with brail language as

[4] All landing doors must be fire rated for 2 hour

shall be fully automatic centre opening/

telescopic opening made of hairline finish steel

grade of 304 with key holes and infrared curtains

with Unlocking facility from outside [5]

Appropriate battery operated emergency light in

the car along with alarm switch shall be

provided. Also, Emergency Light & Fan should

start immediately without any Time Delay as

soon as power fails.[6] Digital scrolling indicator

system for up-down arrow along with floor

position indicator shall be provided inside the car

and at all floors.[7] Full height infra red curtain

with multiple cross / crossing light beams shall

be provided.[8] Automatic Rescue Device (ARD)

shall be provided accordingly of passenger

capacity with Manual Rescue Operation (

Manual Cranking Facility). [9] Audio visual

indication in the lift car showing over loading

shall be provided such that doors kept open till

excess load is removed.[10] Spring buffers/PU

Buffers shall be provided.[11] Car fan as per

passenger capacity with automatic sleep timer

shall be provided.[12] Voice annunciator with

suitable music shall be provided in lift car. [13]

Self diagnostics system for operational and

safety parameters shall be provided in control

panel.[14] Mechanical over speed governor with

governor calibration as per actual site

parameters and submission of calibration

certificate submission, door key holes in the floor

doors, fireman switch shall be provided.[15] Lift

machine hoisting arrangement in the lift machine

room and monkey ladder for lift pit should be

provided by the lift agency, along with the other

steel structure works, foundations for the

machine etc…[16] In the hoist way fascia plate

shall be provided without any extra cost, where

ever required as / if directed by engineer in

[17] Permanent wiring with necessary safety

devices like RCCB in all circuit, Over Voltage

Under Voltage protection and THD eliminator in

circuit for lift machine room and lift well with

proper numbers of light points, with fixtures,

exhaust fan and plug points shall be provided by

the agency. Only 3 phase Power Supply shall

be made available by department in lift machine

room. Necessary Earthing as per Lift Act/Rules

shall be arranged by Lift Agency.

[18] Any civil/ electrical works for additional and

alteration in lift shaft and machine room related

to erection of lift shall be made by lift agency

without any extra cost. (granite/marble fixing

around all landing door openings are not in lift