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Tender Value
₹8.6 Cr
EMD Value
₹8.6 L
Closing Date
23 Apr 2026, 5:30 pmClosed
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Chief officer
BID DOCUMENTS FOR CONSTRUCTION OF NEW NAGAR SEVA SADAN AT T.P NO. 01, F.P. NO. 495 FOR SANAND NAGARPALIKA AT SANAND (SECOND ATTEMPT)
289997
01 OF 01/25 MARCH 2025/26
Open
Civil - All
Ahmedabad
3 documents required · 3 mandatory
₹14,160
Chief Officer Sanand Nagarpalika
₹8.6 L
25 Mar 2026
25 Mar 2026
25 Mar 2026
23 Apr 2026
25 Mar 2026
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 4G5 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
agency’s scope.)
[19] Agency has to provide all working drawings
and documents and liaison services for obtaining
all necessary permission from lift inspector and
other authorities. [20] acrylic transparent
licence/display A4 size holder in lift car[20A] As
per statutory requirement of Govt. Of Gujarat lift
& escalator act 2000, lift agency has to provide
1. Car top safety barricade2. Push & talk
communication system.3. Fireman's switch
operation at Ground Floor.
4.carrying out third party lift inspection
during/after lift erection and provide report by
third party authorized by concern licensing
authority 5.agency has to provide third party
insurance upto completion of free maintenance
period and submit the document for the
same.[21] Car Panel Operating Buttons with
floor position indicator/buttons must be of Auto
Glow type clearly visible when view from inside
cabin.[22] For Physically Handicapped person
Full Length Handrails of hairline finish steel
grade of 304 should be provided at appropriate
height on the Rear & Side Wall Panels in Lift
Car. [23] With Necessary KVA rating voltage
controlled Stabilizer suitable for your controller,
drive and all equipments of lift. [24] Necessary
rating of DP Elcb and FP Elcb required for lift is
in scope of work which rating is sugested by
CEICED Department (electrical Inspector)
Supplying, Erecting, Testing & Commissioning
the passenger / stretcher lift having following
109 1.00 Ea 4/5/6 Passengers, Ground plus 3 upper floors 1116285.33 Ea
with Rated Speed of 1.0 m/sec.,
(B) With General Specification attached
herewith. Cat.III
Supply, Installation, Testing & Commissioning of
following size of Grid Tied Solar Power Plant
Solar Panels (ALMM approved): Frame Material
: Anodized Aluminum alloy Frame With Twin
Wall Profile, Front Cover : High Transmission
Low-Iron Tempered Glass (AR Coated), High
efficency and positive power tolerance Pmax:
0/+5, Module Efficiency should be approx.
19.5%-22%, Normal operating temperature
45'C, Junction Box with Waterproof IP67 & MC4
Compatible and Enclosed with Bypass diodes,
100% Electroluminescence test to ensure error
free Modules, Thep. temp. co-efficient of the PV
module shall equal or better than -0.45%/degree
C. Solar PV modules of minimum fill factor 75%
to be used. Unit Production:- More than 4.5 Unit
/kw /day (Actual)(1Year Avg) With 10 year
Product warranty and 25 year Linear Power
Warranty includes all mechanical and electrical
parameters of the Solar panel. Modules must be
complied to the DCR(Domestic content
requirements). The Ration of AC to DC is 5:6 for
the Installation capacity which are given in AC
Solar Inverter: MPPT Range: MPPT Range: 80-
1000 V , Max efficiency: 97.5% - 98.9%, O/p
Frequency: 50/60Hz, Operating Altitude (m)
≤4000, O/p Power Factor: ~1, O/P THDi: <3%,
Operating Tempreture Range: -25~60°C,
Integrated protection of Inverter are Anti-
islanding Protection, Input Reverse Polarity
Protection, Insulation Resistor Detection,
Ground fault protection, Residual Current
Monitoring Unit, Output Over Current Protection,
Output Short Circuit Protection, Output Over
Voltage Protection, PV array string fault
Protection. Protection Degree: IP65, User
Interface LCD & APP, Datalogger &
Communication: GPRS / Wi-Fi. Integrated, Input
Reverse Polarity Protection Integrated,
Insulation Resistor Detection Integrated,
Residual Current Monitoring Unit Integrated,
Output Over Current Protection Integrated,
Output Short Circuit Protection Integrated,
Output Over Voltage Protection Integrated,
Protection Degree: IP65, User Interface LCD &
APP,Datalogger & Communication: GPRS / Wi-
Module Mounting Structure: The mounting
(Rectangular pipe / square pipe / circular pipe)
with requisite cross bars, nuts and bolts, etc.
shall be Hot deep galvanized with minimum
80micron coating. The Rectangular / square
/circular hollow pipe section used for the
structure should have a minimum thickness of
2.0 mm. other than above, the material thickness
should be minimum 2.5 mm. A certificate of a
structural engineer certifying the strength and
stability of the mounting structure to withstand
the weight and wind speed of 150 km/hour
throughout the life span of 25 years of the
system, shall be submitted by the vendors. Hot
Dipped Galvanized steel coils. suitable
arrangement for base plate for foundation , solar
panel mounting, the structure should be suitable
for carry the load of solar panel,wiring, sprinkler
system etc. with necessary foundation work/wall
mount, j bolt, anchor fastner etc. the nut bolt
used for installtion of stucture should be (SS
50.00 304) quality.The ground clearance of the bottom 42156.39
most edge of solar panel shall not be less than
300 mm to 1200 mm or as per site’s
technical/feasibility requirement.a. Column –The
minimum section (thickness) should be
60MM*40MMb. Rafter - The minimum section
(thickness) should be 60MM*40MMc. Purlin -
The minimum section (thickness) should be
40MM * 40MM Balane of System with necessary
Swichgears (Suitabel size and protection of
ACDB & DCDB), inter connecting wiring,
earthing system as per the CEIG drawing
approval, lightining arrester system as per the
CEIG drawing approval, all liasoning work with
various gov. dipartment like state nodal
agency,DISCOM & CEIG is included in agency
scope (Excluding All charges namely GEDA
Application fees, Solar connectivity Charges,
Meter connectivity Charges, Meter testing
Charges and system stability/strenthning
charges.) (D) Grid Tied Solar Power System:
- 50 kW (3 - phase)
Total Project Cost without GST
ESTIMATE 03 :- COMPOUND WALL AND GATE
SR. ITEM DESCRIPTION QTY RATE. UNIT AMOUNT
1 Excavation for foundation upto 1.5 mt.depth including 122.00 117.08 Cum
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
2 Excavation for foundation for 1.5 mt. to 3.0 mt.including 111.00 129.81 Cum
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
3 Filling available selected / approved stacked excavated 173.80 130.39 Cum
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
4 Providing and laying cement concrete 1:2:4 (1- Cement : 14.00 3,697.61 Cum
2- Coarse sand : 4- graded stone aggregates 20 mm
nominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth
5 Providing and laying in position Ready Mixed M- 250 20.00 5,086.36 Cum
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 mass
6 Providing and laying in position Ready Mixed M- 250 grade 14.00 8,858.71 Cum
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
7 Providing and laying in position Ready Mixed M- 250 16.00 7,310.38 Cum
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)
8 Providing and laying in position Ready Mixed M- 250 3.00 8,516.32 Cum
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)
9 Providing TMT Bar FE 500/500 D reinforcement for R.C.C. 4,888.00 76.21 Kg
work including bending, binding and placing in position
10 Brick work using Common burnt clay building bricks 29.00 4,789.52 Cum
having crushing strength not less than 35 kg./sq.cm. in
foundation and plinth in cement mortar 1: 6 (1 cement :
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
11 Providing & laying 20mm thick sand faced cement 301.00 300.66 Sqmt
plaster on walls upto all height above ground level
consisting of 12mm thick backing coat of C.M. 1:3 (1-
cement : 3-sand) and 8mm thick finishing coat of C.M.
1:1 (1-cement : 1-sand) etc. complete.
12 Forming groove of uniform size from 12 x 12 mm and upto 25 213.00 101.61 Rmt
x15 mm in plastered surface as per approved pattern using
wooden batten, nailed to the under layer including removal of
wooden battens, repairs to the edges of plaster panel and
finishing the groove complete as per specifications and direction
13 Finishing wall with weather proof low velocity ultima 301.00 114.53 Sqmt
exterior emulsion paint on wall surface (two coats) to give
an required shape even shade after thoroughly brushing
the surface to remove all dirt, and remains of loose
powdered materials.etc complete for all height
14 Steel work welded in built up sections framed work 1,800.00 84.13 Kg
including cutting hoisting fixing in position and applying a
priming coat of red lead paint and two coats applying a priming
coat of red lead paint and two coats of synthetic enemal paint all
(A) In beams and joists, channels angles, hollow pipes, tees,
'flats with connecting plates of angle cleats as in main & cross
beamn ship & jack rafter, purlins 'connectet to common rafters
and like as per detailed drawing and as directed by Engineer in
15 Providing and fixing M.S. grill (using Bright Bar) of required 1,440.00 112.11 Kg
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
GRAND TOTAL AMOUNT
GRAND TOTAL AMOUNT
Sr. Qty. Description Rate. Unit Amount
1 Excavation for foundation upto 1.5 mt.depth including sorting
out and stacking of unuseful materials and disposing off the
excavated stuff upto 1 km llead.(Excavated earth / Stuff to
225.00 be stacked and surplus earth disposed at non Cumt
objectinable place to be found by the Contractor. )
A) Loose or Soft Soil
2 Providing and laying cement concrete 1:3:6 (1- Cement : 3-
coarse sand : 6 - hand broken stone aggregates
90.00 mmnominal size) and curing complete excluding cost of 3,697.61 Cumt
formwork in (A) Foundation and Plinth
3 Providing and laying in position Ready Mixed M- 250 grade
concrete for reinforced cement conctere work , using cement
content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in
transit mixer for a lead up to 10 kms having continuous
agitated mixer, manufactured as per mix design of specified
grade for reinforced cement concrete work including pumping
of R.M.C. from transit mixer to site of laying,including the
113.00 cost of centering shuttering finishing and including cost of Cumt
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 mass
4 Providing TMT Bar FE 500/500D reinforcement for R.C.C.
2402.00 work including bending, binding and placing in position Kg.
complete All floor & height
5 38.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter
locking concrete block 60mm thick with grade of concrete
M300 pnumatic compressed / vibrated mechanically and as
per approved design Confirming to IS 15658 : 2006 including Sqm
35 mm Sand layer for levelling and filling the joint with sand
in proper line and level as per guidlines of IRC : SP 63-2018
6 445.00 Providing and fixing pre-cast concrete kerb stone of gray
cement based concrete block 30cm length,30cm height and
15cm thick of M250 grade concret as per approved design
and including excavation for fixing in proper line and
level,filling the joint with C:M 1:3 (1cement:3fine sand)
900.00 Providing & Laaying M.S. Side rail of road thickness with
necessry nut bolt plates, fixing as per width,applaying
plates vibrator, electric or diesel on channel.comp.with V.D.
System ( Trimix) by using the necessary equipments &
7 material & Machinery,such as running screed vibrator on Sqm
prelaid M.S. channel for leveling vaccum pumps, floating &
power trowling etc.compl.including groove cutting 5 mtr and
filling joint with Polysulfide
NAME OF WORK : CONSTRUCTION OF NAGAR SEVA SADAN AT T.P 01, F.P 495 FOR SANAND
NAGARPALIKA AT SANAND
SUB ESTIMATE-05_ Landscaping & Gardening
Sr. Qty. Description Rate. Unit Amount
Construction bed for plantation with miyawaki method,
168.00 including all materials, labours Cumt -
1 and equipments. materials as per engineer in charge.
Preparation of beds for hedging and shrubbery by excavating
cm deep and trenching the excavated base to a further depth of
30cm, refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1(8 parts of
stacked volume of earth after reduction by 20%:one part of
stacked volume of sludge or manure after reduction by 8%),
168.00 flooding with water, filling with earth if necessary, wateringand Cumt
finally fine dressing, leveling etc. including stacking and disposal
of materials declared unserviceable and surplus earth by
spreading and leveling as directed,withina leadof 50m, lift upto
1.5m complete (cost of sludge,manureor extra earth to be paid for
2 Supplying and stackingof well decayed cattle manure at site
168.00 including royalty and carriage upto 5k.m. lead complete (Cattle Cumt
manure measure dinstac ks will reduced by8% for Payment).
3 Plantation of Trees, Shrubs, and Hedge at site i/c watering and
600.00 removal of unserveiceable material’s as per direction of officer Nos
incharge (excluding cast of plant & water)
TREE PLANTATION
4 Providing & planting new plant by Miyawaki method
(fromList) including making trench, perforator,
fertilizer,water retainer,mulching, planting etc completeas per -
380.00 Digging holes in ordinary soil and refilling the same with the
excavated earth mixed with manure or sludge in the ratio of 2:1
by volume (2parts of stacked volume of earth after reduction by
20%:1 part of stacked volume of manure after reduction Nos
by8%)flooding with water, dressing including removal of rubbish
andsurplusearth, ifany,withall leads and lifts (cost of manure,
sludge or extra good earth if needed to be paid for separately)
5 Supply of various Tree
5.1 Trees layer upto 18'
10.00 Ficus benjamina
10.00 Terminalia arjuna
10.00 Ficus religiosa
10.00 Albizia lebbeck
5.2 Trees layer upto 15'
15.00 Tamarindus indica
15.00 Azadirachta indica
15.00 Phyllanthus emblica
15.00 Adansonia digitata
15.00 Alstonia scholaris
5.3 Trees layer upto 10'
25.00 Cassia fistula (Amaltash)
25.00 Tecoma gaudichaudi
25.00 Nyctanthes arbor-tristis(Har singar)
5.4 Trees layer upto 9' to 6'
30.00 Caesalpinia pulcherrim
30.00 Impatiens
30.00 Passiflora caerulea (Rakhi bel)
30.00 Mangifera indica
6 279.00 Grassing with selection No. 1 Doob grass including watering and
maintenance of the lawn for 30 days or more till the grass forms
a thick lawn, free from weeds and fit for mowing including Sqm
supplying good earth, if
needed (the grass and good earth shall be paid for separately).
279.00 Supplying Grass on Site as per selection of Engineer in
Charge 15.15 Sqm
SUB ESTIMATE NO. -06: RAIN WATER HARVESTING
DESCRIPTION OF ITEM Qty Rate PER AMOUNT
Drilling pilot bore hole of size 250 / 300 mm at above
1 village site in all starata by mud flush direct rotary rig
Reaming of 250 / 300 mm dia pilot bore hole to size
mm dia. including assembling, jointing, lowering of housing
2 casing screen pipes & other assembly items with gravel 170.00 498.28 Rmt.
packing and clay balls packing etc
Lowering of 100 mm dia drop line and 32 mm dia Air line
in the Drop line to develop each water bearing zone came
3 across upto the depth of tube well ( size 250 mm dia depth 170.00 170.74 Rmt.
up to 186 mt) for development of tubewell by Air
Development of bore by air compressor of 900 cfm / 200 psi
4 capacity for minimum 06 hours or up to the availability of 1.00 31743.80 Job
sand free discharge
Manufacture, supply and delivery of 250 mm dia (Min.
mm thickness) ISI marked ERW M.S. Pipes confirming to
5 IS:4270/2001 with latest amendment. Rates are exclusive of 100.00 3605.70 Rmt.
Manufacture, supply and delivery of 250 mm dia (Min.
mm thickness) ISI marked ERW M.S. Slotted Pipes
6 confirming to IS:4270/2001 with latest amendment. Rates
are exclusive of GST. (Slot Size 1/8")
Clamp made from M.S. plate with 3 holes on either side
with nuts & bolts of Std. Make and suitable size. 900 mm X per
100 mm X 16 mm flat suitable for 250 mm dia.Pipe.
Supply of Bore plug having 100 mm height made from M.S.
Plate with 3 holes at equal distance on circumference for
8 nut-bolts type,locking arrangement with nut-bolts & lock 1.00 1161.62 No
nuts of std. Make complete from 5 thick M.S. Plate(For Tap
also) suitable for 250 mm dia pipe
Supply of M.S. Bail plug having length 0.45 mtr from
9 medium class pipe as per I.S.S. Suitable for 250 mm dia 1.00 1065.02 No
Supply of Steel bent plates suitable to ERW pipe 250 mm
10 dia. 200 x 150 x 6 size (size in mm). 112.00 91.71 No
11 Supply of gravels of selected size 4 mm to 6 mm 15.50 2049.29 Cmt
12 Supply of clay balls having size of 25 mm to 50 mm 17.00 758.51 Cmt
550 mm dia Stainless steel Recharge pit Screen pipe with
13 0.75 mm slot size 3.00 14183.43 Rmt.
DESCRIPTION OF ITEM Qty Rate PER AMOUNT
Excavation work: Excavation in ordinary soil / sand soft
morrum from 0.00 to 1.5 meters depth including sorting out
14 and stacking of useful materials and disposing off the 38.40 117.08 Cum
excavated stuff up to 50 meters lead.
Excavation work: Excavation in ordinary soil / sand soft
morrum from 1.50 to 3.00 meters depth including sorting out
14 and stacking of useful materials and disposing off the
excavated stuff up to 50 meters lead.
RCC work: Providing and laying brick bat cement concrete
(1:3:6) (1 cement : 3 coarse sand : 6 bricks bats) curing
15 complete excluding cost of form work in Foundation and
plinth. 40 mm normal size
RCC work: Providing and casting in situ ordinary cement
concrete M-150 mix for well steining including, necessary
shuttring,laying vibrating and curing complete. (with form
RCC work: Providing and casting in situ C. C. in grade M -
20 (Proportions as per mix design or table no - 9 of IS
2000 in masses by weight batching) using granite, quartzite,
trap metal of size 6 mm to 20 mm for RCC work including
scaffolding, centering, form work, needle vibrated
17 consolidation, curing completed as per drawing (excluding
cost of reinforcement and neat finishing) with centering and
shuttering etc. complete for structure other than water
retaining. (Bottom slab) ( Footing for Column or foundation
(with form work )
RCC work: Providing TMT Bar FE 500D reinforcement for
18 R.C.C. work including bending, binding and placing in 1217.38 76.21 kg
position complete upto floor two level
Fabriction work: i)Steel work, riveted in built up sections
framed work including cutting, hoisting, fixing in position
and applying a priming coat of read lead paint. (A) In beams
and joists, channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams. Hip and
19 jack rafters, purlins conneted to common rafters and the like. 199.34 58.19 Kg
MS angle section (40 x 40 x 6 mm angle section and 35 X
mm plain patti) including cutting, welding, flux removing
etc. for door locking, top support bridge & ladder
arrangement including labour charge for fencing.
ii) Wire Gauge Jali of 0.71 mm Providing and erecting
cream rolled G. I. jali welding it with angle & patti for
20 better support as per drawing with locking arrengement &
Painting two coats (including priming coat) on new steel and
other metal surface with synthetic enamel paint, brushing to
21 give an even shade including cleaning the surface of all dirt,
dust and other foreign matter.
Labour charges - Plumber (Fitter) work of cutting of
mm ERW blank pipe and lowering of 200 mm dia &
mm dia V wire strainer pipe & 200 mm blank pipe including
22 prepairing 2' x 2' x 1' CC footage arround bore & supplying 8.00 1279.67 Each
and filling of 1.00 mm coarse sand bed between two V wire
screen pipe etc. complete.
Finishing wall with water proofing cement paint of on wall
surface (two coats) to give required even shade after
23 thoroughly brushing the surface to remove all dirts and
remains of loose powdered materials.
Providing and fitting of strainer pipe cap with air vent pipe
& water level measurement arrangement at the top of the
Pre monsoon maintenance work by dismantling old foot
hold foundation of filter screen pipes and changing filter
media 1 mm coarse sand by lifting and lowering of 200 mm
25 dia & 400 mm dia strainer pipe with construction of new CC 5.00 9900.00 Job
foot hold foundation having size 2' x 2' x 1' CC around bore
pipe complete along with necessary cleaning, repairing &
repainting of structure.
Providing & Supplying the filter sand/Gravel of specified
effective size (0.45 to 0.70 mm) and uniformity coefficient(
not more than 1.7, nor less than 1.3) and laying over gravel
26 support conforming to IS : 8491 (i) – 77 in filter bed of 10.98 1483.24 Cu Mt
required depth as per design and drawing. inclusive of all
Providing & supplying gravels of different size as per design
27 and drawing and laying in layers in filter beds Inclusive of 10.98 1483.24 Cu Mt
Providing and supplying ISi Standard R.C.C. pipes(of
Sulphate Resisting Cement) in standard lengths of following
class and diameter suitable for either collar joints or rubber
28 ring joints including a ll taxes. insurance, transportation. 40 755.00
freight charges, octroi, inspection charges, loading
unloading, conveyance to departmental stores, stocking etc.
300mm Dia Class NP3 Test Pressure 0.7 Kg/sq.cm
29 Brick Masonary Chamber 0.9X0.9X0.9 size 4 8898.70
ESTIMATE OF COST OF CONSTRUCTION
NAME OF WORK : CONSTRUCTION OF NAGAR SEVA SADAN BUILDING FOR SANAND NAGAR PALIKA.
SUB ESTIMATE NO. -06: FURNITURE
Sr. No. Description Qty Unit Ref. Rate Amount
1 CO and Providing,supplying,arranging and fixingPREMIUM 2 No.
President EXECUTIVE REVOLVING CHAIR (High Back) of premium
office chair quality, designed with a glass-filled nylon back frame fitted
with durable Korean mesh for superior ventilation and
strength. The chair shall be equipped with a fully adjustable
backrest, armrest, and seat depth to ensure customized
comfort and ergonomic posture support. It shall include a
heavy-duty mesh seat for long-lasting durability and comfort
during extended use. The base shall be made of 700 mm
aluminium die-cast for enhanced stability, fitted with 60 mm
nylon castors for smooth and easy mobility. A Class 4 gas
lift mechanism shall be provided for reliable height
adjustment. The chair shall feature a synchro-tilt
mechanism with multi-position lock for flexible reclining
positions. Additionally, the chair shall be supplied with an
adjustable headrest (high back option) and auto lumbar
support for superior spinal alignment and user comfort. All
materials and components shall conform to industry
standards for strength, durability, and ergonomic efficiency.
2 Officer's Chai Supplying and providing a durable and ergonomically 23 No.
designed Office Chair that ensures both comfort and
functionality for everyday use in professional settings. The
chair features a mesh backrest that promotes airflow,
paired with a supportive lumbar system to encourage
proper posture during long working hours. It is equipped
with 1D adjustable armrests for added convenience and
rests on a sturdy nylon base that provides stability and
smooth mobility. The synchro single position locking
mechanism enhances user comfort by allowing balanced
reclining, while the ergonomic swivel design ensures
flexibility in movement. Additional functionality is offered
with an integrated coat hanging feature, making it a
practical choice for office environments. Assembly is
required, with all necessary fittings provided for easy setup.
3 Staff Chair Supplying and providing a high-quality Blue Mid-Back Chair 40 No.
crafted from durable nylon material with a solid back
design, ideal for office, conference, or reception use. This
chair is ergonomically designed with a fabric cushioned
seat to ensure comfort and support during long hours of
sitting. With dimensions of 75.6D x 75.6W x 98.5H cm, it
offers ample seating space while maintaining a sleek and
professional look. Built for durability and ease of
maintenance, the chair comes with clear product care
instructions—wipe with a soft thick cloth, avoid bleach for
upholstery cleaning, and protect from direct sunlight to
Sr. No. Description Qty Unit Ref. Rate Amount
4 Visitor's Chair Providing,supplying,arranging and fixing Traing chair The 92 No.
chair pipe structure of MS CRCA finish 16 gauge capsule
pipe having a diameter of 32 mm, the cantilever tubular
structure with stability for proper balance, the seat is
supported on spring structure, the seat dimensioned and
curved from an ergonomics point of view, the frame and
spring-seat structure prepared from MIG welding process &
powder coated, proper high-density rubber bush provided at
all four legs, seat upholstered with fabric. Perforated
Polypropylene Backrest. Injection moulded plastic forback
increases rigidity and flexibility for the user. Product is
tested as per stringent BIFMA standards of performance.
5 Conference Providing,supplying,arranging and fixingThe chair pipe 100 No.
Chair structure of MS CRCA finish 16 gauge round pipe having a
diameter of 32 mm, the understructure frame tubular
structure with stability for proper balance,the seat and back
is supported on spring structure, the backrest armrest and
seat dimensioned and curved from an ergonomics point of
view, the frame and spring-seat structure prepared from
MIG welding process & powder coated, proper high-density
rubber bush provided at all four legs, seat & back
upholstered with fabric.
6 Chief Officer Providing and supplying Executive Table of size 2 No.
2100X1200X750 mm , fabricated from high-quality
engineered wood/board with robust construction, duly
finished with 1.0 mm thick vineer as per approved shade.
The table shall be provided with a premium Corian top of
approved colour and finish, offering superior durability, stain
resistance, and elegant appearance. The design shall
include adequate drawers, modesty panel, and cable
management provisions for functional and aesthetic use. All
edges shall be machine-finished with smooth polishing to
ensure safety and long-lasting performance. The table shall
be supplied and installed in position complete in all respects
as per the instructions of the Engineer-in-Charge.
7 Officer's Tabl Providing, supplying, arranging and fixing Working Table 20 No.
1200x750x750 made of 25mm thick prelam particle board
with 2mm thick pvc edge beanding finish. Modesty pannel
made of 25mm thick prelam partical board with 0.8mm thick
pvc edge bending finish .Under structure made of
50x50x1.6mm thick ms crca ms sq pipe powder coated
finish with nylon shoe cap.On top cable manager for wireing
supply. Padestal- 400x500x650 Top made of 18mm thick
prelam partical board with 2mm thick pvc edge banding
finish.S ide and front drawers made of 18mm thick prelam
paertical board with 2mm thick pvc edge beanding
finish.Back 6mm thick prelamed finish.Drawer run of meta
box with center locking system.50mm thick castors.Side
unit - 750x450x750 Top 25mm thick prelam paertical board
with 2mm thick pvc edge bending finish.Side,Drawer and
shutter made of 18mm thick prelam paertical board with
2mm thick pvc edge bending finish.with all necessary
Sr. No. Description Qty Unit Ref. Rate Amount
8 Staff Table Supplying And placing a sturdy and stylish office table, 40 No.
designed to meet the functional and aesthetic needs of any
workspace. The table is crafted from high-quality wood, with
the frame and tabletop made of durable MDF and particle
board, ensuring long-lasting stability and strength. Its robust
construction provides reliable support for daily office tasks,
while the smooth finish enhances its professional
appearance. Ideal for offices, workstations, and meeting
areas, this office table combines practicality, durability, and
elegance, making it a valuable addition to any work
Sr. No. Description Qty Unit Ref. Rate Amount
9 Single Providing,supplying,arranging and fixing premium single- 8 No.
seater Sofa seater chair designed for comfort, style, and durability. The
chair measures 93 cm in width, 77 cm in height, and 86 cm
in depth, offering ample seating space while maintaining a
compact design. Upholstered in high-quality synthetic
leather, it comes in a rich brown color with an elegant toffee
finish, enhancing the aesthetic appeal of any living room,
office, or lounge. Weighing 25.5 kgs, this chair is sturdy and
10 Two seater Providing,supplying,arranging and fixing premium two- 10 No.
Sofa seater sofa that combines comfort, elegance, and durability.
Measuring 134 cm in width, 73.5 cm in height, and 77 cm in
depth, this sofa offers ample seating space while
maintaining a sleek and compact design. Upholstered in
high-quality synthetic leather, it features a sophisticated
beige color with a contrasting peanut black finish, adding a
modern touch to any living room, office, or lounge area.
Weighing 47 kgs, it is sturdy and long-lastin
11 Three Seater Supplying and providing a stylish and durable 3-Seater 22 No.
Sofa crafted with premium synthetic leather upholstery in an
elegant brown shade with a toffee finish, designed to
complement modern living and office spaces. With
dimensions of 76.4 cm (W) x 30.3 cm (H) x 33.9 cm (D) and
a width range of 151 to 200.9 cm, this sofa offers generous
seating space while maintaining a sleek profile. Built with a
sturdy frame and weighing 42.50 kgs
12 Overhead Sto Providing and Fixing Over head storage 40 Sqmt
Providing,supplying,arranging and fixing Over head storage
with top 18mm overall thickness made from 18 mm thick
Pre‐laminated Particle board.All the edges are sealed with
2 mm thick PVC edge band all around, Side and shelf made
of 18mm thick Pre‐laminated Particle board finish All the
edges are sealed with 2 mm thick PVC edge band all
around, of approved shade. lock with Two keys and shutter
fixed with auto hinges including . all necessary fixtures and
fastening as approved and back of the unit with 6mm thick
Prelaminated Particle board of approved shade including all
materials and labour etc. Complete as per drawing and
instruction of Engineer‐incharge Size Size 380mm D x
13 Storage Providing,supplying,arranging and fixing Full Height 80 Sqmt
Storage with top 25mm overall thickness made from 18 mm
thick Pre‐laminated Particle board.All the edges are sealed
with 2 mm thick PVC edge band all around, Side and shelfs
made of 18mm thick Pre‐laminated Particle board finish All
the edges are sealed with 2 mm thick PVC edge band all
around, of approved shade. lock with Two keys and shutter
fixed with auto hinges including . all necessary fixtures and
fastening as approved and back of the unit with 6mm thick
Pre‐laminated Particle board of approved shade including
all materials and labour etc. Complete as per drawing and
instruction of Engineer‐in charge . Full Height laminate
Storage Size 450mm D x 2100mm
Sr. No. Description Qty Unit Ref. Rate Amount
14 Providing and Fixing Over head storage 10 No.
Providing,supplying,arranging and fixing Over head storage
with top 18mm overall thickness made from 18 mm thick
Pre‐laminated Particle board.All the edges are sealed with
2 mm thick PVC edge band all around, Side and shelf made
of 18mm thick Pre‐laminated Particle board finish All the
edges are sealed with 2 mm thick PVC edge band all
around, of approved shade. lock with Two keys and shutter
fixed with auto hinges including . all necessary fixtures and
fastening as approved and back of the unit with 6mm C27
Prelaminated Particle board of approved shade including all
materials and labour etc. Complete as per drawing and
instruction of Engineer‐incharge Size Size 380mm D x
15 Waiting Main Frame:The Chair Beam shall be on Triangular CRCA 10 No.
Area Chair of appropriate thickness and cross section so as to achieve
the high durability as per the standard with powder
coating.Armrest & Legs:The Armrest and Legs frame
support shall be of CRCA and finished with the powder
coating.Armrest and legs specially designed aesthetically to
give the high level durability.Seat & Back RestiThe seat &
back should be made of heavy duty perforated CRCA sheet
with insert of appropriate material and thickness to achieve
high level durability and ergonomic seating comfort.The
product finishing durability, stability and workmanship as of
International Furniture Standards of BIFMA.Size -
16 record room s Heavy duty Push pull type mobile compactor system of 3 No.
minimum 5 individual units each 900 mm wide x 560 mm
deep for a single unit. The system should have locking
facility. The height should be minimum 7 feet with heavy
duty rail and wheels. MOC - Mild steel with powder coating
of well known brand as approved by Engineer - in - charge.
17 Conference Providing and supplying conference room table of size 1 No.
room table 2590X600X750 mm , fabricated from high-quality
engineered wood/board with robust construction, duly
finished with 1.0 mm thick vineer as per approved shade.
The design shall include 4 hollow legs of size 300X300. The
table top should be fitted with all accessories to install
microphones as per the instructions of Engineer-in-Charge..
All edges shall be machine-finished with smooth polishing
to ensure safety and long-lasting performance. The table
shall be supplied and installed in position complete in all
respects as per the instructions of the Engineer-in-Charge.
Sr. No. Description Qty Unit Ref. Rate Amount
18 ConferenceR Supply and installation of 12 mm thick high-density acoustic 231 Sqmt
wall panels, designed specifically for use in conference
rooms to achieve optimal speech intelligibility and
reverberation control. The panels shall be constructed from
high-performance sound-absorbing material, such as
$\text{100%}$ PET polyester fiber (with minimum 60%
recycled content) or high-density fiberglass core (5-7 pcf),
finished with an aesthetically pleasing, acoustically
transparent fabric or a melamine/veneer surface as
selected by the Architect. Panels shall be fully edged and
supplied in standard or custom sizes as per drawing, with a
nominal thickness of 12 mm, achieving a minimum Noise
Reduction Coefficient (NRC) of 0.40 when direct-fixed to
the wall, or higher with a specified air gap. The system must
include all necessary mounting hardware (e.g., impaling
clips, Z-clips, or specialized adhesive) for secure and
concealed installation, and the panels shall possess a
minimum Class A fire rating (per ASTM E84) and low VOC
content to ensure compliance with building and
environmental safety standards, all complete as per the
manufacturer's specification and directed by the Engineer-
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01_SBD_DTP_Nagar Sewa Sadan.pdf
02-Schedule-B-sanand Nagarpalika Building -1.pdf
Technical-specification - Electrical.pdf
tender drawings.pdf
Make List-Electrical.pdf
Specification and approved Make - Solar system.pdf
06-03_GR_P-3.pdf
-Itemwise Technical Specification for Nagar paliak building.pdf
06-04_GR_P-4.pdf
06-02_GR_P-2.pdf
05._GR TESTING.pdf
06-01_GR_P-1_.pdf
04.GR.pdf
09-ROAD SPECIFICATION.pdf
07-DMO 2799 11-Mar-2024 662.pdf
03.Tender Negotiation.pdf
2663_Technical-specification plumbing.pdf
08-BUILDING SPECIFICATON.pdf
make list-general.pdf
R AND B gr 20.06.2020.pdf
Minimum ref rate of materials.pdf
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