Section 5
Bill of Quantities
Package V - Construction of CPC Building at HSIIDC, Mega Food Park, Barhi, Sonepat, Haryana
Summary of Estimated Cost
Sr. No.
Description
Amount (Rs.)
Bill No. 01
Civil Works
Bill No. 02
Electrical Works
3,742,971.70
Bill No. 03
Plumbing Works
1,677,575.70
Bill no 4
PEB Works
Grand Total
6,10,62,976.00
41,946,300.00
10,84,29,823.00
S.
No
1
2
3
4
Estimate for the Civil work of Construction of CPC Building in Mega Food Park at Indl. Estate, Barhi(Ph-III), Distt. Sonipat.
Civil Works
Item Item
Description
Unit
Quantity
HSR &
Ceilin Effectiv Amount (Rs.)
Sourc Ref.
DSR-2014
g
e rate
I/C CP
e
Rate (Rs.) Premi
um in
% age
CIVIL WORKS
EXCAVATION
HSR
6.6
Earth work in excavation in foundations,
100
425
5817.53
trenches, etc. in all kinds of soils, not exceeding Cum
42.70
1,108.10
248,408.32
2 meters depth including dressing of bottom and
sides of trenches, stacking the excavated soil,
clear from the edge of excavation and
subsequent filling around masonry, in 15 cm
layers with compaction, including disposal of all
surplus soil, as directed within a lead of 30
meters.
HSR
6.13
Earth filling under floors with surplus soil,
100
42.70
370
1613.98
A
excavated from foundation and taken only from
Cum
343.40
68916.95
outside the building plinth, in 15 cm layers,
including ramming watering and consolidating
lead up to 30 meters.
NS
Earth filling under floor with good earth taken
Cum
9508 .00
170.83
from outside the building including ramming
1624251.64
watering & compensation of earth taken with
lead (upto 5K.M.) & consolidating of the same
complete in all respect as per satisfaction of
engineer-in-charge
HSR
6.15
Pre-construction Work
5
6
7
8
9
10
(i) providing and injecting chemical emulsion for
pre-constructional ant termite treatment and
creating a chemical barrier under and around the
column pits, wall trenches, basement excavation,
top surface of plinth filling junction of wall and
floor, along with the joints, surrounding of pipes
and conduit etc, complete (plinth area of the
building at ground floor only shall be measured)
Aldrin Embulsifable concentrate (0.5%)
Sq Mt
Supplying and filling in plinth with Jamuna sand
under floors, including watering, ramming,
consolidating and dressing complete.
Cum
Cement concrete 1:4:8 with stone aggregate
40mm nominal size in foundation and plinth
Cum
Design mix cement concrete of grade M-25 with
minimum cement contents 410 kg per cum in
foundation and plinth.
Cum
Design mix cement concrete of grade M-25 with
minimum cement contents 410 kg per cum in
First storey up to 4 meters above plinth level
Cum
10.11 Two coats of bitumen painting 20/30 penetration
5
@ 1.65 Kg./Sqm.
(Note
)
Sqm
9.13
Sqm
DSR2014
2.27
HSR
10.39
HSR
HSR
HSR
HSR
10.66
10.73
+Not
e
(V/b)
Shuttering for faces of concrete foundations and
foundation beams
(vertical or battering)
401.25
10,324.00
133.75
1454.00
910.25
200
4,142,505.00
910.25
1,3,23,503.50
450
944.88
403.10
1,084.00
780.00
450
1263.46
793.55
450
2217.05
2,094,835.17
4290.00
46,50,360.00
4364.53
55,14,402.76
46.48
382.00
8.45
450.0
0
3701.00
30.65
400
17,753.45
153.25
567178.25
11
12
13
14
15
16
17
HSR
HSR
HSR
HSR
HSR
HSR
HSR
9.9
Centering and shuttering for columns (square or
rectangular or Polygonal in plan)
Sqm
Centering and shuttering for side and soffits of
beams hunchings,girders.bressumers and lintels
Sqm
Centering and shuttering for flat surfaces such as
suspended floor, roof,landing,chhajjas,shelves
etc,inclination not exceeding 25 degree with
horizontal.
Cold twisted deformed(ribbed or TOR steel bars)
for RCC work where not included in the
complete rate of RCC including bending binding
and placing in position complete
BRICK WORK IN CEMENT MORTAR
First class brick work laid in cement sand mortar
1:5 in foundation plinth.
Sqm
11.8
+11.
41
First class brick work laid in cement sand mortar
1:5 in 1st storey up to 4 meter above plinth level.
(Extra for additional storey up to 4metres above
the top of structural roof of lower storey)
Cum
11.46
+11.
41
11.43 cm thick brick wall with every 4th course
reinforced with hoop iron lain in 1:4 cement sand
mortar in super structure (Extra for additional
storey up to 4metres above the top of structural
roof of )lower storey
FLOORING
Sqm
9.7
9.1
18.22
11.3
247.25
993.00
49.45
400
1617.00
57.80
400
245519.25
289.00
467313.00
203.25
3,427.00
40.65
3028.56
917.05
317.00
407.60
814.00
436.85
20.00
71.10
QTL
400
500
Cum
696,537.75
5502.30
16664046.00
600
2853.20
904,464.40
600
3057.95
2489171.30
600
497.70
9,954.00
18
19
20
21
HSR
HSR
HSR
HSR
14.89
14.90
14.62
14.66
Providing and fixing vitrified tiles of size 600 x
600mm of any size of approved make in floors
laid in any pattern as specified over base of
20mm thick cement coarse sand mortar 1:3 and
jointed with white cement slurry mixed with
pigment to match the shade of tiles. (Tiles shall
be premium quality (first quality)of reputed
manufacturer like NITCO, KAJARIA,
SOMANI,ORIENT JOHNSONS & RAK)
Sqm
Providing and fixing vitrified tiles of size 600 x
600mm of any size of approved make in
skirting/dado laid in any pattern as specified
over base of 12mm thick cement coarse sand
mortar 1:3 and jointed with white cement slurry
mixed with pigment to match the shade of tiles.
(Tiles shall be premium quality (first quality)of
reputed manufacturer like NITCO, KAJARIA,
SOMANI,ORIENT JOHNSONS & RAK)
sqm
Kota stone slab flooring over 34TO 40 mm
(average) thick OF ANY PATTERN AS
SPECIFIED OVER 12MM THK. base OF
CEMENT AND COARSE SAND MOTTOR 1:3
LAID AND JOINT with net cement slurry
mixed with pigment to match the shad of stone
including rubbing and polishing complete
Kotah stone 20 mm thick in skirting risers of
steps, dados, pillars and wall facing (lining) and
pillars laid on 12 mm thick cement coarse sand
plaster 1:3 laid and jointed with neat cement
slurry, mixed with pigment to match the shade of
stone including rubbing and polishing including
labour for mixing cramps, dowels and pins etc.
Sqm
-15
882.00
924.30
21.00
929.80
692947.71
-15
201.95
6.00
237.00
Sqm
790.33
16596.93
250
183.00
785.66
706.83
129,348.98
250
829.50
4,977.00
22
23
24
HSR
HSR
HSR
a
14.91
14.92
(A)
b
25
14.64
(B)
HSR
14.96
Extra for Kotah stone flooring in treads of steps
not exceeding 30 cm in width. (Labour rate
only)
Providing & fixing ceramic tiles/anti skid of size
400mm x 400mm or above size of approved
make in flooring, laid in any patten as specified
over base of 20mm thick cement coarse sand
mortar 1:3and jointed with white cement slurry
mixed with pigment to match the shade of
tiles.(Tiles shall be premium quality (first
quality)of reputed manufacturer like NITCO,
KAJARIA, SOMANI,ORIENT JOHNSONS
Providing and fixing Ist quality ceramic glazed
wall tiles conforming to IS: 15622 (thickness to
be specified by the manufacturer), of approved
make, in all colours, shades except burgundy,
bottle green, black of any size as approved by
Engineer-in-Charge, in skirting, risers of steps
and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and
jointing with grey cement slurry @ 3.3kg per
sqm, including pointing in white cement mixed
with pigment of matching shade complete
Size of ceramic glazed tiles 200 x 300mm
Size of ceramic glazed tiles 300 x 450mm
Laying and fixing Granite stone in all shades 15
mm to 18 mm thick in flooring, laid in any
pattern as specified over base of 20 mm thick
cement coarse sand mortar 1:3 and jointed with
white cement slurry mixed with pigment to
match the shade of granite stone. (Excluding the
cost of Granite, Granite will be supplied by the
Department. (HSR 14.96).
Sqm
250
41.00
Sqm
551.60
157.60
10.00
22,615.60
-15
530.40
624.00
Sqm
5,304.00
0
20.00
501.75
230.00
648.15
Sqm
sqm
20.00
370.00
501.75
10,035.00
0
648.15
0
370.00
149,074.50
7,400.00
26
27
HSR
14.95
DSR2014
13.72
28
DSR2014
13.73
a
DSR2014
13.73
.1
HSR
15.50
29
Laying and fixing Granite stone in all shades 15
mm to 18 mm thick in skirting / dado,riser of
steps,pillar and wall facing laid in any pattern as
specified over base of 12 mm thick cement
coarse sand mortar 1:3 and jointed with white
cement slurry mixed with pigment to match the
shade of granite stone. including labour for
fixing cramps pins and dowels etc. (Excluding
the cost of Granite, Granite stone).
Washed stone grit plaster on exterior walls height
up to 10 meter above ground level, in two layers,
under layer 12 mm cement plaster 1:4 (1 cement
: 4 coarse sand ), furrowing the under layer with
scratching tool, applying cement slurry on the
under layer @ 2 Kg of cement per square
meter, top layer 15 mm cement plaster 1:1/ 2:2 (1
cement: 1/2 coarse
sand : 2 stone chipping 10 mm nominal size), in
panels with groove all around as per approved
pattern, including scrubbing and washing the top
layer with brushes and water to expose the stone
chippings ,complete as per specification and
direction of Engineer-in- charge (payment for
providing
grooves shall be made separately).
Forming groove of uniform size in the top layer
of washed stone grit plaster as per approved
pattern using wooden battens, nailed to the under
layer, including removal of wooden battens,
repair to the edges of panels and finishing the
groove complete as per specifications and
direction of the Engineer-in-charge :
13.73.1 15 mm wide and 15 mm deep groove
6 mm thick cement plaster 1:4 on Ceiling
sqm
0
10.00
390.00
1,891.00
553.45
2,446.00
31.60
3,900.00
sqm
553.45
1,046,573.95
meter
Sqm
390.00
31.60
77,293.60
500
61.20
30
31
32
33
34
35
36
HSR
HSR
HSR
HSR
HSR
HSR
HSR
a
15.6
15.11
13.13
13.50
13.64
13.55
e
13.89
(b)
12 mm thick cement plaster 1:5 on walls.
3,364.00
10.20
4,845.53
11.60
67.00
14.25
Sqm
15 mm thick cement plaster 1:5 on the rough side
of single of half brick wall
Sqm
Terracing consisting of tiles 22.86 cm x 11.43
cmx 3.81cm laid over 87.50mm mud filling on a
layer of 25mm mud plaster and other layer of
mud mortar for laying the tiles including two
coats of bitumen laid hot @1.65 kg/ sqm on top
of RCC slab including grouting with cement sand
mortar 1:3 at top surface to be left clea etc
Top khurra 0.60x 0.60 for RWP in 25mm thick
cement concrete 1:2:4 over 50mm thick CC
1:8:16
Cement concrete 1:2:4 gola 10cm x 10cm
quadrant along junction of roof with parapet wall
finished smooth, where specially specified.
(HSR 13.64)
Sqm
Supplying and fixing in position G.I. pipe class
‘B’ spouts in Chajjas and cantilevers. (e) 50mm
internal dia, G.I. Pipe. (HSR 13.55 e) ( Provision
only)
Providing & fixing PVC Rain water pipe 6kg
pressure of ISI mark in cement mortar during
masonry work
150mm dia pvc pipe 6kg pressure
Each
500
52.95
20.00
12.30
204
5.35
85.50
5,728.50
600
3,197.00
69.60
337,249.03
500
nos
Rmt
205,876.80
370.65
1,184,968.05
240
41.82
836.40
240
18.19
3,710.76
2
75.5
240
256.70
513.40
Mtr
150
20
403.98
336.65
37
a
HSR
13.90
(b)
Providing and fixing PVC bend ISI MARK
150mm dia pvc bend
Each
20
60597.00
20
165.40
198.48
3969.60
38
39
40
HSR
HSR
HSR
a
41
HSR
16.58
16.3
17.96
+NO
TE
(i)
Distempering with washable oil bound distemper
(of approved manufacture) two coats over one
priming coat on new work
Painting two coats excluding priming coat with
synthetic enamel paint in all shades on new wood
work or metallic or plastered or concrete surfaces
to give an even shade. (HSR 16.3) (L.R)
JOINERY
P/f aluminum work for doors, windows,
ventilator and partitions with extruded built up
standard tubular sections/appropriate z section
and other sections of approved make conforming
to IS 733 and IS 1285 fixed with rawl plugs and
screws or wit with fix clips or with expansion
hold fasteners including necessary filling of gaps
at junction, at top, bottom and sides with
required neoprine felt etc Aluminum section
section shall be smooth, rust free state mitred and
jointed mechanically wherever required
including cleat angle. Aluminum snap beading
for glazing / paneling CP Brass, stainless steel
screws all complete shutter OF door Windows &
ventilators including providing and fixing
hinges/pivots and making providing and fixing
wherever required including the cost of PVC /
neoprene gasket required including aluminum
fitting
(i)
Extra if powder coating of 50micron is done
instead of anodizing
17.98
P/f glazing in aluminum door, windows,
ventilators, shutters and partitions etc with PVC/
neoprene gasket etc complete (cost of Aluminum
msnap beading shall be paid in basic items.B)
With float glass panes 5mm thickness
Sqm
30.03
8,276.53
9.10
450.00
9.40
Sqm
Kg
230
230
215.14
31.02
13,959.00
15
253.00
248,544.26
290.95
62,595.54
a
(b)
With float glass panes of 5.0mm thickness
Sqm
74.58
15
805.00
700.00
42
43
DSR2014
9.122
.2
30mm thick fiberglass reinforced plastic (F.R.P.)
flush door shutter in different plain and wood
finish made with fire retardant grade unsaturated
polyester resin, molded to 3mm thick FRP
laminate all around, with suitable wooden blocks
inside at required places for fixing of fittings and
polyurethane foam (PUF) / Polystyrene foam to
be used as filler material throughout the hollow
panel, casted monolithically with testing
parameters of F.R.P. laminate conforming to
table - 3 of IS: 14856 : 2000, complete as per
direction of Engineer-in-charge.
HSR
18.18
Supplying and fixing rolling shutters, of
approved make, M.S. laths, interlocked together
through their entire length, and jointed together, t
the end, by end locks mounted on specially
designed pipe shaft, with brackets, side guides
27.5 cm long wire spring grade no. 2 and
arrangement for inside and out-side locking with
push and pull operation complete, including top
cover 0.80 mm thick (payment is to be made for
the exact size of opening where rolling shutter is
to be fixed):with 80 mm X 1.25 mm M.S. Laths
a
44
(b)
HSR
18.18
(c )
Providing and fixing ball bearing, for push and
pull type rolling shutters, from 9.20 to 12 Sqm
area.
Sqm
60,036.90
16.00
2749.60
2,749.60
43993.60
Sqm
503.00
401.75
500.0
0
2,410.50 1212481.50
26.00
134.30
500.0
0
805.80
each
20,950.80
45
46
47
48
49
HSR
HSR
HSR
HSR
DSR2014
18.19
10.15
9
10.77
18.13
4.17
Extra for providing mechanical device, chain and
crank operation for operating rolling shutters,
exceeding 11.20 Sqm in areas of the rolling
shutter.
MISCELLANEOUS
Providing and laying 80mm thk interlocking
pavers blocks of all shapes and colors in design
mix cement M35 over a bed of 30mm thk fine
sand complete in all respects (HSR 10.159)
Sqm
Pre-cast cement concrete 1:2:4 with stone
aggregate 20mm nominal size in kerbs & the like
items, finished smooth with 6mm thick cement
plaster 1:3 on exposed surface including form
work, placing & fixing in position, complete at
the ground level or in first storey (HSR 10.77)
cum
Stair case railing of 40mm internal dia G.I. pipe
class 'B' as per I.S. No. 1239 as hand rail using
flats and square bars as supporting members and
base plate welded as per design specified
including cutting, welding, rods and complete fix
in position (HSR 18.13 a)
Rmt
Plinth Protection
All charges for making plinth protection 50mm
thick of cement concrete 1:3:6(1 cement :3
coarse sand : 6 graded stone aggregate 20mm
nominal size) over 75mm bed by dry brick
ballast 40mm nominal size well rammed and
consolidated and grouted with fine sand
including finishing the top smooth complete in
all respect as directed.
545.00
65.00
1,630.00
450.00
10.00
942.50
20.00
1,157.00
374.00
419.30
Sqm
500.0
0
390.00
10
495.00
806,850.00
450
5183.75
51,837.50
500
sqm
212,550.00
6942.00
138,840.00
419.30
156,818.20
50
51
DSR2014
HSR
Providing and laying C.C. pavement of mix M25 with ready mixed concrete from batching
plant. The ready mixed concrete shall be laid and
finished with screed board vibrator , vacuum
dewatering process and finally finishedby
floating, brooming with wire brush etc. complete
as per specifications and directions of Engineerincharge. (The panel shuttering work shall be aid
for separately). (Note:- Cement content
considered in this item is @ 330 kg/cum. Excess/
less cement used as per design mix is payable/
recoverable separately).
18.8
Structural steel work in girders or stanchions
built up one joint or channel sections welded
including cutting and fixing all gusset plate bolts
nuts welding rods etc complete with flange
plates heads sole plates angle connections etc
with hoisting and erecting in position
a
With one R.S Joint
cum
qtal
1440.00
6,848.85
416.00
500
990.60
TOTAL
-
6,848.8
5
9,862,344.00
5943.60
2472538.00
6,10,62,976.00
Estimate for the Electrical work of Construction of CPC Building in Mega Food Park at Indl. Estate, Barhi(Ph-III), Distt. Sonipat.
Electrical Works
S.N Item
Item Ref.
Description
Unit
Quantit HSR &
Ceiling
Rate +
Amount
o
Source
y
DSR E & Premiu Ceiling
(Rs.) I/C CP
M-2014
m in % Premiu
Rate (Rs.)
m
1.0
MAIN PANEL
0
Market
MR
Supply with all standard
Set
1
76,050.00 0.00
76,050.00
Rate
accessories & fixtures including
testing at Factory & at Site.
Receiving, unloading, Storing,
Shifting, installing, commissioning
of incoming & outgoing cable at
site location
INCOMER
1No. 100A TPN MCCB (25KA)
METERING & INDICATION
1 set of R,Y,B phase indicating
lamps with 6Amp SP MCB (3nos)
CT Operated Dual resistor
Multifunction meter 3 nos
BUS-BAR
1 Set of 200A, TPN Aluminium
Bus Bar with colour coded PVC
Sleeves
OUTGOINGS
8 Nos. 63A 4 pole C Curve
Supply of weatherproof 20/32A
SPN Metal Clad Socket with DP
16/32 DP MCB
2
DSR E
&M
2014
DSR14(E&M)
2.18
3
a
Industrial Socket Outlets
Supply, installation, testing &
commissioning of weather proof
type (IP 65) industrial type plug
and socket outlet with MCB's (10
KA motor duty) mounted In a
factory fabricated enclosure
including termination, earthing etc
as required
20/32A metal clad SPN Socket
outlet controlled by 16/20/32A DP
MCB.
Set
26
954.00
0.00
RM
370
89.30
140%
24,804.00
CABLES, SUB MAINS & CABLE
TRAYS:
LT Cables:
Supply, installation, testing and
commissioning of following sizes
of PVC sheathed PVC/ XLPE
insulated Aluminium armd.
conductor/ copper armd conductor
power/ multi-core control armoured
cable of 1.1 KV grade on surface or
in existing cable tray /masonry
ducts/ hume pipe/ trench with
fixing hardware etc as required.
HSR
HSR 31.25
(xxvii)
Aluminium Conductor Armoured
Cables:
3 ½ core 50 sqmm PVC Al cable
214.32
112,339.40
b
HSR
xli
4 core 25 sqmm PVC Al cable
RM
0
70.50
140%
169.2
c
HSR
xli
4 core 16 sqmm PVC Al cable
RM
0
60.80
140%
145.92
-
d
HSR
xxxix
4 core 10 sqmm PVC Al cable
RM
0
47.30
140%
113.52
-
e
HSR
xxxviii
4 core 6 sqmm PVC Al cable
RM
0
42.40
140%
101.76
f
HSR
xxxvii
4 core 4 sqmm PVC Al cable
RM
0
37.90
140%
90.96
4
a
HSR
HSR 31.28(iii)
Cable Termination:
Supply and making end termination
with brass double compression
glands for the following
PVC/XLPE insulated PVC
sheathed 1100 V grade cable
including cost of crimping
lugs/ferrules, compression glands,
solder, cable sockets, insulation tap
etc complete as required.
Aluminium conductor armoured
cables
3 ½ core 50 sqmm PVC Al cable
Set
15
16.80
140%
40.32
856.80
b
HSR
HSR 31.28(iii)
4 core 25 sqmm PVC Al cable
Set
RO
16.80
140%
40.32
c
d
e
f
HSR
HSR
HSR
HSR
ii
i
i
i
4 core 16 sqmm PVC Al cable
4 core 10 sqmm PVC Al cable
4 core 6 sqmm PVC Al cable
4 core 4 sqmm PVC Al cable
Set
Set
Set
Set
RO
RO
RO
RO
9.20
6.70
6.70
6.70
140%
140%
140%
140%
22.08
16.08
16.08
16.08
5
Cable Trays:
Supply and installation of ladder
type/perforated type cable trays of
the following sizes fabricated out of
perforated hot dip galvanised /
powder coated MS sheets of
minimum 2 mm thick up to75 mm
flange to be installed horizontally
or vertically. The cable tray shall be
complete including cost of bends,
elbows, cross, tees, reducers etc as
per drawings/site condition and rate
shall include cost of anchor
fasteners, screws, nuts, bolts and
misc. other fixing hardware etc as
required.
Notes :
Structural steel such as ISMC, ISA,
flats, rods, turnbuckles etc to be
used for supporting cable tray/bus
duct in single/ multitier formation
shall not be paid separately and the
support arrangement shall be as per
drgs/ specs / consultant's approval.
The rate shall include painting this
structural steel with 2 primer coats
of red oxide and two finishing coats
of approved enamelled paint.
The cable tray shall be factory
built. Bidder shall include in his
price, required numbers of Tees,
Crosses, Bends, Elbows etc as
required as per actual site
conditions.
DSR E
&M
2014
DSR14(E&M)
4.1.8
a
6
DSR E
&M
2014
7
DSR2014 (E &
M) 14.13.2
Supply and installing following
size of perforated pre painted MS
cable trays with perforation not
more than 17.5% in convenient
sections, joined with connectors,
suspended from the ceiling with
MS suspenders including bolts &
nuts, painting suspenders etc as
required.
300 mm wide x 62.5mm depth x
2.0mm thickness
GI Pipe
Supply and installation of
following sizes of `B' class GI pipe
for cable sleeves in recess/ on
surface/Ground complete with all
accessories pull boxes where ever
required, G.I. fish wire, fixing
hardware etc. including the chasing
of wall/floor, and plastering the
chased portion, digging the trench
and back filling, making good the
damages, sealing of pipe entry etc
as required.
Providing, laying and fixing
following dia GI pipe (medium
class) in ground complete with GI
fittings including trenching (75cm
deep) and refelling etc as required 80 mm dia
WIRING
Make-Switch Socket-As per
Approved By Architect.
RM
240
878.00
210,720.00
RM
450
697.00
313,650.00
Wire FRLS-Finolex,RR kable,
(Polycab/Havels if Prefered make
not available)
a
HSR
HSR 31.5(ii)C
Conduit FRLS - AKG/BEC
Supply and wiring for light, Ceiling
fan, exhaust fan, 6A socket,
points/Buzzer etc. with 6A switch
controlled using 1.5 sq mm multi
stranded FRLS copper conductor
PVC insulated 1100 volt grade
wires from switch control boxes to
point in surface/concealed heavy
duty FRLS PVC conduit for RCC
work & floor and medium duty for
walls in chase including M.S./G.I.
boxes,Fan Box,Ceiling
deep/junction box etc. together with
wiring accessories such as 6A
modular type switches, sockets in
boxes of suitable size including
circuit wiring from DB to first
switch board with 2.5 sq mm PVC
insulated FRLS copper conductor
along with one run of 2.5 Sq mm
PVC insulated FRLS copper earth
wire, PVC bushes for conduit ends,
chrome - plated brass screws,
identification ferrules at either
ends complete in all respect.
Long Point
each
86
26.00
130.00
65
5,590.00
b
HSR
31.5(viii),c
8
DSR E
&M
2014
DSR 2014/e
1.14.10
Power Point - Wiring for 6/16 Amp
power outlet with 2 No.-4 Sq mm
PVC insulated multi stranded
FRLS copper wires in
recessed/surface 2 mm thick FRLS
PVC conduit including cutting/filling chases, providing
conduit with conduit accessories,
saddles, supply and fixing of 6 pin
6/16Amps modular type switched
socket with internal wiring in G.I.
box, earthing of 3rd pin with PVC
insulated, green colour 4 Sq mm
copper wire, complete with all
accessories as required. (NoteConduit Item included in this item
& Conduit Shall be FRLS)
each
125
51.00
mtr
185
597.00
130%
66
14,662.50
SUBMAINS
Wiring for Submain wiring
alongwith earth wire with the
following sizes of FR PVC
insulated multi stranded copper
wires in surface/recessed FRLS
PVC conduit complete as required.
(Note-Conduit Item included in this
item & Conduit Shall be FRLS)
f
4x10 sq mm + 2x10 sq mm earth
wire
9
CONDUITS
110,445.00
HSR
HSR 31.58
a
10
mtr
750
45.00
0.00
33,750.00
Set
39
993.00
38,727.00
nos
39
735.00
28,665.00
VERTICAL/MULTITIER
DISTRIBUTION BOARD
Supply & Installation, testing &
commissioning of following
surface/reccesed Distribution Board
(I.P-42 Protection), fabricated out
of 16SWG, CRCA sheet indoor
type, dust & vermin proof, hinged
complete with bus bar, Internal
connection, numbering,earthing,
painting complete as required.
DSR E
&M
2014
i
-
Supplying and fixing of following
sizes of FRLS PVC conduit along
with the all accessories in
surface/recess including cutting the
wall and making good the same in
case of recessed conduit as required
or clamping with steel truss
complete with junction boxes as
required
PVC pipe of 32mm dia
DSR E
&M
2014
Basic Rate DSR
2014
(E&M) 1741
Basic Rate DSR
2014
(E&M) 1710
Make-ABB/Schneider
8W SPN DB
2+10 way, SPN, double door, MCB
DB
Incoming :
6 amps to 32 amps ratings , TPN
MCB “C” curve 10KA breaking
capacity
ii
-
DSR E
&M
2014
Basic Rate DSR
2014
(E&M) 1707
11
a
12
Market
Rate
MR
Outgoings :
6 amps to 32 amps ratings , SPN
MCB “C” curve 10KA breaking
capacity
LIGHT FIXTURES
Supply following type of light
fixtures with installation
arrangement & proper support etc.
complete as required. (Light
Fixture Hang From the ceiling
Height upto 11mtr or as per site
requirement)
SITC of Eon Make 100W LED
Flood Light For Industrial Shed,
Material -Dia Cast Al. body CR
I>75,CCT-6000k ip65 with 120
degree beam angle and 8500lm
output direct light Distribution Life
50000h Power factor >0.9
EARTHING PITS &
LIGHTENING CONDUCTOR
Set
234
351.00
82,134.00
each
256
10,069.50
2,577,792.00
a
HSR
HSR
31.22.iv+v+31.23i
i+v
b
DSR E
&M
2014
(DSR
2014(e&m)6.1
c
DSR E
&M
2014
(DSR
2014(e&m)6.6
Supply, installation, testing and
commissioning of copper plate
earthing stations making earth pits,
earthing with copper earth plate
600 mm x 600 mm x 3 mm thick
including funnel, charcoal/coke,
salt, all earth work. Providing
masonry enclosure with 10 mm
thick C.I. cover plate having
locking arrangement and watering
pipe, disconnecting/ testing links
etc as per IS: 3043 complete as
required.
Providing and fixing of lightning
conductor finial, made of 25mm dia
300 mm long, copper tube, having
single prong at top, with 85 mm dia
3mm thick copper base plate
including holes etc.complete as
required
Providing and fixing copper tape
20mm x 3mm thick on parapet or
surface of wall for lightning
conductor complete as required
Total Electrical Works
Set
12
1,779.00
130%
4448
74,718.00
Lot
2
764.00
1,528.00
RM
90
406.00
36,540.00
3,742,971.70
Estimate for the PHE work of Construction of CPC Building in Mega Food Park at Indl. Estate, Barhi(Ph-III), Distt. Sonipat.
PLUMBING WORKS
S.N
Item
Item Ref.
Description
Unit
Quantit HSR & Ceiling
Rate +
Amount
o
Sourc
y
DSRPremiu
Ceiling
(Rs.) I/C
e
2014
m in %
Premium
CP
Rate
(Rs.)
1
HSR
30.30
a
Providing and fixing in position best
indian make anglo Indian water
closet suit (as approved by Engineer
in charge) consisting of : (i) Wash
down closet set vitreous China Ware
(to the approval of Engineer in
Charge) with 'P' or 'S' trap with or
without vent as required and suitable
joint for closet inlet; (ii) One piece
seat and lid in hollow black and
white plastic fitted with chromium
platee brass hinges and rubber
buffers (to the approval of the
Engineer in Charge) (iii) 12.5 liter
capacity mosquito proof CI flushing
Sistern of best Indian Make and all
other necessary fittings complete as
fully described in item 30.1. (iv)
32mm diameter telescopic 1.25mm
thick galvanized inside and outside
steel flush pipe with clips;
Complete in all respects including
cutting and making good the wall s
and floors and painting of fittings
etc.
White
each
12
340
1,193.0
0
5,249.20
62,990.40
2
HSR
30.13.(i)
EXTRA OVER item nos. 30.3 to
30.6 FOR PROVIDING AND
FIXING BEST INDIAN MAKE
PLASTIC HYGENIC SEAT with
lid complete instead of hollow Black
or white plaster seat and lid.(i)
White plastic seat (Solid). [HSR 30.
13 (i)].
each
12
340
193.00
849.20
10,190.40
3
HSR
30.67
b
Providing and fixing in position best
Indian make paper holder fixed into
wall with CP brass screws complate
in all respect including cutting and
making good the wall etc.
Vitreous china Ware White
-
each
12
340
35.00
154.00
1,848.00
-
4
HSR
30.41
Providing & Fixing in position best
indian make (ordinary) lavatory
suites consisting of:- (v) Size 560
mm x 450 mm with one no. tap.
[HSR 30.41(v)].
each
Providing and fixing in position 32
mm dia . G.I. waste pipe embedded
in wall or lead waste pipe (weighing
3.47 kg. per metre and 2.8 mm thick)
upto floor level including cost of
wipped solder joint etc. complete (as
required by the Engineer-in-charge.).
[HSR 30.48].
each
12
475
340
2,090.00
25,080.00
5
HSR
30.48
12
98
340
431.20
5,174.40
-
6
HSR
30.15.(i)
EXTRA FOR providing and fixing
32 MM dia G.I./C.P FLUSH PIPE
complete with accessories instead of
32/MM dia galvanized telescopic
flush pipe with clips (as required by
the Engineer-in- charge). (i) 32 mm
dia G.I. flush pipe. [HSR 30. 15 (i)].
each
12
31.5
340
138.60
1,663.20
7
a
HSR
30.19
i
Providing and fixing in position, best
Indian make flat back or angular
lipped front urinal of 465mm high
consisting of (i) Flat back lipped or
angular urinal basin of viterous
China ware (to the approval od
Engineer in Charge) (ii) 5liter
capacity mosquito proof Indian
Make CI automatic flush sistern
painted with non yellowing white
enable paint or other approved shade
enamel paint on outside and superior
black bitumenous paint inside
complete with screwed 15mm pipe;
(iii) Pair of R, S or C I painted
brackets and brass coupling; (iv)
Standard GI flush pipe with CP wall
brass clips and union
completeincluding cutting and
making good the walls and floor and
painting of fittings etc (as required
by the Engineer in Charge) :
white
each
-
18
340
402.00
1,768.80
31,838.40
-
8
HSR
a
30.40
b(I)(i)
Providing and Fixing 25mm thick
marble backs for different type of
urinals (b) viterous China Ware
partition wall (I) small sze 680x
330mm
White
-
each
18
340
200.00
9
HSR
30.68a
Providing and fixing in position best
Indian make towel rails fixed in with
rawlslugs embedded in walls with
C.P. Brass screws, complete in all
respect including cutting and making
goods the walls etc.: (a) 25 mm dia,
C.P. Brass adjustable. (i) 750 mm
long. [HSR 30.68 (a)]
each
Providing and fixing in position 40
mm diameter GI waste pipe
embedded in wall or lead waste pipe
(weighing 4.46 kg /m and 3.0mm
thick) up to floor level as required
by the engineer in charge including
cost of union and plumber joints.
each
6
880.00
15,840.00
294.80
1,768.80
340
67.00
10
HSR
30.62
48
340
118.00
519.20
24,921.60
11
a
HSR
30.53
a
Providing and fixing in position best
quality stainless steel sink with
complete fittings as fully described
in item no 30.51 :
600mmx450mmx200mm
-
each
12
30
5,386.0
0
7,001.80
84,021.60
-
12
HSR
a
30.71
a(ii)
Providing and fixing in position best
Indian make bewelled edge 5.5mm
thick mirror mounted on asbestos
sheet ground fixed in position by
means of 4 no chromium plated
brass screws and washers over
rubber washers and clamps with CP
brass screws (as required by the
engineer in charge) complete
including cutting and making good
the walls.
Indian make 550x400mm
-
each
12
340
94.50
415.80
4,989.60
-
13
HSR
30.74
Providing and fixing in position
super quality 65 mm i/d opening CP
brass dome type hinged grating
weighing about 750gram fixed in
cement mortar 1:2 complete in all
respect (as required by engineer in
charge) :
each
12
340
67.50
297.00
3,564.00
14
a
HSR
30.95
b
Cutting chases in brick walls in
cement or in floorfor embedding GI
or HCI PIPELINE AND making
good the same to its original
conditions.:
150 mm dia.
-
metre
12
340
9.00
39.60
475.20
15
HSR
a
30.90
b
Providing and fixing in position HCI
50mm dia internal diameter outlet
plain Nahani trap ISI marked of the
self cleaning design with CP brass
hinged grating with frame weighing
6.80 kg each fixed complete as fully
described in item no 30.89
Providing and fixing 75 mm outlet
plain nahani trap.
-
each
24
350
100.00
450.00
10,800.00
-
16
HSR
28.34
Making connection with the existing
G.I. branch main up to 40mm size
excluding cost of tee and long screw
but including cartage of material at
site etc. complete :
each
12
300
23.85
95.40
1,144.80
17
HSR
a
30.75
c
Providing and fixing in position
15mm i/d C.P. brass bib cock of
best quality (as required by the
engineer in charge)
Bib cock
-
each
12
340
100.00
440.00
5,280.00
-
18
HSR
a
30.75
a
Providing and fixing in position
15mm i/d C.P. brass bib cock of
best quality (as required by the
engineer in charge)
Bib cock long body
-
each
12
340
116.00
510.40
6,124.80
-
19
HSR
30,82
Providing and fixing in position best
Indian make flexible tube connection
-
:
a
b(iii)
15mmx 450mm
each
12
340
40.00
176.00
2,112.00
-
20
HSR
a
30.76
a
Providing and fixing in position C.P.
brass stop cock (as approved by
engineer in charge).
15 mm nominal bore.
each
12
340
101.00
444.40
5,332.80
-
21
HSR
a
30.81
b
Providing and fixing in position best
Indian make C.P. brass wall mixer
15 mm
With telephonic Shower
each
12
340
418.00
1,839.20
22,070.40
-
22
a
HSR
30.84
a
Providing and fixing in psition HCI
soil waste vent or antisyphonage
pipes to IS specifications of ELC
manufacture or of any other repUted
firm including cutting and wastage
etc and cutting holes in walls, roof or
floor etc and making good to its
original condition but excluding cost
of lead jointing.
b)
100mm dia
-
metre
420
350
97.50
438.75
184,275.0
0
-
23
HSR
30.91a
a
Providing and fixing in position
H.C.I. specials for soil, waste, vent
or anti-syphonage pipes to I.S.I.
marked including cutting and
wastage etc. cutting holes in walls
roofs or floors etc. and making good
to its original condition but exluding
cost of lead jointing. (100 mm dia ID
pipe). [HSR 30.91 (a)].
(i) Heal rest bend.
-
each
24
350
58.00
b
c
(ii) Double junction with door 100
mm x 100 mm 100 mm x 100 mm
each
(xiii) Bend with door.
each
24
99.00
24
(xiv) Bend Plain
each
24
(xvi) Cowls.
each
24
(xvii) Door piece.
each
24
(xxii) Collars.
each
270.00
6,480.00
238.50
5,724.00
164.25
3,942.00
238.50
5,724.00
121.50
5,832.00
350
53.00
g
10,692.00
350
36.50
f
445.50
350
53.00
e
6,264.00
350
60.00
d
261.00
350
48
350
27.00
24
HSR
30.86
Providing and fixing in position HCI
grating 150mmx 150mm for gully
trap including painting with black
bitumen paint of approved
manufacture.
each
24
350
7.20
32.40
777.60
25
DSR2014
18.10
Providing and fixing G.I. pipes
complete with G.I. fittings and
clamps, i/c cutting and making good
the walls etc.
-
a
18.10.6
a)
50mm dia
metre
180
0
527.20
b
18.10.5
b)
40mm dia
metre
60
c
18.10.4
c)
32mm dia
metre
60
d
18.10.3
d)
25mm dia
metre
60
e
18.10.2
e)
20mm dia
metre
60
f
18.10.1
f)
15mm dia
metre
60
425.65
a
a
b
b
25 to 32 mm dia nominal bore
343.20
20,592.00
304.15
18,249.00
249.30
14,958.00
215.10
12,906.00
-
-
0
215.10
Painting GI pipes and specialswith
first and second quality synthetic
enamel paint in all shades of existing
or new work . Two coats of paint
including cleanig, rubbing surface
etc.
10 to 20 mm dia nominal bore
25,539.00
0
249.30
30.106
425.65
0
304.15
HSR
94,896.00
0
343.20
26
527.20
0
-
10metr
e
120
10
metre
120
340
7.75
34.10
4,092.00
44.44
5,332.80
340
10.10
27
a
DSR2014
18.17
18.17.1
Providing and fixing gun metal gate
valve with C.I. wheel of approved
quality
(screwed end) :
25 mm nominal bore
-
each
24
0
428.85
428.85
10,292.40
28
a
b
HSR
29.84
b
c
Constructing brick masonry
inspection Chamber size given as
below up to 0.60m average depth in
cement mortar 1:5, lime concrete
with 40% llime mortar 2:3 in
foundation cement concrete 1:2:4
benching 12mm thick cement plaster
1:2 with a floating coat of 1mm neat
cement RCC 1:2:4 100mm thick /CC
topping, 50mm thick with 455mm
x455mm/ 455mmx610mm inside
light duty C.I. inspection chamber
coverand frame, weight as per ISI
specifications, painting with three
coats of black bitumenatic superior
paint complete as per standard
design.:
Size 450mm x600mm inside ( with
450mm x 610mm coverand frame
single seal pattern1 weighing 38kg
with CC topping)
Size 600mm x900mm inside ( with
455mm x 455mm cover and frame
light duty single weighing 20kg with
RCC slab)
-
each
12
450
582.00
each
12
3,201.00
38,412.00
3,795.00
45,540.00
450
690.00
29
29.85
a
b
Extra for over 0.30m depth of
inspection chamber
450mmx600mm
per
0.30m
depth
7.2
450
103.00
566.50
4,078.80
b
c
600mmx 900mm
per
0.30m
depth
7.2
litre
12
450
139.00
764.50
5,504.40
30
31
HSR
HSR
30.119
30.110b
Providing and fixing HDPE water
storage tanks of Syntex, Dplast, OK,
Supereme make with covers with
marked with IS 12701 on roof top of
building including cost of hoistnd
and placing in position, making
connections with inlet and outlet
pipes, providing over flow and scour
provision with suitable plug on scour
pipeincluding cost of nipples,
washers, flanges all connection
complete. installing PVC water
storage tank of 2000 lt capcity
Providing and fixing in position
automatic brass ball valves in tanks.
(b) With Plastic Ball (ii) 20 mm
internal diameter. [HSR 30.110 (b)
(ii)].
each
12
10424
55
0
10,424.00
125,088.0
0
242.00
2,904.00
340
32
a
DSR2014
19.3
19.3.2
Providing and laying cement
concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40
mm nominal size) up to haunches of
S.W. pipes including bed concrete as
per standard design :
150 mm diameter S.W. pipe
-
metre
300
456.45
136,935.0
0
b
19.3.4
250 mm diameter S.W. pipe
metre
780
624.60
487,188.0
0
-
33
HSR
30.114
a
Providing and fixing in position
gully trap fixed in cement concrete
1:4:8 complete with HCI grating
150mmx 150mm cast Iron weighing
approx 7.26kg and frame clear
opening 300mmx 300mmand
chamber including cost of brick
work
in cement mortar 1:5
cement concrete1:8:16 in
foundations. And cement concrete
1:2:4 in coping around CI frame and
cover etc. with three coats of black
bitumestic superior paint of
approved manufacture of all CI work
as per standard design. Minimum
depth of water should be 150mm
with a minimum seal 50mm.:
100 mm internal diameter.
-
each
12
340
166.00
730.40
8,764.80
-
34
DSR2014
DSR/19.27
Constructing brick masonry road
gully chamber 50x45x60 cm with
bricks of class designation 75 in
cement mortar 1:4 (1 cement : 4
coarse sand) including 500x450 mm
pre-cast R.C.C. horizontal grating
with frame complete as per standard
design :
-
a
19.27.1
With F.P.S. bricks
each
15
0
3,957.5
0
TOTAL FOR PHE WORKS
(PLUMBING )
3,957.50
59,362.50
1677575.
7
BOQ for Supply and Erection of Pre Engineered Building for CORE PROCESSING CENTRE
SCHEDULE OF OFFER RATES FOR SUPPLY& ERECTION OF PRE ENGINEERED BUILDING (P.E.B.).
FOR HSIIDC.
AT BARHI, SONIPAT, HARYANA
THE OFFER SHALL BE AS PER THE UNDER-MENTIONED FORMAT ONLY. PLEASE DO NOT QUOTE IN ANY OTHER
FORMAT
Core Processing Centre (110.23M X 93.65M)
(A) Colour Coated Galvalume Roofing Sheet (0.50mm TCT) (incl. ridge, flashing, Gutter, barge cap etc):
1) Area of Roofing Sheet
____________________
Sqm
2) Supply Rate* of Roofing Sheet Rs.____________________ per Sqm Amount:_____________
3) Erection Roofing Sheet
Rs._____________________ per Sq.m Amount:______________
Total Amount (A) : Rs _________________________________________________________________
(B) Colour Coated Galvalume Side Cladding Sheet (0.50mm TCT):
1) Area of Cladding Sheet
____________________
Sqm
2) Supply Rate* of Cladding Sheet Rs.____________________ per Sqm. Amount:______________
3) Erection Rate of Cladding Sheet Rs.____________________ per Sqm Amount:_______________
Total Amount (B) : Rs.________________________________________________________________
(C) Structural Steel (Base plates, Columns, Trusses, Cross-bracings, Purlins, etc.)
1) Quantity of Steel
__________________ MT
2) Supply Rate* of Structural Steel Rs. ____________________ per MT: Amount: ______________
3) Erection with painting Rate of Structural Steel Rs. _________ per MT:
Amount: _______________
Total Amount (C) : Rs._________________________________________________________________
(D) Turbo Ventilators (SS 600mm dia) :
1) Quantity of Ventilators on roof
____________________
Nos
2) Supply Rate* of Turbo Ventilators Rs.____________________ per Nos: Amount:_____________
3)Erection Rate of Turbo Ventilators Rs.____________________ per Nos: Amount: ____________
Total Amount (D) : Rs.________________________________________________________________
(E) 2 mm thick Poly-carbonate Sheet for Roofing & Side cladding, Day Light Panels :
1) Quantity of Sheet
____________________
Sqm
2) Supply Rate* of Polycarbonate Sheet Rs. ___________________ per Sqm: Amount: ___________
3) Erection Rate of Polycarbonate Sheet Rs. ____________________ per Sqm: Amount: ____________
Total Amount (E) : Rs._________________________________________________________________
(F) Fiberglass insulation having thickness 50m.m,facing reinforced aluminum foil having density of 16Kg/Cu.mt.
1) Quantity of Sheet
____________________
Sqm
2) Supply Rate* of insulation Sheet Rs.____________________ per Sqm: Amount:______________
3) Erection Rate of insulation Sheet Rs. ____________________ per Sqm: Amount: _____________
Total Amount (F) : Rs._______________________________________________________________
(G) 0.8 mm Thick deck sheet for Mezzanine Area -________________Sqm
1) Supply rate _________________Per sqm amount
2) Erection rate________________per sqm amount
* Rate shall be all inclusive landed prices at Mega Food Park, HSIIDC, Project site @ Barhi, Sonipat, Haryana, India
FINANCIAL CONSIDERATIONS : CORE PROCESSING CENTRE
Total Amount
Description
Supply Amount (In Erection & painting (Supply + Erection)
Lacs)
Amount (In Lacs)
(In
Lacs)
(A+B+C+D+E+F)
Pre Engineered Building
Works
Amount
in `
Rupees for 1 Unit
NOTES:-
`
`
1.
In case of any discrepancy between the description and rates given above and those in HSR, the description and rates shall be considered
as per HSR. This will be applicable for all items of civil, electrical and public health works.
2.
The whole work shall be carried out strictly in accordance with the Haryana PWD Specifications Book 1990 latest edition as applicable to
Haryana state with up to date correction slips.
SECTION – 6
FORM FOR PRICE BID
I/we hereby tender for the execution of the works for the Haryana State Industrial & Infrastructure Development Corporation Ltd. (hereinafter
referred to as HSIIDC) specified in the underwritten memorandum within the time specified in such memorandum.
Single percentage rates are to be quoted in the box specified below in figures as well as words above/below applicable on each item of bill of
quantities.
We quote our rates ____________%
(in figures)
We quote our rates ____________%
(in words)
above/below which will be applicable on the above/below which will be applicable on the
rate of each item of bill of quantities.
rate of each item of bill of quantities.
And in accordance, in all respects, with the specifications, drawings and instructions in writing referred to in Section-1 to 6 of this document and
with such materials as are provided by the Engineer-in-Charge in all other respect in accordance with such conditions so far as applicable.
Enter the rates both in words as well as in figures, only in the space provided above. In the event of variation of rate in words & figures, the lower
value only shall be considered. Only single percentage on all items of DNIT/BOQ is to be entered. In case more than one percentage is entered, the
tender will be rejected.
MEMORANDUM
a.
General Description
CONSTRUCTION
OF
CORE
PROCESSING
CENTRE,
AT
INDUSTRIAL ESTATE, BARHI,
Distt. Sonipat,
b.
DNIT cost
Rs. 1084.30 Lakh
c.
Earnest money
Rs. 21.70 Lakh
d.
Security to be deducted
5% of all bills(including earnest money)
e.
Time allowed for completion of the work
Six (6) months
(Signature of the contractor)
If this tender is accepted, I/We hereby agree to abide by and fulfill all the terms & provisions of the said conditions of contract annexed hereto so
far as applicable or in default thereof forfeit to and pay to the Corporation or its successors in office the sums of money mentioned in the said
conditions.
The sum of Rs. _____________ is herewith forwarded online challan No. _________ dated ___________ as earnest money, the full value of
which is to be absolutely forfeited by the Corporation or its successors in office without prejudice to any other rights or remedies of the said
Corporation or its successors in office, if I/We fail to commence the works specified in the above memorandum or otherwise the said sum of Rs.
____________ shall be retained by the Corporation on account of the security deposit specified in Clause-1 of the said conditions of contract.
Should I/we withdraw or modify the tender within the period of bid validity, my/our earnest money will stand forfeited to the said Corporation.
(Signature of the Contractor)