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7/29/2019 Package II Part I.2 Civil BOQ for Service Block
1/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
I.2 SERVICE BAY COMPLEX, SUB STATION & TRANSFORMER YARD
EARTH WORK
1 1040 Clearing Jungle including uprooting of rank
vegetation, grass, brush wood, trees and
sapplings of girth upto 30 cm measured at a height
of 1m above ground level and removal of rubbishupto a distance of 50m outside the periphery of the
area cleared. (Note: If however, only grass is met
with, the area will be measured and paid for, under
as a separate item.)
Sq.M
2 Felling trees of the following girth (measured at a
height of 1M above ground level) including cutting
of trunks and branches removing the roots, filling
the pit and depression, stacking of the serviceable
materials and disposal of unserviceable material
etc., as directed for:
a) 2 Felling Trees-beyond 30 cm upto including 60cm
girth
No
b) 2 Felling Trees-beyond 60 cm upto including 120cm
girth
No
-
240cm girth
3 679 Providing and injecting Chemical emulsion for PRE-
CONSTRUCTIONAL Anti-termite treatment and
creating a chemical barrier on top surface of plinth
filling, junction of inside wall and floor, on top of
damp proof course (DPC) or on masonry at the
level of plinth filling as per IS 6313 (Part-II) - 1981
using chemicals like chloropyripos emulsifiable
(IS: 8944-1978) 20EC, mixed with water in 1:19
ratio (i.e. 1 litre of chemical to 19 litres of water).
The emulsion is spread at 5 lit/sqm on top surface
of plinth filling, top of Damp proof course and at 1
lit / linear meter along the junction of wall and floor,
all as per specifications and directions. (Plinth
area of the building at ground floor only shall be
measured).
Sq.M
4 Earthwork in excavation for FOUNDATION
TRENCHES in ALL KINDS OF SOILS including
dressing of sides, ramming of bottom and
disposing the surplus excavated materials within a
distance of 50m and lift upto 1.50m complete as
per specifications. (Disposed soil to be leveled by
breaking clods if any and neatly dressed).
Page 1 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
2/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
a) 413 Depth upto 1.5m Cu.M
b) 91 Depth below 1.5m and upto 3.0m Cu.M
5 118 Earthwork in excavation for FOUNDATION
TRENCHES in ROCKS, OTHER THAN HARD
ROCKS (ORDINARY ROCKS) either by manual
labour or by muffled blasting upto a depth not
exceeding 1.5m including stacking or disposing
the excavated materials, lead upto 50m and lift
upto 1.50m etc., complete all as per specifications
and directions of Engineer-in-Charge.
Cu.M
6 30 Earthwork in excavation for FOUNDATION
TRENCHES in HARD ROCK by muffled blastingupto an initial depth not exceeding 1.5m including
stacking or disposing the excavated materials,
lead upto 50m and lift upto 1.50m etc., complete
all as per specifications and directions of Engineer-
in-Charge.
Cu.M
7 30 Earthwork in excavation for FOUNDATION Cu.M
TRENCHES in HARD ROCK by chiselling upto a
depth not exceeding 1.5m including stacking or
disposing the excavated materials, lead upto 50m
and lift upto 1.50m etc., complete all as per
specifications and directions of Engineer-in-
Charge.
.
8 Earthwork in excavation OVER AREAS (exceeding
30cms in depth, 1.50mtr width as well as 10 sqm
on plan) in ALL KINDS OF SOIL including disposal
of excavated earth, lead upto 50m and lift upto
1.50m etc., complete all as per specifications.
(Disposed earth to be levelled by breaking clods if
any and neatly dressed).
a) 129 Depth upto 1.5m Cu.M
b) 43 Depth below 1.5m and upto 3.0m Cu.M
Page 2 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
3/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
9 Earthwork in excavation over AREAS in
ORDINARY ROCKS either by manual labour or by
muffled blasting upto a depth not exceeding 1.5m
including stacking or disposing the excavated
materials, lead upto 50m and lift upto 1.50m etc.,
complete all as per specifications and directions ofEngineer-in-Charge.
a) 37 Depth upto 1.5m Cu.M
b) 12 Depth below 1.5m and upto 3.0m Cu.M
10 Earthwork in excavation over AREAS in HARD
ROCK by MUFFLED BLASTING upto a depth not
exceeding 1.5m including depositing and stacking
useful materials for measurementsand disposing
the waste materials, lead upto 50m and lift upto
1.50m etc., complete all as per specifications anddirections of Engineer-in-Charge.
a) 9 Depth upto 1.5m Cu.M
b) 3 Depth below 1.5m and upto 3.0m Cu.M
11 Earthwork in excavation over AREAS in HARD
ROCK with CHISELLING upto a depth not
exceeding 1.5m including depositing and stackinguseful materials for measurements and disposing
the waste materials, lead upto 50m and lift upto
1.50m etc., complete all as per specifications and
directions of Engineer-in-Charge.
a) 9 Depth upto 1.5m Cu.M
b) 3 Depth below 1.5m and upto 3.0m Cu.M
Page 3 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
4/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
12 596 Fill ing available excavated approved earth
(excluding rock) in trenches, sides of foundations,
plinth, etc, in layers not exceeding 15cms depth
breaking clods, consolidating each deposited layer
by ramming, watering and dressing, etc., complete
for lead upto 50m and all lifts etc., complete as perspecifications.
Cu.M
MASONRY
13 Providing and constructing COURSE RUBBLE
GRANITE STONE MASONRY using hard granite
stones obtained from approved quarry with edges
of stones hammer dressed in courses not less
than 20 cms with bond stones at 2m apart in each
course including curing, raking out joints and
simultaneously flush pointing with the same mortar
etc; complete all as per specifications IN
FOUNDATION AND PLINTH. (The mix ratio
specified is for cement : coarse sand)
15 In cement mortar 1:6 Cu.M
14 Providing and constructing Solid Cement Concrete
Block masonr in cement mortar 1:6 1 Cement : 6
Coarse sand) using factory made, load bearing,
approved quality Cement Concrete blocks of
specified size, Grade D (4.0), Density of blocks
not less than 1800 kg/cum. Minimum average
Compressive strength of units - 4.0 N/sqmm and
Minimum strength of individual units 3.2 N/sqmm,
setting in position, curing, raking out joints
wherever required etc., complete with all leads and
all as per specifications and directions of the
Engineer-in-charge. IN FOUNDATION AND
PLINTH
91 For 200mm thick walls using (400 x 200 x 200)
mm size blocks.
Cu.M
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7/29/2019 Package II Part I.2 Civil BOQ for Service Block
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
15 Providing and constructing Solid Cement Concrete
Block masonry in cement mortar 1:6 (1 Cement : 6
Coarse sand) using factory made, load bearing,
approved quality, Grade D (4.0), Density of blocks
not less than 1800 kg/cum. Minimum average
Compressive strength of units - 4.0 N/sqmm andMinimum strength of individual units 3.2 N/sqmm,
set to level plumb including setting in position,
providing scaffolding, curing, raking out joints
wherever required etc., complete with all leads and
all as per specifications and directions of the
Engineer-in-charge. IN SUPER STRUCTURE
UPTO ALL HEIGHTS.
225 For 200mm thick walls using (400 x 200 x 200)
mm size blocks.
Cu.M
PLAIN CEMENT CONCRETE
16 Providing and laying cement concrete using 40mm
nominal size graded hard granite stone aggregate
obtained from approved quarry including
compaction, finishing top surface to level, curing
but excluding cost of formwork, etc., complete as
per specifications. Mix ratio specified is for
cemen : coarse san : gra e s one aggrega e .
a) 39 In foundations with PCC 1:5:10 Cu.M
b) 85 In sub-base to floors & Hardstand with PCC 1:5:10 Cu.M
c) 14 In top base to hardstand with PCC 1:3:6 Cu.M
17 Providing and laying cement concrete using 20mm
nominal size graded hard granite stone aggregate
obtained from approved quarry including
compaction, finishing top surface to level, curing
but excluding cost of formwork, etc., complete as
per specifications. Mix ratio specified is for
(cement: coarse sand: graded stone aggregate).
29 In foundations with PCC 1:3:6 Cu.M
Page 5 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
6/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
18 Providing and laying cement concrete using
graded hard granite stone aggregate of 20mm
nominal size obtained from approved quarry
including formwork, compaction, finishing, curing,
etc., IN BED BLOCKS, SILL BLOCKS COPING
upto all heights complete all as per specifications.Mix ratio specified is for (cement: coarse sand:
graded stone aggregate). The work includes
providing throating/ drip mould wherever required
as per standard engineering practice of size not be
less than 40mm x 15mm. The rate is inclusive for
making drip mould and no extra cost shall be paid
for.
a) 3 In coping with P.C.C (1:3:6) Cu.M
b) 1 In window cil ls with P.C.C (1:3:6) Cu.M
c) 3 In blocks for fencing posts with P.C.C (1:2:4) Cu.M
REINFORCED CEMENT CONCRETE
19 Providing & laying in position machine batched,
machine mixed and machine vibrated design mix
cement concrete of specified grade for reinforced
cement concrete structural elements, using graded
hard granite stone aggregates of maximum 20mm
nominal (down graded) size obtained fromapproved quarry including fine aggregates
conforming to latest IS 383 and cement all as per
approved design mix proportions conforming to
latest IS 10262 with minimum cement content for
durability including supplying and providing
concrete cover blocks etc., which shall be followed
as per latest IS 456-2000 including mixing,
transporting, placing vibrating, compaction,
finishing to required levels, curing etc., complete
all as per specifications but excluding cost of
formwork and steel reinforcement.
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7/29/2019 Package II Part I.2 Civil BOQ for Service Block
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
Rate to include labour for keeping embedments if
any wherever required while casting. Rate also to
include lift charges and scaffolding for heights,
depths and levels from FFL/GL. (The design mix
proportions shall clearly indicate cement: fine
aggregate: coarse aggregate: water cement ratioand approval shall be obtained from Engineer-in-
charge for initial and subsequent mixes as and
when there will be change in quarry/materials for
M-25 grade reinforced cement concrete, etc., all
work upto plinth level.
a) 220 Footings Cu.M
b) 26 Pedestals Cu.M
c) 17 Columns Cu.M
d) 70 Plinth beams Cu.M
20 Providing & laying in position machine batched,
machine mixed and machine vibrated design mix
cement concrete of specified grade for reinforced
cement concrete structural elements, using graded
hard granite stone aggregates of maximum 20mm
nominal (down graded) size obtained fromapproved quarry including fine aggregates
conforming to latest IS 383 and cement all as per
approved design mix proportions conforming to
latest IS 10262 with minimum cement content for
durability including supplying and providing
concrete cover blocks etc., which shall be followed
as per latest IS 456-2000 including mixing,
transportation, placing, vibrating, compaction,
finishing to required levels, curing etc., complete
all as per specifications but excluding cost of
formwork and steel reinforcement.
Page 7 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
8/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
Rate to include labour for keeping embedments if
any wherever required while casting. Rate also to
include lift charges and scaffolding for heights,
depths and levels from FFL/GL. (The design mix
proportions shall clearly indicate cement: fine
aggregate: coarse aggregate: water cement rationand approval shall be obtained from Engineer-in-
charge for initial and subsequent mixes as and
when there will be change in quarry/materials for
M-25 grade reinforced cement concrete, etc., all
work above plinth level upto all heights.
a) 59 Walls (any thickness) including attached pilasters,
buttresses, plinth and string courses, fillets,
columns, pillars, piers, abutments, posts and
struts, etc.,
Cu.M
b) 212 Beams, suspended floors, roofs having slope upto
18 degree, landings, balconies, shelves, chajja,
lintels, bands, plain windows sills, staircases andspiral staircases etc.,
Cu.M
FORM WORK
21 Providing rigid and water tight centering and
shuttering using best quality wood/ plywood /steel
forms and centering with steel props, acro tubes
etc., including strutting, propping, bracing, staging
etc., complete for all RCC items fixed in position
as required including labour for careful removal of
form work etc., complete all as per specifications
at all heights. In Horizatal / Vertical / slanting
surfaces.
a) 294 Foundations, footings, bases of columns, mass
concreting, floorings, etc
Sq.M
b) 1031 Lintels, beams, plinth beams, girders, bressumers
and cantilevers
Sq.M
c) 783 Suspended floors, roofs, landings, shelves and
their supports, balconies and chajjas.
Sq.M
d) 503 Columns, pil lars, abutments, posts and struts. Sq.M
Page 8 of 22
7/29/2019 Package II Part I.2 Civil BOQ for Service Block
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
22 Extra for additional height in centering, shuttering
wherever required with adequate bracing, propping
with steel props, acrotubes etc., including cost of
deshuttering and decentering at all levels, for
suspended floors, roofs, landings, beams and
balconies, etc., for NOTE: (1) Plan area to bemeasured (2) Floor height to be taken from
finished floor level (3) This item is applicable only
for roof/high bay slabs & beams and not applicable
to other items such as columns, walls, etc.
703 For all RCC items at 6.4m level over initial height
of 3.5Mtr
Sq.M
STEEL WORK
23 Steel reinforcement for all RCC items including
decoiling, cutting, hooking, bending, cranking,
fabricating to required shape, placing in position
and tying the system with soft drawn annealed
binding wire of diameter not less than 1.00mm with
2 strands etc., complete all as per specifications at
all heights (binding wire will not be measured for
62 With TMT 415 bars. M.T
24 Supplying, fabricating, assembling, hoisting /
erecting and fixing in position at all heights and
with all leads, structural steel works of welded built-
up sections, all as per structural drawings and as
per detailed specifications (for materials and
workmanship) in the situations describedhereinafter including
a) Cutting of components to required lengths/
widths and shapes/ profiles
b) Smooth machining of edges/ faces
c) Welding (electric arc welding) at joints of built-
up sections/ single sections for required weld
lengths and sizes and
d) Painting all over with two coats of synthetic
enamel paint of approved quality, make and colour
/ shade over one coat of red oxide zinc chromate
primer with surfaces duly pressed to receive
painting etc., complete all as directed by the
Engineer-in-Charge.
NOTE: The Contractor shall submit fabrication
shop drawings for work involved based on
construction drawings (that may be issued during
construction period) for approval by Engineer-in-
charge.
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
The fabrication work shall start only after approval
to the fabrication drawings. Any change required
in the fabrication drawings shall be carried out at
no extra cost over the quoted rates. Fabrication
shall be in a perfectly workmanship like manner
and as provided in Section V and VI of IS 800 andIS 7215. Welding shall be carried out by qualified
Electrodes for welding, the procedure, selection,
test and inspection shall conform to provisions in
IS 816. IS 818, IS 822 and IS 833. Erection /
hoisting shall commence only after passing of
fabricated parts by the Engineer-in-charge.
a) 2.50 Structural steel works in welded built up sections
with MS channels for fencing posts
M.T
b) 2.00 Structural steel works of supports for CABLE
TRENCH COVERS/ DRAIN COVERS fabricatedwith single sections of MS Angles, tees and other
sections.
M.T
c) 12.50 Structural steel works of CABLE TRENCH
COVERS/ DRAIN COVERS with Chequered MS
M.T
.
24.1 Providing and fixing hand rail by welding etc., to
steel ladder railing, balcony railing and staircase
railing including applying a priming coat of
approved (zinc chromate) steel primer etc., and as
per specification above item
270 M.S. Tubes (medium) : 40mm nominal bore Kgs
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7/29/2019 Package II Part I.2 Civil BOQ for Service Block
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
FLOORINGS
25 Providing and laying cement concrete in
pavements and ramps in panels not exceeding 10
sqm per panel and plinth protection in panels not
exceeding 3 sqm per panel using graded hard
granite stone aggregate including providingnecessary formwork, making 10mm wide grooves
in panels for depth of 1/3rd of thickness of
pavement or 40mm whichever is more and filling
the grooves with approved hot poured sealing
compound confirming to grade A or B of IS-1834,
consolidation, curing and treatment for the top with
broom finish, etc., complete all as per
specifications, Mix ration specified is for (cement:
coarse sand: graded stone aggregate).
a) 13 Using 20mm nominal size aggregate In CC 1:3:6
for Plinth protection
Cu.M
b) 7 Using 20mm nominal size aggregate In CC 1:3:6
for Ramps
Cu.M
rov ng p a n cemen mor ar s r ng mm c
in a mix of 1:3 including a base layer and finished
smooth to required level and plumb at corners and
at face in cement slurry mixed at the rate of 10Kgs
per 10 Sqm inclusive of hand rubbing, curing, etc.,
complete all as per specifications. ( Rate to
include cost of chasing of walls wherever
required).
157 In skirting 100mm high. Mtr.
27 Providing and laying Indian patent stone f looring
with cement concrete 1:2:4 (1cement: 2 coarse
sand: 4 graded stone aggregate) using graded
granite stone aggregate obtained from approved
quarry laid to level or slope in bays not exceeding
3sqm per panel including providing 3mm thick
aluminium dividing strips to the full depth of the
flooring and finished smooth, curing, etc.,
complete all as per specifications.
641 40mm thick (Using 20mm nominal size stone
aggregate)
Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
28 Providing and laying Ceramic tile flooring / dadoing
of approve quality, size, colour and thickness
according to the dimensions of tiles and having
scratch hardness and other parameter conforming
to IS 13630 ( Bell or Navin or spartek or Jhonson
or kajaria or somany or equivalent make) laid overa bed/backing as specified below, with cement
slurry at 3.30 kg/sqm, close jointed and pointed
with matching white cement slurry mixed with
approved pigment and finishing to required level,
curing etc., complete all as per specification and
as directed by EIC at all floors.
a) 8 In flooring with approved colour Matt finish / Anti-
Skid premium floor tiles of size 300mm x 300mm
as per IS 13755-1993 over bed/backing of 20mm
thick in CM 1:4.
Sq.M
b) 17 In dado with approved colour wall tiles (Regular /
plain or dark colour / glossy or mat series ) size
300mm x 200mm as per IS 13753-1993 over abed/backing of 12mm thick in CM 1:3.
Sq.M
29 Providing and laying 18 to 30mm thick polished
Kota stone slab flooring / skirting / dadoing / riser /
tread using slabs, machine cut to required size,
,
and cement slurry at the rate of 4.4 kg/sqm for
bedding and 2 kg/sqm for joints, close jointed and
pointed with grey cement slurry mixed with
pigments to match the shade of the slabs, finishing
to required level and slope, curing, rubbing,
cleaning with oxalic acid and wax polishing etc;
complete all as per specifications.
6 For treads and risers Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
WOOD WORK & JOINERY
30 Supplying and fixing standard steel rolling shutter
made out mild steel stips slats or laths of deep
convex corrugations made from from tested steel
sheets confirming to IS-277 specifications for
galvanised steel sheets 63mm to 75mm wide,1.25mm thick, machined rolled and straightened
with an effective bridge depth not less than 15mm
including interlocking the laths through out the
length, mounting on specially designed pipe shaft
including all accessories such as top cover of
required size, side guides of size 63.5mm x
25.4mm (2.5" x 1" ) made out of 10g thick plate
and "L" reinforced angle iron fixed out side
brackets, suspension shafts, top rolling springs
made out of strong and best tested continental
spring,
hood covers made out of mild steel sheets not less
than 0.9mm thick, bottom rails, locking
arrangements, painting with one coat of factory
finish red oxide zinc chromate primer of approved
make, etc., complete all as per specifications in all
floors.
41 Gear opearated type (Mechanical type) with ball
bearings, operated by a bevel gear box and crank
handle upto a clear area of 25sqm.
Sq.M
31 Providing and fixing steel door system made out of
standard rolled steel sections. The door frame,
shutter frame and diagonal stiffeners for the
shutters, styles and rails and for shutters shall be
MS angles / Tees. The shutter frame shall be
covered with MS sheet (single / double skin)
electrically welded. The door frame shall have
base tie made out of 12mm square MS rod
embedded in flooring and 3nos. of 15mm x
3.15mm lugs of 100mm long on each side
embedded in cement concrete blocks of size 150 x
100 x 100mm of 1:3:6 mix (1 cement : 3 coarse
sand : 6 hard granite stone aggregate 20mm
nominal size) or with anchor fasteners or with
fixing clips with bolts and nuts as required.
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7/29/2019 Package II Part I.2 Civil BOQ for Service Block
15/22
Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
fixtures for hinged openings (arrangement with
steel bearings wherever necessary), cost of labour
for fixing of mortice lever locks, aluminium
handles, door fittings like tower bolts etc., supplied
free for fixing including screws/ bolts (or theses
materials measured separately elsewhere) whereshutters are involved etc., complete, cost of
providing and fixing of glass of selected glazing
quality of thickness and type of glass specified
hereinafter or panel boards including nylon or PVC
or rubber lining of approved quality wooden
grounds, rubber gasketc, aluminium glazing clips,
mastic etc.,
and fixing with aluminium glazing clips and also
snap-on type with holes as per drawing and
specifications provided for separately in the sub
items following the main items of frame work for
partition and door shutters as below:
NOTE: All fitting works shall be carried out as per
IS specifications including necessary rivets,
screws, lugs, scaffolding, etc., complete all
generally as per drawings.
The sizes of the components should confirm as
per details in drawings.
a) 170 Providing and f ixing of coloured Anodised
aluminium (Matt finish) frame work (Horizontal and
Kgs
Verticals) for partitions Doors/ Windows with
required sections of JINDAL/INDAL make or
equivalent including all items and contingencies
described above complete (Aluminium beadings
and glazing clips measured under this item only)
b) 112 Providing and fixing of frame work (Styles and
rails) for Doors shutters/ window shutters with
required sections of JINDAL/INDAL make orequivalent including providing all items and hinged/
pivotes arrangements for operation of shutters and
labour cost for fixing of door fittings and locks
(Which shall be free issues for fixing or paid
separately) etc., complete. (Aluminium beadings
and glazing clips measured under this item only).
Kgs
c) 10 Providing and fixing Glass panes of selected
glazing quality and thickness as specified below
including providing and fixing Nylon/ rubber/ PVC
lining of approved quality and fixing with aluminium
glazing clips/ Aluminium beadings (Supply cost of
aluminium clips/ Aluminium beadings are
measured in items above for DOORS/ WINDOWS/PARTITIONS etc., Using 4mm thick plain glass
Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
d) 27 Providing and fixing Glass panes of selected
glazing quality and thickness as specified below
including providing and fixing Nylon/ rubber/ PVC
lining of approved quality and fixing with aluminium
glazing clips/ Aluminium beadings (Supply cost of
aluminium clips/ Aluminium beadings aremeasured in items above for DOORS/ WINDOWS/
PARTITIONS etc., Using 5mm thick plain glass
Sq.M
33 Supplying of factory made composite door shutter
with frame and single shutter manufactured by
M/s. Fimen Fibre Products Pvt. Ltd. Or equivalent
with door frame of size 70x50mm. The door
shutter shall be of rigid G.R.P. sandwich composte
structure of 26mm thick (minimum) laminated on
all sides with G.R.P. skin fabricated using U.V.
stabilized Isopthalic gel coat and one layer of 450
GSM E glass chopped strand mat (CSM)
impregnated with polyster resin. The thickness of
skins shall not be less than 1.5mm
2.1 Expanded polysterene structural foam panel of
density 20kg/cum shall be used as core material
for the whole areas of door except the wooden
frame structure. The wooden reinforcements
made of seasoned salwood block of minimum
Sq.M
cross section of 70x26 for lock side 40x26 all
round forming the framework for shutter and
minimum of 75mm wide intermediate strip for the
width of the door for fixing locks and fixture and
shall conform to IS-4020-1998. The finish of the
shutter be without grains and of approved colour
etc., complete all as per manufacturers
specifications at all heights.
34 Providing and fixing MS grills of required pattern in
wooden / steel frames of windows, ventilators,
clerestory windows, etc; with M. S flats, square
orround bars with round headed bolts and nuts or
by screws, etc; complete all as per drawings and
directions of Engineer-in-charge.
445 Plain grill ( With vertical, horizontal members or a
combination of both)
Kgs
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
35 37 Providing and fixing SS mosquito proof and fly
proof mesh to aluminium frame work including
cost of mesh, and labour for fixing builders
harware and locking arrangements etc., complete
all as per specifications but excluding cost of
builders hardware and locking arrangement issuedby the Department free of cost. (Aluminium frame
work shall be measured under the relevant item)
Sq.M
ROOFING
36 Providing and laying water proofing treatment over
RCC roof in 3 courses, as specified below, after
thoroughly cleaning surface of the roof slab with
wire brush, cleaning of dust and foreign matters,
raking and cleaning of construction joints if any
etc., complete to make the surface suitable for
receiving water proofing treatment.
I Course: The existing covering on slab to be
removed and the surface of the RCC slab
exposed. Construction joints if any are to be raked
and cleaned. A coat of cement slurry at the rate of
4.4kg/sqm mixed with acrylic water proofing
compound (as per manufacturers specification) is
spread uniformly over the RCC roof area and
ensuring that the slurry penetrates in to the RCC
slab below and fills all micron cracks and all other
porous areas. Over this a layer of 15mm thick
cement mortar 1:5, mixed with acrylic water
proofing compound as per manufacturers
specifications shall be laid to place the II course.
II Course: A single layer of brick on edge with
15mm wide gaps filled with CM 1:5 mixed with
acrylic water compound is laid (i.e. bricks placed
vertically on its 75x115mm side or 75x230mm sideas the case may be, to suit the required thickness
of courses), when the bottom layer (I course) is
still green and laid to slope of 1 in 60 as per roof
drainage scheme using approved well burnt bricks
(wear absorption not more than 20%) with
minimum thickness of 65mm at outer edge
including the top and bottom plastering (I&III
course) to get required gradient, laying the bricks
with not less than 15mm gap alround, which shall
be properly filled completely and compacted with
CM 1:5 mixed with acrylic water proofing
compound as per manufacturers specification
using full bricks or bricks cut to required size to lay
the course with single layer with gradient saidabove for adequate drainage.
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
III Course: 20mm thick cement mortar 1:4 mixed
with acrylic water proofing compound with a layer
of Chicken mesh 12mmx26G and marked with
300mmx300mm false squares including curing
etc., for not less than 7 days, complete all as per
specifications and directions of Engineer-in-charge. The 20mm thick layer shall be carried out
in two layers of 10mm thick with an inter layer of
chicken mesh of 12mmx26G laid in between the
two layers of cement mortar.
NOTE:
The acrylic water proofing compound to be used
shall be;
a). CHEMSEAL - Manufactured by M/s. Overseas
Water Proofing Corporation, Mumbai. The
proportion of CHEMSEAL shall be 2% by weight of
cement. OR CONPLAST X 421 IC - integral water
proofing compound manufactured by M/s.
FOSROC Chemicals (India) Ltd., Bangalore. The
proportion of CONPLAST x 421 IC shall be 130ml
per 50 kgs of manufactured by M/s. ROFFE
Construction Chemicals Pvt. Ltd., liquid integral
water proofing compound at 140ml per 50kg of
cement or Equivalent.
b)The second course of the treatment shall be laid
in single course using full bricks/cut bricks as may
be required for laying the course in 1 in 60 slope.
c) The rate to include all labour, material and
contingent coats for execution of work in a
workman like manner including curing, etc.,
complete for respective courses.
d) The plane horizontal measurements of roof slab
only shall be measured for payment.e) The theoretical cement consumption required
for the above work will be worked out based on co-
efficient for each layer of work as per specification.
f) The work shall be got executed through
specilised water proofing agency.
717 g) The contractor should finish a guarantee bond
in the prescribed format for satisfactory water
proofing performance for 10 years.
Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
37 Providing and f ixing rigid PVC SWR (soil, waste
and rain water) drainage/ rain water pipe
conforming to type-A of IS 13592-1992, including
accessories like bends and fixing with pipe clips,
adhesive at joints all as per manufacturer's
specifications to required length etc., complete allas per specifications and directions of Engineer-in-
charge.
86 110mm OD pipes with minimum wall thickness of
2.20mm.
Mtr
38 Providing and making khurras of size specified
below with 12mm thick CM 1:3 plaster finish over
PCC 1:2:4 using 10mm nominal size stone
aggregate (1 cement: 2 coarse sand: 4 stone
aggregate) of 600mmx600mm of varying thickness
of 40mm at WPC side to 30mm at pipe end, laid to
slope, compacted over PVC sheet of 1000x1000mm x 400 micron laid over top of slab
after cleaning the surface of concrete slab. The
top surface of CM 1:3 plaster shall be finished
smooth with cement punning, rounding of edges
etc., complete all as per specifications and
- - .
[Note: The RWP shall be fixed during construction
of parapet to ensure filling the joints and around
pipe properly].
12 600mmx600mm size Each
39 2 Providing and fixing 75mm dia (O.D) UnplasticisedPVC pipe water spouts conforming to IS 4985-
1988 inclusive of specials (Tee) conforming to IS
7834 (part IV) 1987 of working pressure 6kg/sqcm.
The outlet end shall be provided with PVC Tee and
the inlet end shall be flush with inner face of
facias/ parapets, fixing in cement mortar 1:3 etc;
complete all as per specifications.
Mtr
40 118 Providing and laying angular fil let 7.5 x 7.5cm
cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate) 20mm nominal size,
including compaction, finishing, curing, etc;
complete all as per specifications.
Mtr
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
FINISHING
41 Plastering 12mm thick with cement mortar
specified below, finished rough including
scaffolding, curing, etc. complete for EXTERNAL
SURFACES inclusive of sills, jambs, soffits,
ceilings, etc., complete all as per specificationsfor IN ALL FLOORS AND AT ALL HEIGHTS. Mix
specified is for cement : coarse sand.
NOTE : i) CM 1 : 3 OR CM 1:4 is generally
applicable for ceilings and RCC surfaces unless
otherwise specified.
a) With CM (1:5) to brick walls
1689 Upto 10 m Level Sq.M
b) With CM (1:4) to RCC surfaces
141 Upto 10 m Level Sq.M
42 Plastering 12mm thick with cement mortar
specified below, finished smooth with lime neeru
nc u ng sca o ng, cur ng, e c., compe e or
INTERNAL SURFACES of walls, beam, ribs, sills,
jambs, ceiling, etc., complete all as per
specifications at ALL HEIGHTS. Mix specified is
for cement: fine sand.
a) 775 With CM 1:5 to masonry walls Sq.M
b) 146 With CM 1:4 to RCC surfaces Sq.M
c) 936 With CM 1:4 to ceiling Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
43 Water proof cement plastering of thickness as
specified below in cement mortar 1:3 (1 cement: 3
coarse sand) mixed with approved water proofing
compound such as CICO or ACCOPROOF or
equivalent as per manufacturers specifications
including scaffolding, curing, etc., complete forEXTERNAL SURFACES all as per specifications
UPTO ALL FLOORS AND AT ALL HEIGHTS.
606 12mm thick Sq.M
44 74 Providing and fixing GI hexagonal chicken wire
mesh of size 12mm x 22g at the junction of
disimilar surfaces of brick masonry wall and RCC
column by beams and the like including necessary
nails for fixing etc, complete all as per specificationand direction of Engineer - in - charge for all floors
at all heights.
Sq.M
45 160 Painting steel work with TWO or more coats of
SYNTHETIC ENAMEL PAINT of Ist quality and
approved colour to give an even shade over a coat
Sq.M
cleaning the surfaces, applying a coat of approved
putty on whole surface and rubbing the surface to
achive desired smooth surface, scaffolding, etc.,
complete all as per specifications. (Rate to include
cost of zinc chromate primer, putty also).
46 1830 Painting external plastered surfaces with two or
more coats of 100% acrylic exterior emulsion paintof approved make and colour (weather coat of
Berger or apcolite apex of Asian or equivalent)
having protection against fungal, growth, flaking,
fading, alkali and UV degradation and to give an
even shade with required finish including cleaning
the surfaces, filling the crevices with approved
filler, scaffolding, curing, etc., complete all as per
specifications at all heights.
Sq.M
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Package - II Part - Civil Works
Construction of Service Bay Complex, Substation Transformer Yard
SL.
NO.QUANTITY DESCRIPTION OF ITEM UNIT
RATE (in Figures & in
words)Amount
47 1838 Painting plastered surfaces with TWO or more
coats of ACRYLIC WASHABLE DISTEMPER of I
quality and approved colour to give an even shade
over a coat of water thinnable cement primer/ oil
based cement primer including cleaning the
surfaces, filling the crevices with approved filler,applying a coat of approved putty on whole surface
and rubbing the surface to achieve desired smooth
surface, scaffolding, etc., complete all as per
specifications. (Rate to include cost of primer,
putty also).
Sq.M
FENCING
48 19 Supplying and laying 40mm HBG metal of 100mm
thick and levelling the existing ground surface in
transformer yard including cost of metal, spreading
and levelling the metal surface etc., complete all
as directed by Engineer - in - Charge.
Cu.M
49 40 Providing and fixing Chain Link fencing with 50 x
50 x 4.5 MS sq.pipe supports at an interval of 2
Mtrs. Centre to Centre upto a height of 2.4Mtr from
the Ground Level including 0.6 Mtrs in to the
Ground fixed in PCC 1:2:4 , including fixing of 50 x
50 x 3mm PVC Chain Link Fence with 25 x 5mm
MS flat and bolts & nuts including painting of MS
members with 2 coats of synthetic enamel paint
Rm
over a coat of primer etc.,complete all as directed
by Engineer-in-Charge.
50 Providing and laying l ight duty Non-pressure NP-2
class RCC hume pipes with collars jointed with
stiff mixture of CM 1:2 (1 cement: 2 fine sand)
inlcuding joints etc., complete.
6 300mm dia Rm
TOTAL
Recommended